[DebianGIS-dev] r2067 - packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv
frankie at alioth.debian.org
frankie at alioth.debian.org
Wed Mar 25 15:49:58 UTC 2009
Author: frankie
Date: 2009-03-25 15:49:56 +0000 (Wed, 25 Mar 2009)
New Revision: 2067
Added:
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/load_pg.sh
Modified:
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/README
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/build_pcs.py
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_axis.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_axis_name.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_method.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_parameter.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_parameter_value.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_reference_system.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_system.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/datum.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/ellipsoid.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/gcs.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/pcs.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/projop_wparm.csv
packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/unit_of_measure.csv
Log:
[svn-upgrade] Integrating new upstream version, libgeotiff-epsg (1.2.5)
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/README
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/README 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/README 2009-03-25 15:49:56 UTC (rev 2067)
@@ -4,14 +4,12 @@
The .csv files in this directory are an extract of tables from the EPSG
projection database in CSV (comma separated value) format. These same
files come with the source distribution in the libgeotiff/csv directory.
-Information and source to extract these tables from the EPSG database
-can be found in the source distribution libgeotiff/csv/odbc2csv directory.
Detailed information on the EPSG database can be found at:
- http://www.petroconsultants.com/products/geodetic.htm
+ http://www.epsg.org/
-The current version of the EPSG database dumped is 6.5.
+The current version of the EPSG database dumped is 6.17.
All EPSG tables have been dumped to csv. Unlike earlier dumps (4.3) these
are intended to be "true" csv files. In particular quotes within quoted
@@ -49,3 +47,35 @@
unit_of_measure.csv
datum.csv
projop_wparm.csv
+
+
+Generating CSV Files
+--------------------
+
+The csv files are generated from the Postgres dump provided by EPSG.
+
+
+1) Load epsg database into postgres instance named "epsg".
+
+ insert a line "\encoding LATIN1" at start of the _Data_ sql file.
+
+ run "load_pg.sh" in the directory where the .sql files are found.
+
+ There will be some errors, possible due to encoding issues?
+
+2) Dump the database to .csv files.
+
+ python pg_to_csv.py
+
+ Puts the results in the out directory. After some inspection move them
+ into this directory (libgeotiff/csv).
+
+3) Build the pcs and gcs csv files.
+
+ python build_pcs.py
+
+4) Commit the changes in libgeotiff repository.
+
+
+
+
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/build_pcs.py
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/build_pcs.py 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/build_pcs.py 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,6 +1,6 @@
#!/usr/bin/env python
#******************************************************************************
-# $Id: build_pcs.py,v 1.8 2007/07/20 18:28:43 fwarmerdam Exp $
+# $Id: build_pcs.py,v 1.9 2008/07/21 19:03:07 fwarmerdam Exp $
#
# Project: GDAL
# Purpose: Build the epsg_pcs.csv table with the minimum information
@@ -29,6 +29,9 @@
#******************************************************************************
#
# $Log: build_pcs.py,v $
+# Revision 1.9 2008/07/21 19:03:07 fwarmerdam
+# various fixes and improvements done a while ago
+#
# Revision 1.8 2007/07/20 18:28:43 fwarmerdam
# disable application of gcs.override.csv and pcs.override.csv
#
@@ -52,10 +55,10 @@
import string
import csv_tools
-def get_crs_uom( crs_rec, cs, ca ):
+def get_crs_uom( crs_rec, cs, caxis ):
coord_sys_code = int(crs_rec['COORD_SYS_CODE'])
- ca_recs = ca.get_records( coord_sys_code )
+ ca_recs = caxis.get_records( coord_sys_code )
return ca_recs[0]['UOM_CODE']
##############################################################################
@@ -76,8 +79,8 @@
cs = csv_tools.CSVTable()
cs.read_from_csv( 'coordinate_system.csv', multi=0 )
-ca = csv_tools.CSVTable()
-ca.read_from_csv( 'coordinate_axis.csv', multi=1 )
+caxis = csv_tools.CSVTable()
+caxis.read_from_csv( 'coordinate_axis.csv', multi=1 )
##############################################################################
# Scan coordinate_reference_systems table to collect PCS ids.
@@ -115,6 +118,7 @@
pcs_table.add_field('COORD_OP_METHOD_CODE') # ie. 9807=Transvere Mercator
pcs_table.add_field('SHOW_CRS') # 0=false, 1=true
pcs_table.add_field('DEPRECATED') # 0=false, 1=true
+pcs_table.add_field('COORD_SYS_CODE') # Used mainly for axes.
max_parms = 7
for i in range(max_parms):
@@ -145,12 +149,13 @@
pcs_rec['SOURCE_GEOGCRS_CODE'] = crs_rec['SOURCE_GEOGCRS_CODE']
pcs_rec['SHOW_CRS'] = crs_rec['SHOW_CRS']
pcs_rec['DEPRECATED'] = crs_rec['DEPRECATED']
+ pcs_rec['COORD_SYS_CODE'] = crs_rec['COORD_SYS_CODE']
if len(pcs_rec['SOURCE_GEOGCRS_CODE']) == 0:
print 'GEOGCRS missing for %s/%s' % (crs_rec['COORD_REF_SYS_CODE'],
crs_rec['COORD_REF_SYS_NAME'])
- pcs_rec['UOM_CODE'] = get_crs_uom(crs_rec, cs, ca )
+ pcs_rec['UOM_CODE'] = get_crs_uom(crs_rec, cs, caxis )
pcs_rec['COORD_OP_CODE'] = crs_rec['PROJECTION_CONV_CODE']
@@ -193,6 +198,7 @@
powp_table.add_field('PARAMETER_VALUE_%d' % (i+1))
powp_table.add_field('PARAMETER_UOM_%d' % (i+1))
+
##############################################################################
# Build and write the projop_wparm table.
@@ -286,6 +292,7 @@
gcs_table.add_field('PRIME_MERIDIAN_CODE') #
gcs_table.add_field('SHOW_CRS') # 0=false, 1=true
gcs_table.add_field('DEPRECATED') # 0=false, 1=true
+gcs_table.add_field('COORD_SYS_CODE') # mainly for axes
gcs_table.add_field('COORD_OP_METHOD_CODE') #
gcs_table.add_field('DX') # +towgs84 parameters.
gcs_table.add_field('DY')
@@ -318,8 +325,9 @@
gcs_rec['DATUM_CODE'] = crs_rec['DATUM_CODE']
gcs_rec['SHOW_CRS'] = crs_rec['SHOW_CRS']
gcs_rec['DEPRECATED'] = crs_rec['DEPRECATED']
+ gcs_rec['COORD_SYS_CODE'] = crs_rec['COORD_SYS_CODE']
- gcs_rec['UOM_CODE'] = get_crs_uom(crs_rec, cs, ca )
+ gcs_rec['UOM_CODE'] = get_crs_uom(crs_rec, cs, caxis )
try:
datum_id = int(crs_rec['DATUM_CODE'])
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_axis.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_axis.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_axis.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -21,72 +21,75 @@
4409,9907,north,N,9040,2
4410,9906,east,E,9301,1
4410,9907,north,N,9301,2
-4462,9906,South along 180 deg,X,9001,1
-4462,9907,South along 90 deg West,Y,9001,2
-4463,9906,South along 100 deg East,X,9001,1
-4463,9907,South along 170 deg West,Y,9001,2
-4464,9906,South along 90 deg West,X,9001,1
-4464,9907,South along 0 deg,Y,9001,2
-4465,9906,South along 50 deg East,X,9001,1
-4465,9907,South along 140 deg East,Y,9001,2
-4466,9906,South along 10 deg West,X,9001,1
-4466,9907,South along 80 deg East,Y,9001,2
-4467,9906,South along 60 deg West,X,9001,1
-4467,9907,South along 30 deg East,Y,9001,2
-4468,9906,South along 45 deg East,X,9001,1
-4468,9907,South along 135 deg East,Y,9001,2
-4469,9906,South along 90 deg East,X,9001,1
-4469,9907,South along 180 deg,Y,9001,2
-4470,9906,North along 90 deg East,X,9001,1
-4470,9907,North along 0 deg,Y,9001,2
-4471,9906,North along 75 deg West,E,9001,1
-4471,9907,North along 165 deg West,N,9001,2
-4472,9906,North along 60 deg West,E,9001,1
-4472,9907,North along 150 deg West,N,9001,2
-4473,9906,North along 45 deg West,E,9001,1
-4473,9907,North along 135 deg West,N,9001,2
-4474,9906,North along 15 deg West,E,9001,1
-4474,9907,North along 105 deg West,N,9001,2
-4475,9906,North along 0 deg,E,9001,1
-4475,9907,North along 90 deg West,N,9001,2
-4476,9906,North along 15 deg East,E,9001,1
-4476,9907,North along 75 deg West,N,9001,2
-4477,9906,North along 45 deg East,E,9001,1
-4477,9907,North along 45 deg West,N,9001,2
-4478,9906,North along 60 deg East,E,9001,1
-4478,9907,North along 30 deg West,N,9001,2
-4479,9906,North along 75 deg East,E,9001,1
-4479,9907,North along 15 deg West,N,9001,2
-4480,9906,North along 105 deg East,E,9001,1
-4480,9907,North along 15 deg East,N,9001,2
-4481,9906,North along 120 deg East,E,9001,1
-4481,9907,North along 30 deg East,N,9001,2
-4482,9906,North along 135 deg East,E,9001,1
-4482,9907,North along 45 deg East,N,9001,2
-4483,9906,North along 165 deg East,E,9001,1
-4483,9907,North along 75 deg East,N,9001,2
-4484,9906,North along 180 deg,E,9001,1
-4484,9907,North along 90 deg East,N,9001,2
-4485,9906,North along 165 deg West,E,9001,1
-4485,9907,North along 105 deg East,N,9001,2
-4486,9906,North along 135 deg West,E,9001,1
-4486,9907,North along 135 deg East,N,9001,2
-4487,9906,North along 120 deg West,E,9001,1
-4487,9907,North along 150 deg East,N,9001,2
-4488,9906,North along 105 deg West,E,9001,1
-4488,9907,North along 165 deg East,N,9001,2
-4489,9906,North along 160 deg East,E,9001,1
-4489,9907,North along 70 deg East,N,9001,2
-4490,9906,North along 90 deg East,E,9001,1
-4490,9907,North along 0 deg,N,9001,2
+4461,9929,up,W,9001,3
+4461,9930,east,U,9001,1
+4461,9931,north,V,9001,2
+4462,9906,South along 180°W,X,9001,1
+4462,9907,South along 90°W,Y,9001,2
+4463,9906,South along 100°E,X,9001,1
+4463,9907,South along 170°W,Y,9001,2
+4464,9906,South along 90°W,X,9001,1
+4464,9907,South along 0°E,Y,9001,2
+4465,9906,South along 50°E,X,9001,1
+4465,9907,South along 140°E,Y,9001,2
+4466,9906,South along 10°W,X,9001,1
+4466,9907,South along 80°E,Y,9001,2
+4467,9906,South along 60°W,X,9001,1
+4467,9907,South along 30°E,Y,9001,2
+4468,9906,South along 45°E,X,9001,1
+4468,9907,South along 135°E,Y,9001,2
+4469,9906,South along 90°E,X,9001,1
+4469,9907,South along 180°E,Y,9001,2
+4470,9906,North along 90°E,X,9001,1
+4470,9907,North along 0°E,Y,9001,2
+4471,9906,North along 75°W,E,9001,1
+4471,9907,North along 165°W,N,9001,2
+4472,9906,North along 60°W,E,9001,1
+4472,9907,North along 150°W,N,9001,2
+4473,9906,North along 45°W,E,9001,1
+4473,9907,North along 135°W,N,9001,2
+4474,9906,North along 15°W,E,9001,1
+4474,9907,North along 105°W,N,9001,2
+4475,9906,North along 0°E,E,9001,1
+4475,9907,North along 90°W,N,9001,2
+4476,9906,North along 15°E,E,9001,1
+4476,9907,North along 75°W,N,9001,2
+4477,9906,North along 45°E,E,9001,1
+4477,9907,North along 45°W,N,9001,2
+4478,9906,North along 60°E,E,9001,1
+4478,9907,North along 30°W,N,9001,2
+4479,9906,North along 75°E,E,9001,1
+4479,9907,North along 15°W,N,9001,2
+4480,9906,North along 105°E,E,9001,1
+4480,9907,North along 15°E,N,9001,2
+4481,9906,North along 120°E,E,9001,1
+4481,9907,North along 30°E,N,9001,2
+4482,9906,North along 135°E,E,9001,1
+4482,9907,North along 45°E,N,9001,2
+4483,9906,North along 165°E,E,9001,1
+4483,9907,North along 75°E,N,9001,2
+4484,9906,North along 180°E,E,9001,1
+4484,9907,North along 90°E,N,9001,2
+4485,9906,North along 165°W,E,9001,1
+4485,9907,North along 105°E,N,9001,2
+4486,9906,North along 135°W,E,9001,1
+4486,9907,North along 135°E,N,9001,2
+4487,9906,North along 120°W,E,9001,1
+4487,9907,North along 150°E,N,9001,2
+4488,9906,North along 105°W,E,9001,1
+4488,9907,North along 165°E,N,9001,2
+4489,9906,North along 160°E,E,9001,1
+4489,9907,North along 70°E,N,9001,2
+4490,9906,North along 90°E,E,9001,1
+4490,9907,North along 0°E,N,9001,2
4491,9907,north,N,9001,2
4491,9908,west,W,9001,1
-4492,9913,North along 130 deg West,X,9001,1
-4492,9914,North along 140 deg East,Y,9001,2
-4493,9906,South along 90 deg East,E,9001,2
-4493,9907,South along 180 deg,N,9001,1
-4494,9906,North along 90 deg East,E,9001,2
-4494,9907,North along 0 deg,N,9001,1
+4492,9913,North along 130°W,X,9001,1
+4492,9914,North along 140°E,Y,9001,2
+4493,9906,South along 90°E,E,9001,2
+4493,9907,South along 180°E,N,9001,1
+4494,9906,North along 90°E,E,9001,2
+4494,9907,North along 0°E,N,9001,1
4495,9906,east,X,9002,1
4495,9907,north,Y,9002,2
4496,9906,east,E(X),9001,1
@@ -171,12 +174,33 @@
6423,9901,north,Lat,9122,1
6423,9902,east,Long,9122,2
6423,9903,up,h,9001,3
+6424,9901,north,Lat,9122,2
+6424,9902,east,Long,9122,1
+6425,9901,north,Lat,9105,2
+6425,9902,east,Long,9105,1
+6426,9901,north,Lat,9122,2
+6426,9902,east,Long,9122,1
+6426,9903,up,h,9001,3
+6427,9901,north,Lat,9105,2
+6427,9902,east,Long,9105,1
+6427,9903,up,h,9001,3
+6428,9901,north,Lat,9101,1
+6428,9902,east,Long,9101,2
+6429,9901,north,Lat,9101,2
+6429,9902,east,Long,9101,1
+6430,9901,north,Lat,9101,1
+6430,9902,east,Long,9101,2
+6430,9903,up,h,9001,3
+6431,9901,north,Lat,9101,2
+6431,9902,east,Long,9101,1
+6431,9903,up,h,9001,3
+6495,9905,down,D,9002,1
6496,9904,up,H,9095,1
6497,9904,up,H,9003,1
6498,9905,down,D,9001,1
6499,9904,up,H,9001,1
-6500,9910,Geocentre > equator/PM,X,9001,1
-6500,9911,Geocentre > equator/90dE,Y,9001,2
+6500,9910,Geocentre > equator/0°E,X,9001,1
+6500,9911,Geocentre > equator/90°E,Y,9001,2
6500,9912,Geocentre > north pole,Z,9001,3
6501,9908,west,Y,9001,2
6501,9909,south,X,9001,1
@@ -200,3 +224,6 @@
6510,9919,north-west,y,9001,2
6511,9922,Along receiver lines,I,9208,1
6511,9923,Across receiver lines,J,9209,2
+6512,9916,up,z,9001,3
+6512,9918,east,x,9001,1
+6512,9919,north,y,9001,2
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_axis_name.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_axis_name.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_axis_name.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,29 +1,32 @@
coord_axis_name_code,coord_axis_name,description,remarks,information_source,data_source,revision_date,change_id,deprecated
-9901,Geodetic latitude,"Angle from the equatorial plane to the perpendicular to the ellipsoid through a given point, northwards usually treated as positive.",Used in geographic 2D and geographic 3D coordinate systems.,EPSG,EPSG,2000-03-07,,0
-9902,Geodetic longitude,"Angle from the prime meridian plane to the meridian plane passing through the given point, eastwards usually treated as positive.",Used in geographic 2D and geographic 3D coordinate systems.,EPSG,EPSG,2000-03-07,,0
-9903,Ellipsoidal height,Distance of a point from the ellipsoid measured along the perpendicular from the ellipsoid to this point. Positive if upwards or outside of the ellipsoid.,"Used only as part of a geographic 3D coordinate system, never on its own.",EPSG based on ISO 19111,EPSG,2000-03-07,,0
-9904,Gravity-related height,"Height influenced by the Earth's gravity field. In particular, orthometric height or normal height which are both approximations of the distance of a point above sea level. Positive upwards.",Used in a 1D vertical coordinate system.,"ISO 19111 ""Geographical Information - Spatial Referencing by Coordinates"".",EPSG,2000-03-07,,0
-9905,Gravity-related depth,"Depth influenced by the Earth's gravity field, positive downwards.","Similar to gravity-related height, but with the positive increments in the opposite direction.",EPSG,EPSG,2000-03-07,,0
-9906,Easting,East pointing axis used in 2D projected coordinate systems.,,EPSG,EPSG,2000-03-07,,0
-9907,Northing,North pointing axis used in 2D projected coordinate systems.,,EPSG,EPSG,2000-03-07,,0
-9908,Westing,West pointing axis used in 2D projected coordinate systems (e.g. south oriented transverse Mercator),,EPSG,EPSG,2000-03-07,,0
-9909,Southing,South pointing axis used in 2D projected coordinate systems (e.g. south oriented transverse Mercator),,EPSG,EPSG,2000-03-07,,0
-9910,Geocentric X,"First axis of a right-handed earth centered 3D cartesian coordinate system; lies in the zero-longitude plane, such that a vector pointing in the direction of the positive X will have a longitude of zero.",,EPSG,EPSG,2000-03-07,,0
-9911,Geocentric Y,"Second axis of a right-handed earth centered 3D cartesian coordinate system; perpendicular to the zero-longitude plane, pointing eastward.",,EPSG,EPSG,2000-03-07,,0
-9912,Geocentric Z,"Third axis of a right-handed earth centered 3D coordinate system; perpendicular to both X and Y, such that it completes a right-handed coordinate system, the Z-axis is approximately parallel to the earth's rotation axis, positive towards the north pole.",,EPSG,EPSG,2000-03-07,,0
-9913,First local axis,First axis of any local coordinate system.,First and second local coordinate axes are assumed to be horizontal and may be supplemented by 'local height' or 'local depth' to form a local 3D coordinate system.,EPSG,EPSG,2000-03-07,,0
-9914,Second local axis,Second axis of any local coordinate system.,,EPSG,EPSG,2000-03-07,,0
-9915,Third local axis,Third axis of any local coordinate system.,"If the local coordinate system is 3-dimensional, then the first and second local coordinate axes shall be horizontal and the third axis vertical.",EPSG,EPSG,2000-06-22,,0
-9916,Local height,"Height influenced by the Earth's gravity field, positive upwards.",Differs from gravity-related height in having an origin offset from sea level.,EPSG,EPSG,2000-03-07,,0
-9917,Local depth,"Depth influenced by the Earth's gravity field, positive downwards.","Similar to local height, but with the positive increments in the opposite direction.",EPSG,EPSG,2000-03-07,,0
-9918,Plant East,An axis of a local engineering grid 2D or 3D coordinate system. Plant East is 90 degrees clockwise from the Plant North axis when viewed from above the plane containing the two axes.,Not necessarily orientated to geographical east.,EPSG,EPSG,2000-06-23,,0
-9919,Plant North,An axis of a local engineering grid 2D or 3D coordinate system. Plant North is 90 degrees counter-clockwise from the Plant East axis when viewed from above the plane containing the two axes.,Not necessarily orientated to geographical north.,EPSG,EPSG,2000-06-23,,0
-9920,Bin grid I,First axis of seismic bin grid; positive I is 90 degrees clockwise from positive J-axis when viewed from above the plane containing the two axes.,,EPSG,EPSG,2000-03-07,,0
-9921,Bin grid J,Second axis of seismic bin grid; positive J is 90 degrees counter-clockwise from positive I-axis when viewed from above the plane containing the two axes.,,EPSG,EPSG,2000-03-07,,0
-9922,Inline,First axis of a seismic bingrid.,"Inline is an ambiguous term, varying by usage.",EPSG,EPSG,2000-03-07,,0
-9923,Crossline,Second axis of a seismic bingrid.,"Crossline is an ambiguous term, varying by usage.",EPSG,EPSG,2000-03-07,,0
-9924,Platform East,An axis of an offshore platform engineering grid 2D or 3D coordinate system. Platform East is 90 degrees clockwise from the Platform North axis when viewed from above the plane containing the two axes.,Not necessarily orientated to geographical east.,EPSG,EPSG,2000-06-23,,0
-9925,Platform North,An axis of an offshore platform engineering grid 2D or 3D coordinate system. Platform North is 90 degrees counter-clockwise from the Platform East axis when viewed from above the plane containing the two axes.,Not necessarily orientated to geographical east.,EPSG,EPSG,2000-06-23,,0
-9926,Spherical latitude,"Angle from the equatorial plane to the geocentric point vector, northwards usually treated as positive.",,Open GIS Consortium,EPSG,2002-02-12,,0
-9927,Spherical longitude,"Angle from the prime meridian plane to the meridian plane passing through a point, eastwards usually treated as positive.",,Open GIS Consortium,EPSG,2002-02-12,,0
-9928,Geocentric radius,The distance from the (geocentric) coordinate system origin to a point. The third axis of a spherical coordinate system.,Used to avoid the singularity when the two angles in a 3D polar coordinate system lie in the same plane.,Open GIS Consortium,EPSG,2002-02-12,,0
+9901,Geodetic latitude,"Angle from the equatorial plane to the perpendicular to the ellipsoid through a given point, northwards usually treated as positive.",Used in geographic 2D and geographic 3D coordinate reference systems.,OGP,OGP,2000/03/07,,0
+9902,Geodetic longitude,"Angle from the prime meridian plane to the meridian plane passing through the given point, eastwards usually treated as positive.",Used in geographic 2D and geographic 3D coordinate reference systems.,OGP,OGP,2000/03/07,,0
+9903,Ellipsoidal height,Distance of a point from the ellipsoid measured along the perpendicular from the ellipsoid to this point. Positive if upwards or outside of the ellipsoid.,"Used only as part of an ellipsoidal 3D coordinate system in a geographic 3D coordinate reference system, never on its own.",OGP based on ISO 19111,OGP,2000/03/07,,0
+9904,Gravity-related height,"Height influenced by the Earth's gravity field. In particular, orthometric height or normal height which are both approximations of the distance of a point above sea level. Positive upwards.",Used in a 1D vertical coordinate system.,"ISO 19111 ""Geographical information - Spatial referencing by coordinates"".",OGP,2000/03/07,,0
+9905,Gravity-related depth,"Depth influenced by the Earth's gravity field, positive downwards.","Similar to gravity-related height, but with the positive increments in the opposite direction.",OGP,OGP,2000/03/07,,0
+9906,Easting,East pointing axis used in 2D projected coordinate systems.,,OGP,OGP,2000/03/07,,0
+9907,Northing,North pointing axis used in 2D projected coordinate systems.,,OGP,OGP,2000/03/07,,0
+9908,Westing,West pointing axis used in 2D projected coordinate systems (e.g. south oriented transverse Mercator),,OGP,OGP,2000/03/07,,0
+9909,Southing,South pointing axis used in 2D projected coordinate systems (e.g. south oriented transverse Mercator),,OGP,OGP,2000/03/07,,0
+9910,Geocentric X,"First axis of a right-handed earth centered 3D cartesian coordinate system; lies in the zero-longitude plane, such that a vector pointing in the direction of the positive X will have a longitude of zero.",,OGP,OGP,2000/03/07,,0
+9911,Geocentric Y,"Second axis of a right-handed earth centered 3D cartesian coordinate system; perpendicular to the zero-longitude plane, pointing eastward.",,OGP,OGP,2000/03/07,,0
+9912,Geocentric Z,"Third axis of a right-handed earth centered 3D coordinate system; perpendicular to both X and Y, such that it completes a right-handed coordinate system, the Z-axis is approximately parallel to the earth's rotation axis, positive towards the north pole.",,OGP,OGP,2000/03/07,,0
+9913,First local axis,First axis of any local coordinate system.,First and second local coordinate axes are assumed to be horizontal and may be supplemented by 'local height' or 'local depth' to form a local 3D coordinate system.,OGP,OGP,2000/03/07,,0
+9914,Second local axis,Second axis of any local coordinate system.,,OGP,OGP,2000/03/07,,0
+9915,Third local axis,Third axis of any local coordinate system.,"If the local coordinate system is 3-dimensional, then the first and second local coordinate axes shall be horizontal and the third axis vertical.",OGP,OGP,2000/06/22,,0
+9916,Local height,"Height influenced by the Earth's gravity field, positive upwards.",Differs from gravity-related height in having an origin offset from sea level.,OGP,OGP,2000/03/07,,0
+9917,Local depth,"Depth influenced by the Earth's gravity field, positive downwards.","Similar to local height, but with the positive increments in the opposite direction.",OGP,OGP,2000/03/07,,0
+9918,Plant East,An axis of a local engineering grid 2D or 3D coordinate system. Plant East is 90 degrees clockwise from the Plant North axis when viewed from above the plane containing the two axes.,Not necessarily orientated to geographical east.,OGP,OGP,2000/06/23,,0
+9919,Plant North,An axis of a local engineering grid 2D or 3D coordinate system. Plant North is 90 degrees counter-clockwise from the Plant East axis when viewed from above the plane containing the two axes.,Not necessarily orientated to geographical north.,OGP,OGP,2000/06/23,,0
+9920,Bin grid I,First axis of seismic bin grid; positive I is 90 degrees clockwise from positive J-axis when viewed from above the plane containing the two axes.,,OGP,OGP,2000/03/07,,0
+9921,Bin grid J,Second axis of seismic bin grid; positive J is 90 degrees counter-clockwise from positive I-axis when viewed from above the plane containing the two axes.,,OGP,OGP,2000/03/07,,0
+9922,Inline,First axis of a seismic bingrid.,"Inline is an ambiguous term, varying by usage.",OGP,OGP,2000/03/07,,0
+9923,Crossline,Second axis of a seismic bingrid.,"Crossline is an ambiguous term, varying by usage.",OGP,OGP,2000/03/07,,0
+9924,Platform East,An axis of an offshore platform engineering grid 2D or 3D coordinate system. Platform East is 90 degrees clockwise from the Platform North axis when viewed from above the plane containing the two axes.,Not necessarily orientated to geographical east.,OGP,OGP,2000/06/23,,0
+9925,Platform North,An axis of an offshore platform engineering grid 2D or 3D coordinate system. Platform North is 90 degrees counter-clockwise from the Platform East axis when viewed from above the plane containing the two axes.,Not necessarily orientated to geographical east.,OGP,OGP,2000/06/23,,0
+9926,Spherical latitude,"Angle from the equatorial plane to the geocentric point vector, northwards usually treated as positive.",,Open GIS Consortium,OGP,2002/02/12,,0
+9927,Spherical longitude,"Angle from the prime meridian plane to the meridian plane passing through a point, eastwards usually treated as positive.",,Open GIS Consortium,OGP,2002/02/12,,0
+9928,Geocentric radius,The distance from the (geocentric) coordinate system origin to a point. The third axis of a spherical coordinate system.,Used to avoid the singularity when the two angles in a 3D polar coordinate system lie in the same plane.,Open GIS Consortium,OGP,2002/02/12,,0
+9929,Topocentric height,Vertical axis of a Cartesian 3D CS which is perpendicular to the ellipsoid and passes through the topocentric origin. Positive is up at the topocentric origin.,"Used in topocentric coordinate-systems related geometrically to the ellipsoid, as opposed to those that are gravity-related. If the topocentric origin is on the ellipsoid surface, topocentric height = ellipsoidal height.",OGP,OGP,2007/10/29,,0
+9930,Topocentric East,East pointing axis used in topocentric coordinate systems.,,OGP,OGP,2007/10/29,,0
+9931,Topocentric North,Norh pointing axis used in topocentric coordinate systems.,,OGP,OGP,2007/10/29,,0
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,3164 +1,3242 @@
coord_op_code,coord_op_name,coord_op_type,source_crs_code,target_crs_code,coord_tfm_version,coord_op_variant,area_of_use_code,coord_op_scope,coord_op_accuracy,coord_op_method_code,uom_code_source_coord_diff,uom_code_target_coord_diff,remarks,information_source,data_source,revision_date,change_id,show_operation,deprecated
-101,deg to DMSH,conversion,,,,,1262,Convert decimal degrees to and from degrees minutes seconds hemisphere representation.,0,9637,,,,EPSG,EPSG,2002-11-22,,1,1
-102,degH to DMSH,conversion,,,,,1262,Convert degree hemisphere representation to and from degrees minutes seconds hemisphere.,0,9638,,,,EPSG,EPSG,2002-11-22,,1,1
-103,Hdeg to DMSH,conversion,,,,,1262,Convert hemisphere degree representation to and from degrees minutes seconds hemisphere representation.,0,9639,,,,EPSG,EPSG,2002-11-22,,1,1
-104,DM to DMSH,conversion,,,,,1262,Convert degree minute representation to and from degrees minutes seconds hemisphere representation.,0,9640,,,,EPSG,EPSG,2002-11-22,,1,1
-105,DMH to DMSH,conversion,,,,,1262,Convert degree minute hemisphere representation to and from degrees minutes seconds hemisphere representation.,0,9641,,,,EPSG,EPSG,2002-11-22,,1,1
-106,HDM to DMSH,conversion,,,,,1262,Convert hemisphere degree minute representation to and from degrees minutes seconds hemisphere representation.,0,9642,,,,EPSG,EPSG,2002-11-22,,1,1
-107,DMS to DMSH,conversion,,,,,1262,Convert degree minute second representation to and from degrees minutes seconds hemisphere representation.,0,9643,,,,EPSG,EPSG,2002-11-22,,1,1
-108,HDMS to DMSH,conversion,,,,,1262,Convert hemisphere degree minute second representation to and from degrees minutes seconds hemisphere representation.,0,9644,,,,EPSG,EPSG,2002-11-22,,1,1
-1025,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,,9630,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where m=(latitude - 55) degrees and n=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,EPSG,2002-06-22,99.74 2000.55 2002.40,1,1
-1026,Madrid 1870 (Madrid) to ED50 (1),transformation,4903,4230,IGB-Esp,1,2366,?,10,9617,,,It is preferable to use whichever of either Madrid 1870 (Madrid) to ED50 (2) (code 1027) or Madrid 1870 (Madrid) to ED50 (3) (code 1028) is applicable to the area.,Institut de Geomatica; Barcelona,EPSG,2007-03-22,99.82 99.74 2003.051 2004.17 2007.043,1,0
-1027,Madrid 1870 (Madrid) to ED50 (2),transformation,4903,4230,IGB-Esp N,2,2367,?,5,9617,,,Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1026).,Institut de Geomatica; Barcelona,EPSG,2003-02-06,99.82 99.74 2003.051 2004.17,1,0
-1028,Madrid 1870 (Madrid) to ED50 (3),transformation,4903,4230,IGB-Esp S,3,2368,?,5,9617,,,Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1026).,Institut de Geomatica; Barcelona,EPSG,2000-03-07,99.82 99.74 2004.17,1,0
-1029,Amersfoort / RD New to ED50 / UTM zone 31N (1),transformation,28992,23031,NCG-Nld,1,1172,?,,9632,9001,9001,For reverse transformation see ED50 / UTM 31N to Amersfoort / RD New (1) (code 1030).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07,,1,1
-1030,ED50 / UTM zone 31N to Amersfoort / RD New (1),transformation,23031,28992,NCG-Nld,1,1172,?,,9632,9001,9001,For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (1) (code 1029).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07,,1,1
-1031,Amersfoort / RD New to ED50 / UTM zone 31N (2),transformation,28992,23031,NAM-Nld,2,1172,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see ED50 / UTM zone 31N to Amersfoort / RD New (2) (code 1032).,Shell / NAM,EPSG,2000-03-07,,1,1
-1032,ED50 / UTM zone 31N to Amersfoort / RD New (2),transformation,23031,28992,NAM-Nld,2,1172,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (2) (code 1031).,Shell / NAM,EPSG,2000-03-07,,1,1
-1033,Belge 72 / Lambert to ED50 / UTM zone 31N (1),transformation,31300,23031,NCG-Bel,1,1044,?,999,9631,9001,9001,For reverse transformation see ED50 / UTM 31N to Belge 72 / Lambert (code 1034).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07,,1,1
-1034,ED50 / UTM zone 31N to Belge 72 / Lambert (1),transformation,23031,31300,NCG-Bel,1,1044,?,999,9631,9001,9001,For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1033).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07,,1,1
-1035,Astra Minas to Campo Inchauspe / Argentina 2 (1),transformation,5800,22192,IHS-Arg ComRiv,1,1265,Oil exploration.,5,9621,,,,IHS Energy,EPSG,2006-12-11,2006.89,1,0
-1036,OSGB 1936 / British National Grid to ETRS89 (1),transformation,27700,4258,OSGB-Gbr,1,1264,Accuracy 0.2m at 67% confidence level.,0.2,9633,,,Withdrawn and replaced by OSGB 1936 / British National Grid to ETRS89 (2) (code 1039).,http://www.gps.gov.uk/gpssurveying.asp,EPSG,2007-03-22,2002.62 2007.043,1,0
-1037,Amersfoort / RD New to ED50 / TM 5 NE (1),transformation,28992,23095,NAM-Nld,1,1630,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1038).,Shell / NAM,EPSG,2002-07-13,,1,1
-1038,ED50 / TM 5 NE to Amersfoort / RD New (1),transformation,23095,28992,NAM-Nld,2,1630,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1037).,Shell / NAM,EPSG,2002-07-13,,1,1
-1039,OSGB 1936 / British National Grid to ETRS89 (2),transformation,27700,4258,OSGB-UK Gbr02,2,1264,Accuracy 0.1m at 67% confidence level.,0.1,9633,,,Replaces OSGB 1936 / British National Grid to ETRS89 (1) (code 1036). May be taken as approximate transformation OSGB 1936 / British National Grid to WGS 84 - see code 15956.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2007-07-15,2007.067,1,0
-1040,OSGB 1936 / British National Grid to WGS 84 (2),transformation,27700,4979,EPSG-UK Gbr02,2,1264,Accuracy 1m.,1,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (2) (code 1039) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-09-19,,1,1
-1041,TM75 to ETRS89 (1),transformation,4300,4258,Osi-Ire,1,1305,Accuracy 0.4m (95%).,0.4,9648,9102,9102,Derived at 183 points. Recommended by OSi and OSNI for all horizontal transformations in the Republic and Northern Ireland. Use iteration for reverse transformation ETRS89 to TM75. May be used as approximation for TM75 to WGS 84 (see code 1042).,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2002-12-21,,1,0
-1042,TM75 to WGS 84 (1),transformation,4300,4326,EPSG-Ire,1,1305,Accuracy 1m.,1,9648,9102,9102,Parameter values taken from TM75 to ETRS89 (1) (code 1041) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Use iteration for reverse transformation WGS 84 to TM75.,EPSG,EPSG,2002-12-21,,1,0
-1043,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,1,9651,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where U=(latitude - 55) degrees and V=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,EPSG,2002-12-21,,1,1
-1044,Amersfoort / RD New to ED50 / UTM zone 31N (1),transformation,28992,23031,NCG-Nld,1,1172,?,1,9653,9001,9001,For reverse transformation see ED50 / UTM 31N to Amersfoort / RD New (1) (code 1045).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2002-12-21,,1,0
-1045,ED50 / UTM zone 31N to Amersfoort / RD New (1),transformation,23031,28992,NCG-Nld,1,1172,?,1,9653,9001,9001,For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (1) (code 1044).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2002-12-21,,1,0
-1046,Amersfoort / RD New to ED50 / UTM zone 31N (2),transformation,28992,23031,NAM-Nld,2,1172,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see ED50 / UTM zone 31N to Amersfoort / RD New (2) (code 1047).,Shell / NAM,EPSG,2002-12-21,,1,0
-1047,ED50 / UTM zone 31N to Amersfoort / RD New (2),transformation,23031,28992,NAM-Nld,2,1172,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (2) (code 1046).,Shell / NAM,EPSG,2002-12-21,,1,0
-1048,Belge 72 / Lambert to ED50 / UTM zone 31N (1),transformation,31300,23031,NCG-Bel,1,1044,?,1,9652,9001,9001,For reverse transformation see ED50 / UTM 31N to Belge 72 / Lambert (code 1049).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2002-12-21,,1,0
-1049,ED50 / UTM zone 31N to Belge 72 / Lambert (1),transformation,23031,31300,NCG-Bel,1,1044,?,1,9652,9001,9001,For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1048).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2002-12-21,,1,0
-1050,Amersfoort / RD New to ED50 / TM 5 NE (1),transformation,28992,23095,NAM-Nld,1,1630,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1051).,Shell / NAM,EPSG,2002-12-21,,1,0
-1051,ED50 / TM 5 NE to Amersfoort / RD New (1),transformation,23095,28992,NAM-Nld,2,1630,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1050).,Shell / NAM,EPSG,2002-12-21,,1,0
-1052,ED50 to WGS 84 (35),transformation,4230,4326,DMA-Eur W,35,2879,Minerals management in Germany.,5,9654,9102,9102,Adopted at June 2003 agreement between LBA and BSH. From TR8350.2 MRE for onshore western Europe. May be approximated to better than 0.5m by transformation code 1998. LBA will also accept TR8350.2 mean Europe geocentric translation (code 1133).,Landesbergamt for Lower Saxony and Bundesanstalt für Seeschifffahrt und Hydrographie.,EPSG,2007-03-22,2003.201 2004.63 2007.043,1,0
-1053,NTF to RGF93 (1),transformation,4275,4171,IGN-Fra 1m,1,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,May be used for transformation of NTF to/from ETR89 and WGS 84 as RGR93 may be considered equivalent to ETRS89 or WGS 84 within the accuracy of the transformation. See tfm codes 1054 and 15939. May be emulated using NTv2 method - see tfm code 15940.,"Institut Geographique National (IGN) document NTG_88.pdf, ""Grille de parametres de transformation de coordonnees"". http://www.ign.fr",EPSG,2007-05-29,2007.036,1,0
-1054,NTF to ETRS89 (2),transformation,4275,4258,EPSG-Fra 1m,2,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,These parameter values are taken from NTF to RGR93 (1) (code 1053) as RGR93 may be considered equivalent to ETRS89 within the accuracy of the transformation. May be emulated using NTv2 method - see tfm code 15941.,EPSG,EPSG,2007-05-29,2007.036,1,0
-1055,Ain el Abd to WGS 84 (3),transformation,4204,4326,WGC-Kwt,3,1136,1 metre accuracy.,1,9603,,,Derived at station K1.,KOC,EPSG,2004-06-16,,1,0
-1056,Ain el Abd to WGS 84 (4),transformation,4204,4326,Par-Kwt,4,1136,1 metre accuracy.,1,9607,,,"Derivation is more precise, but no evidence that accuracy is better than Ain el Abd to WGS 84 (3). EPSG recommends using Ain el Abd to WGS 84 (3).",KOC,EPSG,2004-06-16,,1,0
-1057,Ain el Abd to WGS 84 (5),transformation,4204,4326,Par-Kwt N,5,2956,1 metre accuracy.,1,9607,,,.,KOC,EPSG,2004-06-16,,1,0
-1058,Ain el Abd to WGS 84 (6),transformation,4204,4326,Par-Kwt S,6,2957,1 metre accuracy.,1,9607,,,,KOC,EPSG,2004-06-16,,1,0
-1059,KOC to WGS 84 (1),transformation,4246,4326,WGC-Kwt,1,1136,1 metre accuracy.,1,9603,,,,KOC,EPSG,2004-06-16,,1,0
-1060,NGN to WGS 84 (1),transformation,4318,4326,Mun-Kwt,1,1136,1 metre accuracy.,1,9603,,,,KOC,EPSG,2004-06-16,,1,0
-1061,Kudams to WGS 84 (1),transformation,4319,4326,Mun-Kwt,1,1136,For applications requiring an accuracy of better than 1 metre.,1,9603,,,,KOC,EPSG,2004-06-16,,1,0
-1062,Kudams to WGS 84 (2),transformation,4319,4326,Par-Kwt,2,1136,For applications requiring an accuracy of better than 1 metre.,1,9607,,,,KOC,EPSG,2004-06-16,,1,0
-1063,Vientiane 1982 to Lao 1997 (1),transformation,4676,4678,NGD-Lao,1,1138,Accuracy 2m.,2,9603,,,Derived at 8 stations.,National Geographic Department,EPSG,2004-04-27,,1,0
-1064,Lao 1993 to Lao 1997 (1),transformation,4677,4678,NGD-Lao,1,1138,Accuracy 0.15m,0.15,9603,,,Derived at 25 stations.,National Geographic Department,EPSG,2004-04-27,,1,0
-1065,Lao 1997 to WGS 84 (1),transformation,4678,4326,NGD-Lao,1,1138,Accuracy 5m.,5,9603,,,Derived at 25 stations.,National Geographic Department,EPSG,2004-04-27,,1,0
-1066,Amersfoort to ETRS89 (2),transformation,4289,4258,NCG-Nld 2000,2,1275,Accuracy 0.5m,0.5,9636,,,Replaced by Amersfoort to ETRS89 (4) (tfm code 15740). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 1751.,http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2005.08 2007.043,1,0
-1067,Minna to WGS 84 (11),transformation,4263,4326,Stat-Nga,11,1717,Oil industry exploration and production.,5,9603,,,"Used by Statoil for deep water blocks 210, 213, 217 and 218. Parameter values interpolated from Racal Survey geocentric translation contour charts for each of these four blocks and then meaned.",Statoil.,EPSG,2004-04-27,,1,0
-1068,Guam 1963 to NAD83(HARN) (1),transformation,4675,4152,NGS-Gum,1,1110,"Geodetic survey. Accuracy 3 m in each component, 1 sigma.",5,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs Guam 1963 and NAD83(HARN) (codes 4675 and 4152) have longitudes positive east. Can be used as approximation for tfm between Guam 1963 and WGS 84 - see tfm code 1069.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/readme.txt,EPSG,2004-04-22,,1,0
-1069,Guam 1963 to WGS 84 (2),transformation,4675,4326,EPSG-Gum,2,1110,Accuracy 5m.,5,9613,,,"Parameter files are from Guam 1963 to NAD83(HARN) (1) (code 1068), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.",EPSG,EPSG,2006-02-03,2006.021,1,0
-1070,Guam to WGS 84 (1),transformation,4675,4326,DMA-Gum,1,1110,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1071,Palestine 1923 to Israel (1),transformation,4281,4141,SoI-Isr,1,1126,Accuracy: 1.5m,1.5,9603,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2006-10-13,2006.89,1,0
-1072,Palestine 1923 / Israeli CS to Israel / Israeli TM (1),transformation,28193,2039,SoI-Isr,1,1126,Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31 deg 15 min N).,3,9656,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2006-10-13,2006.89,1,0
-1073,Israel to WGS 84 (1),transformation,4141,4326,SoI-Isr,1,1126,Accuracy: 2m,2,9603,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2004-04-14,,1,0
-1074,Palestine 1923 to WGS 84 (1),transformation,4281,4326,EPSG-Isr,1,1126,Oil Exploration. Accuracy: 1m to north and 5m to south of east-west line through Beersheba (31 deg 15 min N).,2,9606,,,Not recognised by Survey of Israel. See Palestine 1923 to WGS 84 (2) (code 8650).,Various industry sources,EPSG,2004-04-14,,1,0
-1075,ED50 to WGS 84 (38),transformation,4230,4326,TPAO-Tur,38,2896,Oil Exploration,10,9603,,,"Derived in 1987 by Geodetic for TPAO. Used on BP 1991/92 2D seismic surveys in central and eastern Turkish sector of Black Sea. In Turkey, replaced by tfm code 1784. Also adopted for use offshore Israel.",Various industry sources,EPSG,2007-03-22,2007.043,1,0
-1076,PSAD56 to WGS 84 (13),transformation,4248,4326,EPSG-Ven,13,1251,Approximation at the +/- 1m level.,1,9636,,,Parameter vales are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-03-26,,1,1
-1077,La Canoa to WGS 84 (2),transformation,4247,4326,EPSG-Ven,2,1251,Approximation at the +/- 1m level.,1,9636,,,Parameter values are from La Canoa to REGVEN (1) (code 1076) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-03-26,,1,1
-1078,Luxembourg 1930 to ETRS89 (2),transformation,4181,4258,ACT-Lux 0.1m,2,1146,For applications to an accuracy of 0.1 metre.,0.1,9636,,,May be taken as approximate transformation Luxembourg 1930 to WGS 84 - see code 1079.,Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT,EPSG,2004-03-09,,1,0
-1079,Luxembourg 1930 to WGS 84 (2),transformation,4181,4326,EPSG-Lux 0.5m,2,1146,For applications to an accuracy of 0.5 metre.,0.5,9636,,,Parameter values from Luxembourg 1930 to ETRS89 (2) (code 1078). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT,EPSG,2004-03-09,,1,0
-1080,CI1971 to WGS 84 (1),transformation,4672,4326,DMA-Nzl CI,1,2889,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html",EPSG,2005-05-21,2005.20 2005.21,1,0
-1081,CI1979 to WGS 84 (1),transformation,4673,4326,OSG-Nzl CI,1,2889,For applications requiring 2m accuracy.,2,9607,,,Derived at 4 stations using concatenation through WGS72. Parameter vales are also used to transform CI1979 to NZGD2000 - see tfm code 1082.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",EPSG,2004-02-17,,1,0
-1082,CI1979 to NZGD2000 (1),transformation,4673,4167,OSG-Nzl CI,1,2889,For applications requiring 2m accuracy.,2,9607,,,Parameter vales are from CI1979 to WGS 84 (1) (code 1081) assuming that WGS 84 is equivalent to NZGD2000 within the accuracy of the transformation.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",EPSG,2004-02-17,,1,0
-1083,JAD69 to WGS 72 (2),transformation,4242,4322,PC-Jam,2,3342,For oil exploration.,10,9603,,,Derived in 1981 through Transit observations at 4 stations by Geodetic Survey for Petroleum Corporation of Jamaica.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2007-01-19,2007.001,1,0
-1084,JAD69 to WGS 84 (1),transformation,4242,4326,UT-Jam 5m,1,3342,For applications requiring 5m accuracy.,5,9603,,,Derived via NAD27 and WGS 72. Preliminary values derived by Survey Department but not officially promulgated.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2007-01-19,2007.001,1,0
-1085,JAD69 to WGS 84 (2),transformation,4242,4326,UT-Jam 2m,2,3342,For applications requiring 2m accuracy.,2,9603,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2007-01-19,2007.001,1,0
-1086,JAD69 to WGS 84 (3),transformation,4242,4326,UT-Jam 1m,3,3342,For applications requiring 1m accuracy.,1,9607,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2004-02-17,,1,1
-1087,ED50 to WGS 84 (37),transformation,4230,4326,RJGC-Jor,37,1130,Topographic mapping.,999,9603,,,Information has not been confirmed by National Mapping Agency.,Various industry sources,EPSG,2004-01-29,,1,0
-1088,Monte Mario to WGS 84 (5),transformation,4265,4326,ENI-Ita Adr N Anc,5,2882,Oil exploration and production,10,9603,,,,ENI E&P Division (AGIP),EPSG,2004-01-20,,1,0
-1089,Monte Mario to WGS 84 (6),transformation,4265,4326,ENI-Ita Adr Anc-Gar,6,2883,Oil exploration and production,10,9603,,,,ENI E&P Division (AGIP),EPSG,2004-01-20,,1,0
-1090,Monte Mario to WGS 84 (7),transformation,4265,4326,ENI-Ita Adr S Gar,7,2884,Oil exploration and production,10,9603,,,,ENI E&P Division (AGIP),EPSG,2004-01-20,,1,0
-1091,Monte Mario to WGS 84 (8),transformation,4265,4326,ENI-Ita Otr,8,2885,Marine navigation,10,9603,,,,ENI E&P Division (AGIP),EPSG,2004-01-20,,1,0
-1092,Monte Mario to WGS 84 (9),transformation,4265,4326,ENI-Ita N Jon,9,2886,Marine navigation,10,9603,,,,ENI E&P Division (AGIP),EPSG,2004-01-20,,1,0
-1093,Monte Mario to WGS 84 (10),transformation,4265,4326,ENI-Ita E Sic,10,2887,Marine navigation,10,9603,,,,ENI E&P Division (AGIP),EPSG,2004-01-20,,1,0
-1094,Monte Mario to WGS 84 (11),transformation,4265,4326,ENI-Ita W Sic,11,2888,Marine navigation,10,9603,,,,ENI E&P Division (AGIP),EPSG,2004-01-20,,1,0
-1095,PSAD56 to WGS 84 (13),transformation,4248,4326,EPSG-Ven,13,1251,Approximation at the +/- 1m level.,15,9636,,,Parameter values are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-05,2004.184,1,0
-1096,La Canoa to WGS 84 (2),transformation,4247,4326,EPSG-Ven,2,1251,Approximation at the +/- 1m level.,15,9636,,,Parameter values are from La Canoa to REGVEN (1) (code 1771) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-05,2004.184,1,0
-1097,Dealul Piscului 1970 to WGS 84 (2),transformation,4317,4326,EPSG-Rom,2,1197,"Accuracy 3m, 5m and 3m in X, Y and Z axes.",5,9603,,,Parameter values taken from Pulkovo 1942 to WGS 84 (9) (code 1293) assuming that Pulkovo 1942 in Romania is equivalent to Dealul Piscului 1970.,EPSG,EPSG,2003-11-28,,1,0
-1098,IGM95 to ETRS89 (1),transformation,4670,4258,IGM-Ita,1,1127,IGM95 is a realisation of ETRS89.,0,9603,,,May be taken as approximate transformation IGM95 to WGS 84 - see code 1099.,ENI,EPSG,2004-01-07,,1,0
-1099,IGM95 to WGS 84 (1),transformation,4670,4326,IGM-Ita,1,1127,Approximation at the 1m level.,1,9603,,,Parameter values taken from IGM95 to ETRS89 (1) (code 1098) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,ENI,EPSG,2004-01-07,,1,0
-1100,Adindan to WGS 84 (1),transformation,4201,4326,DMA-Eth Sud,1,1271,For military purposes only. Accuracy 5m in each axis.,9,9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1101,Adindan to WGS 84 (2),transformation,4201,4326,DMA-Bfa,2,1057,For military purposes. Accuracy 25m in each axis.,44,9603,,,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Burkino Faso.",U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2002.38 2005.20,1,0
-1102,Adindan to WGS 84 (3),transformation,4201,4326,DMA-Cmr,3,3226,For military purposes. Accuracy 25m in each axis.,44,9603,,,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Cameroon.",U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2002.38 2005.20,1,0
-1103,Adindan to WGS 84 (4),transformation,4201,4326,DMA-Eth,4,1091,For military purposes. Accuracy 3m in each axis.,6,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1104,Adindan to WGS 84 (5),transformation,4201,4326,DMA-Mli,5,1153,For military purposes. Accuracy 25m in each axis.,44,9603,,,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Mali.",U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2002.38 2005.20,1,0
-1105,Adindan to WGS 84 (6),transformation,4201,4326,DMA-Sen,6,3304,For military purposes. Accuracy 25m in each axis.,44,9603,,,"Derived at 2 stations connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Senegal.",U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2002.38 2005.20,1,0
-1106,Adindan to WGS 84 (7),transformation,4201,4326,DMA-Sud,7,3311,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1107,Afgooye to WGS 84 (1),transformation,4205,4326,DMA-Som,1,1214,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1108,AGD66 to WGS 84 (1),transformation,4202,4326,DMA-Aus,1,2575,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 105 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2006-01-02,2005.20 2006.01,1,0
-1109,AGD84 to WGS 84 (1),transformation,4203,4326,DMA-Aus,1,2575,For military purposes only. Accuracy 2m in each axis.,4,9603,,,Derived at 90 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1110,Ain el Abd to WGS 84 (1),transformation,4204,4326,DMA-Bhr,1,1040,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,97.06,1,0
-1111,Ain el Abd to WGS 84 (2),transformation,4204,4326,DMA-Sau,2,1206,For military purposes. Accuracy 10m in each axis.,18,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1112,Amersfoort to WGS 84 (1),transformation,4289,4326,NCG-Nld 93,1,1275,?,1,9606,,,Replaced by Amersfoort to WGS 84 (2) (code 1672).,Nederlandse Commissie voor Geodesie publication 30; 1993.,EPSG,2007-03-22,97.07 2002.90 2007.043,1,0
-1113,Arc 1950 to WGS 84 (1),transformation,4209,4326,DMA-mean,1,2312,"For military purposes only. Accuracy 20m, 33m and 20m in X, Y and Z axes.",44,9603,,,Derived at 41 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1114,Arc 1950 to WGS 84 (2),transformation,4209,4326,DMA-Bwa,2,1051,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1115,Arc 1950 to WGS 84 (3),transformation,4209,4326,DMA-Bdi,3,1058,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1116,Arc 1950 to WGS 84 (4),transformation,4209,4326,DMA-Lso,4,1141,"For military purposes. Accuracy 3m, 3m and 8m in X, Y and Z axes.",10,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1117,Arc 1950 to WGS 84 (5),transformation,4209,4326,DMA-Mwi,5,1150,"For military purposes. Accuracy 9m, 24m and 8m in X, Y and Z axes.",27,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1118,Arc 1950 to WGS 84 (6),transformation,4209,4326,DMA-Swz,6,1224,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1119,Arc 1950 to WGS 84 (7),transformation,4209,4326,DMA-Cod,7,1259,For military purposes. Accuracy 25m in each axis.,25,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-09-30,2005.15 2005.20,1,1
-1120,Arc 1950 to WGS 84 (8),transformation,4209,4326,DMA-Zmb,8,1260,"For military purposes. Accuracy 21m, 21m and 27m in X, Y and Z axes.",41,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1121,Arc 1950 to WGS 84 (9),transformation,4209,4326,DMA-Zwe,9,1261,"For military purposes. Accuracy 5m, 8m and 11m in X, Y and Z axes.",15,9603,,,Derived at 10 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1122,Arc 1960 to WGS 84 (1),transformation,4210,4326,DMA-Ken Tza,1,2311,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1123,Batavia to WGS 84 (1),transformation,4211,4326,DMA-Idn Sumatra,1,1355,For military purposes. Accuracy 3m in each axis.,6,9603,,,Note: The area of use cited for this transformation (Sumatra) is not consistent with the area of use (Java) for the Batavia (Genuk) coordinate system. Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1124,Bermuda 1957 to WGS 84 (1),transformation,4216,4326,DMA-Bmu,1,1047,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1125,Bogota 1975 to WGS 84 (1),transformation,4218,4326,DMA-Col,1,1070,"For military purposes. Accuracy 6m, 5m and 6m in X, Y and Z axes.",10,9603,,,Derived in 1987 at 7 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1126,Bukit Rimpah to WGS 84 (1),transformation,4219,4326,DMA-Idn BBI,1,1287,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-21,2002.151 2005.20,1,0
-1127,Campo Inchauspe to WGS 84 (1),transformation,4221,4326,DMA-Arg,1,1033,For military purposes. Accuracy 5m in each axis.,9,9603,,,Derived at 20 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1128,Cape to WGS 84 (1),transformation,4222,4326,DMA-Zaf,1,1215,"For military purposes. Accuracy 3m, 6m and 6m in X, Y and Z axes.",9,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1129,Cape to WGS 84 (2),transformation,4222,4326,DSLI-Zaf,2,1215,?,15,9603,,,Residuals should not exceed 15 metres. Parameter values are from Cape to Hartebeesthoek94 (1) (code 1504) assuming that Hartebeesthoek94 and WGS 84 are equivalent within the accuracy of the transformation.,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",EPSG,1996-10-18,,1,0
-1130,Carthage to WGS 84 (1),transformation,4223,4326,DMA-Tun,1,1236,"For military purposes. Accuracy 6m, 9m and 8m in X, Y and Z axes.",14,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1131,Chua to WGS 84 (1),transformation,4224,4326,DMA-Pry,1,1188,"For military purposes. Accuracy 6m, 9m and 5m in X, Y and Z axes.",12,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2006-10-13,2005.20 2005.21 2005.84 2006.49 2006.89,1,0
-1132,Corrego Alegre to WGS 84 (1),transformation,4225,4326,DMA-Bra,1,1293,"For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.",8,9603,,,Derived at 17 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-12-30,2005.20 2005.841,1,0
-1133,ED50 to WGS 84 (1),transformation,4230,4326,DMA-mean,1,2420,"For military purposes. Accepted for minerals management in Germany. Accuracy 3m, 8m and 5m in X, Y and Z axes.",10,9603,,,Derived at 85 stations. In Germany will be accepted by LBA for minerals management purposes as alternative to tfm 1052 or 1998.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2006-03-16,2004.63 2005.20 2005.471,1,0
-1134,ED50 to WGS 84 (2),transformation,4230,4326,DMA-cenEur,2,2421,For military purposes only. Accuracy 3m each axis.,6,9603,,,Derived at 52 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1135,ED50 to WGS 84 (3),transformation,4230,4326,DMA-midEast,3,2345,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1136,ED50 to WGS 84 (4),transformation,4230,4326,DMA-Cyp,4,1078,For military purposes only. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1137,ED50 to WGS 84 (5),transformation,4230,4326,DMA-Egy,5,1086,"For military purposes. Accuracy 6m, 8m and 8m in X, Y and Z axes.",13,9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1138,ED50 to WGS 84 (6),transformation,4230,4326,DMA-Irl Gbr,6,2343,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 40 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1139,ED50 to WGS 84 (7),transformation,4230,4326,DMA-Fin Nor,7,2344,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 20 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1140,ED50 to WGS 84 (8),transformation,4230,4326,DMA-Grc,8,1106,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1141,ED50(ED77) to WGS 84 (2),transformation,4154,4326,DMA-Irn,2,1123,"For military purposes. Accuracy 9m, 12m and 11m in X, Y and Z axes.",19,9603,,,Given by DMA as from ED50. EPSG interpret that as ED50(ED77) in Iran. Derived at 27 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2000.06 2005.20,1,0
-1142,ED50 to WGS 84 (10),transformation,4230,4326,DMA-Ita Sard,10,2339,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1143,ED50 to WGS 84 (11),transformation,4230,4326,DMA-Ita Sic,11,2340,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1144,ED50 to WGS 84 (12),transformation,4230,4326,DMA-Mlt,12,1154,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1145,ED50 to WGS 84 (13),transformation,4230,4326,DMA-Prt Esp,13,2338,"For military purposes only. Accuracy 5m, 6m and 3m in X, Y and Z axes.",9,9603,,,Derived at 18 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1146,ED87 to WGS 84 (1),transformation,4231,4326,5Nat-NSea-90,1,2330,?,0.8,9606,,,,"Norwegian Mapping Authority publication 1990:1 and note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge""",EPSG,1997-04-11,97.03 97.04,1,0
-1147,ED50 to ED87 (2),transformation,4230,4231,NMA-Nor N65,2,2331,Geodetic purposes.,1,9606,,,,"Norwegian Mapping Authority note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge""",EPSG,1997-04-11,97.04,1,0
-1148,Egypt 1907 to WGS 84 (1),transformation,4229,4326,DMA-Egy,1,1086,"For military purposes. Accuracy 3m, 6m and 8m in X, Y and Z axes.",11,9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1149,ETRS89 to WGS 84 (1),transformation,4258,4326,EPSG-eur,1,1298,ETRS89 is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,EPSG,EPSG,2000-10-19,97.24 2000.72,1,0
-1150,GDA94 to WGS 84 (1),transformation,4283,4326,EPSG-Aus,1,2575,GDA94 is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,EPSG,EPSG,1996-10-18,,1,0
-1151,NZGD49 to WGS 84 (1),transformation,4272,4326,DMA-Nzl,1,1175,"For military purposes only. Accuracy 5m, 3m and 5m in X, Y and Z axes.",8,9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1152,Hu Tzu Shan to WGS 84 (1),transformation,4236,4326,DMA-Twn,1,1228,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1153,Indian 1954 to WGS 84 (1),transformation,4239,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 15m, 6m and 12m in X, Y and Z axes.",21,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,97.06,1,0
-1154,Indian 1975 to WGS 84 (1),transformation,4240,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Replaced by Indian 1975 to WGS 84 (2) (code 1304).,U.S. Defense Mapping Agency TR8350.2 second edition September 1991,EPSG,2007-03-22,2007.043,1,0
-1155,Kalianpur 1937 to WGS 84 (1),transformation,4144,4326,DMA-Bgd,1,1041,"For military purposes. Accuracy 10m, 8m and 12m in X, Y and Z axes.",18,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2005-05-27,97.235 2005.21,1,0
-1156,Kalianpur 1975 to WGS 84 (1),transformation,4146,4326,DMA-Ind Npl,1,2411,"For military purposes. Accuracy 12m, 10m and 15m in X, Y and Z axes.",22,9603,,,Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2005-05-27,97.235 2005.21,1,0
-1157,Kandawala to WGS 84 (1),transformation,4244,4326,DMA-Lka,1,1218,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1158,Kertau 1968 to WGS 84 (1),transformation,4245,4326,DMA-Mys Sgp,1,1309,"For military purposes. Accuracy 10m, 8m and 6m in X, Y and Z axes.",15,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2007-01-04,2005.20 2006.251 2006.89,1,0
-1159,Leigon to WGS 84 (1),transformation,4250,4326,DMA-Gha,1,1104,"For military purposes. Accuracy 2m, 3m and 2m in X, Y and Z axes.",5,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1160,Liberia 1964 to WGS 84 (1),transformation,4251,4326,DMA-Lbr,1,1142,For military purposes only. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1161,Luzon 1911 to WGS 84 (1),transformation,4253,4326,DMA-Phl N,1,2364,"For military purposes. Accuracy 8m, 11m and 9m in X, Y and Z axes.",17,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1162,Luzon 1911 to WGS 84 (2),transformation,4253,4326,DMA-Phl Min,2,2365,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1163,M'poraloko to WGS 84 (1),transformation,4266,4326,DMA-Gab,1,1100,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1164,Mahe 1971 to WGS 84 (1),transformation,4256,4326,DMA-Syc,1,2369,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1165,Massawa to WGS 84 (1),transformation,4262,4326,DMA-Eth,1,1089,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1166,Merchich to WGS 84 (1),transformation,4261,4326,DMA-Mar,1,1166,"For military purposes. Accuracy 5m, 3m and 3m in X, Y and Z axes.",7,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1167,Minna to WGS 84 (1),transformation,4263,4326,DMA-Cmr,1,3226,For military purposes only. Accuracy 25m in each axis.,44,9603,,,"Derived at 2 stations. Note: Minna is used in Nigeria, not Cameroon.",U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1168,Minna to WGS 84 (2),transformation,4263,4326,DMA-Nga,2,1178,"For military purposes. Accuracy 3m, 6m and 5m in X, Y and Z axes.",9,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1169,Monte Mario to WGS 84 (1),transformation,4265,4326,DMA-Ita Sar,1,2339,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2004.08 2005.20,1,0
-1170,NAD27 to WGS 84 (1),transformation,4267,4326,DMA-Carib,1,2418,"For military purposes. Accuracy 3m, 9m and 12m in X, Y and Z axes.",16,9603,,,Derived at 15 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1171,NAD27 to WGS 84 (2),transformation,4267,4326,DMA-Cen Am,2,2419,"For military purposes only. Accuracy 8m, 3m and 5m in X, Y and Z axes.",10,9603,,,Derived at 19 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1172,NAD27 to WGS 84 (3),transformation,4267,4326,DMA-Can,3,1061,"For military purposes only. Accuracy 15m, 11m and 6m in X, Y and Z axes.",20,9603,,,Derived at 112 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1173,NAD27 to WGS 84 (4),transformation,4267,4326,DMA-Conus,4,1323,"For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.",10,9603,,,Derived at 405 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1174,NAD27 to WGS 84 (5),transformation,4267,4326,DMA-ConusE,5,2389,"For military purposes only. Accuracy 5m, 5m and 8m in X, Y and Z axes.",11,9603,,,Derived at 129 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1175,NAD27 to WGS 84 (6),transformation,4267,4326,DMA-ConusW,6,2390,"For military purposes only. Accuracy 5m, 3m and 3m in X, Y and Z axes.",7,9603,,,Derived at 276 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1176,NAD27 to WGS 84 (7),transformation,4267,4326,DMA-USA AK,7,2412,"For military purposes only. Accuracy 5m, 9m and 5m in X, Y and Z axes.",12,9603,,,Derived at 47 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1177,NAD27 to WGS 84 (8),transformation,4267,4326,DMA-Bha xSalv,8,2413,"For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.",8,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1178,NAD27 to WGS 84 (9),transformation,4267,4326,DMA-Bha Salv,9,2414,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1179,NAD27 to WGS 84 (10),transformation,4267,4326,DMA-Can AB BC,10,2384,"For military purposes only. Accuracy 8m, 8m and 6m in X, Y and Z axes.",13,9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1180,NAD27 to WGS 84 (11),transformation,4267,4326,DMA-Can MN ON,11,2415,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",12,9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1181,NAD27 to WGS 84 (12),transformation,4267,4326,DMA-Can E,12,2416,"For military purposes only. Accuracy 6m, 6m and 3m in X, Y and Z axes.",9,9603,,,Derived at 37 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1182,NAD27 to WGS 84 (13),transformation,4267,4326,DMA-Can NWT,13,2410,"For military purposes only. Accuracy 5m, 5m and 3m in X, Y and Z axes.",8,9603,,,Derived at 17 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1183,NAD27 to WGS 84 (14),transformation,4267,4326,DMA-Can Yuk,14,2417,"For military purposes only. Accuracy 5m, 8m and 3m in X, Y and Z axes.",10,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1184,NAD27 to WGS 84 (15),transformation,4267,4326,DMA-Pan,15,2385,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1185,NAD27 to WGS 84 (16),transformation,4267,4326,DMA-Cuba,16,1077,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1186,NAD27 to WGS 84 (17),transformation,4267,4326,DMA-Grl,17,2386,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations. Note: NAD27 is not used in Greenland.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2006-07-21,2005.20 2006.466,1,0
-1187,NAD27 to WGS 84 (18),transformation,4267,4326,DMA-Mex,18,1160,"For military purposes only. Accuracy 8m, 6m and 6m in X, Y and Z axes.",12,9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1188,NAD83 to WGS 84 (1),transformation,4269,4326,DMA-N Am,1,1325,Accuracy 2m in each axis.,4,9603,,,Derived at 312 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,97.06,1,0
-1189,Nahrwan 1967 to WGS 84 (1),transformation,4270,4326,DMA-Omn Mas,1,2391,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1190,Nahrwan 1967 to WGS 84 (2),transformation,4270,4326,DMA-Sau,2,1206,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1191,Nahrwan 1967 to WGS 84 (3),transformation,4270,4326,DMA-UAE,3,1243,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1192,Naparima 1972 to WGS 84 (1),transformation,4271,4326,DMA-Tto,1,1235,For military purposes only. Accuracy given by NIMA 15m in each axis. EPSG believes there is an 8-10m blunder in dX.,33,9603,,,CAUTION: EPSG believes that these parameter values include a blunder and that if NIMA transformation parameters are to be used the 1987 version (EPSG code 1307) be used.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-06-30,98.102,1,0
-1193,NTF to WGS 84 (1),transformation,4275,4326,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to ETRS89. See NTF to ETRS89 (1) (code 1651).,IGN technical report RT/G 14; January 1988.,EPSG,2006-12-29,2006.992,1,0
-1195,OSGB 1936 to WGS 84 (1),transformation,4277,4326,DMA-Gbr,1,1264,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",21,9603,,,Derived at 38 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1196,OSGB 1936 to WGS 84 (2),transformation,4277,4326,DMA-Gbr Eng,2,2395,"For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.",10,9603,,,Derived at 24 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1197,OSGB 1936 to WGS 84 (3),transformation,4277,4326,DMA-Gbr E&W,3,2396,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",21,9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1198,OSGB 1936 to WGS 84 (4),transformation,4277,4326,DMA-Gbr Sco,4,2397,For military purposes only. Accuracy 10m in each axis.,18,9603,,,Derived at 13 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1199,OSGB 1936 to WGS 84 (5),transformation,4277,4326,DMA-Gbr Wal,5,2398,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1200,Pointe Noire to WGS 84 (1),transformation,4282,4326,DMA-Cog,1,1072,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1201,PSAD56 to WGS 84 (1),transformation,4248,4326,DMA-mean,1,2399,"For military purposes only. Accuracy 17m, 27m and 27m in X, Y and Z axes.",42,9603,,,Derived at 63 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1202,PSAD56 to WGS 84 (2),transformation,4248,4326,DMA-Bol,2,1049,"For military purposes only. Accuracy 5m, 11m and 14m in X, Y and Z axes.",19,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1203,PSAD56 to WGS 84 (3),transformation,4248,4326,DMA-Chl N,3,2402,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1204,PSAD56 to WGS 84 (4),transformation,4248,4326,DMA-Chl S,4,2403,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1205,PSAD56 to WGS 84 (5),transformation,4248,4326,DMA-Col,5,1070,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1206,PSAD56 to WGS 84 (6),transformation,4248,4326,DMA-Ecu,6,3241,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1207,PSAD56 to WGS 84 (7),transformation,4248,4326,DMA-Guy,7,1114,"For military purposes. Accuracy 6m, 14m and 5m in X, Y and Z axes.",17,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1208,PSAD56 to WGS 84 (8),transformation,4248,4326,DMA-Per,8,1189,"For military purposes only. Accuracy 6m, 8m and 12m in X, Y and Z axes.",16,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1209,PSAD56 to WGS 84 (9),transformation,4248,4326,DMA-Ven,9,1251,"For military purposes only. Accuracy 9m, 14m and 15m in X, Y and Z axes.",23,9603,,,Derived at 24 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1211,Qornoq to WGS 84 (1),transformation,4287,4326,DMA-Grl S,1,2407,"For military purposes. Accuracy 25m, 25m and 32m in X, Y and Z axes.",,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1212,SAD69 to WGS 84 (1),transformation,4291,4326,DMA-mean,1,1341,"For military purposes only. Accuracy 15m, 6m and 9m in X, Y and Z axes.",,9603,,,Derived at 84 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1213,SAD69 to WGS 84 (2),transformation,4291,4326,DMA-Arg,2,1033,For military purposes only. Accuracy 5m in each axis.,,9603,,,Derived at 10 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1214,SAD69 to WGS 84 (3),transformation,4291,4326,DMA-Bol,3,1049,For military purposes. Accuracy 15m in each axis.,,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1215,SAD69 to WGS 84 (4),transformation,4291,4326,DMA-Bra,4,1053,"For military purposes only. Accuracy 3m, 5m and 5m in X, Y and Z axes.",,9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1216,SAD69 to WGS 84 (5),transformation,4291,4326,DMA-Chile,5,1066,"For military purposes only. Accuracy 15m, 8m and 11m in X, Y and Z axes.",,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1217,SAD69 to WGS 84 (6),transformation,4291,4326,DMA-Col,6,1070,"For military purposes only. Accuracy 6m, 6m and 5m in X, Y and Z axes.",,9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1218,SAD69 to WGS 84 (7),transformation,4291,4326,DMA-Ecu,7,1085,For military purposes. Accuracy 3m in each axis.,,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1219,SAD69 to WGS 84 (8),transformation,4291,4326,DMA-Ecu Gal,8,2356,For military purposes. Accuracy 25m in each axis.,,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1220,SAD69 to WGS 84 (9),transformation,4291,4326,DMA-Guy,9,1114,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1221,SAD69 to WGS 84 (10),transformation,4291,4326,DMA-Pgy,10,1188,For military purposes. Accuracy 15m in each axis.,,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1222,SAD69 to WGS 84 (11),transformation,4291,4326,DMA-Peru,11,1189,For military purposes. Accuracy 5m in each axis.,,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1223,SAD69 to WGS 84 (12),transformation,4291,4326,DMA-Tto,12,1235,For military purposes only. Accuracy 25m in each axis.,,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1224,SAD69 to WGS 84 (13),transformation,4291,4326,DMA-Ven,13,1251,"For military purposes only. Accuracy 3m, 6m and 3m in X, Y and Z axes.",,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,1996-10-18,,1,1
-1225,Sapper Hill 1943 to WGS 84 (1),transformation,4292,4326,DMA-Flk E,1,2355,For military purposes. Accuracy 1m in each axis.,2,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1226,Schwarzeck to WGS 84 (1),transformation,4293,4326,DMA-Nam,1,1169,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1227,Tananarive to WGS 84 (1),transformation,4297,4326,DMA-Mdg,1,1149,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-27,2005.20 2005.21,1,0
-1228,Timbalai 1948 to WGS 84 (1),transformation,4298,4326,DMA-Borneo,1,1362,"For military purposes. Accuracy 10m, 10m and 12m in X, Y and Z axes.",19,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1229,TM65 to WGS 84 (1),transformation,4299,4326,DMA-Ire,1,1305,For military purposes only. Accuracy 3m in each axis.,,9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,1996-10-18,,1,1
-1230,Tokyo to WGS 84 (1),transformation,4301,4326,DMA-Jpn Kor,1,2409,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",29,9603,,,Derived at 31 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,97.06,1,0
-1231,Tokyo to WGS 84 (2),transformation,4301,4326,DMA-Jpn,2,1129,"For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.",13,9603,,,Derived at 16 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1232,Tokyo to WGS 84 (3),transformation,4301,4326,DMA-Kor,3,1135,"For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.
-.",13,9603,,,Derived at 29 stations. Replaced by Tokyo to WGS 84 (5) (code 1305).,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,97.06 2007.043,1,0
-1233,Tokyo to WGS 84 (4),transformation,4301,4326,DMA-Jpn Ok,4,2408,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",29,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1234,Yacare to WGS 84 (1),transformation,4309,4326,DMA-Ury,1,1247,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1235,Zanderij to WGS 84 (1),transformation,4311,4326,DMA-Sur,1,1222,"For military purposes. Accuracy 5m, 5m and 8m in X, Y and Z axes.",11,9603,,,Derived at 5 stations.,EPSG,EPSG,2005-04-14,,1,0
-1236,AGD84 to WGS 84 (2),transformation,4203,4326,Auslig-Aus old,2,2575,Preliminary estimate.,5,9607,,,"""Higgins parameters"". Replaced by AGD84 to GDA94 (2) (code 1280) and AGD84 to WGS 84 (7) (code 1669).",Australian Surveying and Land Information Group - www.auslig.gov.au/geodesy,EPSG,2007-03-22,2007.043,1,0
-1237,WGS 72 to WGS 84 (1),transformation,4322,4326,DMA1,1,1262,For scientific purposes.,2,9606,,,,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,1996-12-12,,1,0
-1238,WGS 72 to WGS 84 (2),transformation,4322,4326,DMA2,2,1262,For scientific purposes.,2,9606,,,,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,1996-12-12,,1,0
-1239,WGS 72BE to WGS 72 (1),transformation,4324,4322,DMA,1,1262,Geodesy.,2,9606,,,,,EPSG,1996-12-12,,1,0
-1240,WGS 72BE to WGS 84 (1),transformation,4324,4326,DMA,1,2346,Geodesy.,2,9606,,,,,EPSG,1996-12-12,,1,0
-1241,NAD27 to NAD83 (1),transformation,4267,4269,NGS-Usa Conus,1,2374,"Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.",0.15,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,98.201 98.53 2000.14 2004.36,1,0
-1243,NAD27 to NAD83 (2),transformation,4267,4269,NGS-Usa AK,2,2373,"Accuracy at 67% confidence level is 0.5m onshore, 5m nearshore and undetermined farther offshore.",0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east. May be used as transformation to WGS 84 - see NAD27 to WGS 84 (85) (code 15864).,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2006-12-26,98.201 98.53 2000.14 2004.36 2006.993,1,0
-1245,ED50 to WGS 84 (16),transformation,4230,4326,DMA-Tun,16,1236,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-04-16,98.11,1,0
-1246,Herat North to WGS 84 (1),transformation,4255,4326,DMA-Afg,1,1024,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
-1247,Kalianpur 1962 to WGS 84 (1),transformation,4145,4326,DMA-Pak,1,1184,For military purposes.,999,9603,,,Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. No accuracy estimate available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1999-10-20,97.235 2005.21,1,0
-1248,ID74 to WGS 84 (1),transformation,4238,4326,DMA-Idn,1,1122,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2006-08-25,2002.151 2006.81,1,0
-1249,NAD27 to WGS 84 (21),transformation,4267,4326,DMA-AK AluE,21,2387,"For military purposes only. Accuracy 6m, 8m and 10m in X, Y and Z axes.",15,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
-1250,NAD27 to WGS 84 (22),transformation,4267,4326,DMA-AK AluW,22,2388,For military purposes. Accuracy 10m in each axis.,18,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
-1251,NAD83 to WGS 84 (2),transformation,4269,4326,DMA-AK Alu,2,2157,"For military purposes only. Accuracy 5m, 2m and 5m in X, Y and Z axes.",8,9603,,,Derived at 42 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
-1252,NAD83 to WGS 84 (3),transformation,4269,4326,DMA-USA Hi,3,1334,For military purposes only. Accuracy 2m in each axis.,4,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
-1253,Nord Sahara 1959 to WGS 84 (1),transformation,4307,4326,DMA-Alg,1,1026,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
-1254,Pulkovo 1942 to WGS 84 (1),transformation,4284,4326,DMA-Rus,1,1198,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
-1255,Nord Sahara 1959 to WGS 84 (2),transformation,4307,4326,DMA-Dza N,2,1365,For military purposes only. Accuracy 25m in each axis.,44,9603,,,CAUTION: Source CRS described by DMA as from Voirol 1960. EPSG believes that the data used in the derivation of these parameters contains a blunder. We recommend using transformation North Sahara 1959 to WGS84 (1) (code 1253). Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2000-06-23,98.15 2000.47,1,0
-1256,Fahud to WGS 84 (1),transformation,4232,4326,DMA-Omn,1,1183,"For military purposes. Accuracy 3m, 3m and 9m in X, Y and Z axes.",10,9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2005-05-27,2005.21,1,0
-1258,Bogota 1975 (Bogota) to Bogota 1975 (Greenwich),transformation,4802,4218,IGAC-Col,1,1070,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1259,Lisbon (Lisbon) to Lisbon (Greenwich),transformation,4803,4207,IGC-Prt,1,1294,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1260,Makassar (Jakarta) to Makassar (1),transformation,4804,4257,EPSG-Idn Sulawesi,1,1316,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
-1261,MGI (Ferro) to MGI (Greenwich),transformation,4805,4312,BEV-Aut balk,1,1166,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1262,Monte Mario (Rome) to Monte Mario (1),transformation,4806,4265,EPSG-Ita,1,1127,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,98.37 99.79 2006.89,1,0
-1263,Padang (Jakarta) to Padang (Greenwich),transformation,4808,4280,EPSG-Idn Sumatra,1,1355,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1264,Belge 1950 (Brussels) to Belge 1950 (1),transformation,4809,4215,IGN-Bel,1,1347,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
-1265,Tananarive (Paris) to Tananarive (1),transformation,4810,4297,EPSG-Mdg,1,1149,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
-1266,Voirol 1875 (Paris) to Voirol 1875 (1),transformation,4811,4304,IGN-Dza,1,2347,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
-1268,Batavia (Jakarta) to Batavia (Greenwich),transformation,4813,4211,EPSG-Idn Java,1,1285,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1269,RT38 (Stockholm) to RT38 (Greenwich),transformation,4814,4308,NLS-Swe,1,1225,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1270,Greek (Athens) to Greek (Greenwich),transformation,4815,4120,NTU-Grc,1,1106,Change of prime meridian.,,9601,,,,Topography Department; National Technical University of Athens.,EPSG,1999-11-12,99.79,1,1
-1271,Schwarzeck to WGS 84 (2),transformation,4293,4326,SLI-Nam,2,1169,?,999,9603,,,Beware! Schwarzeck CRS uses German legal metres. Example: Schwarzeck Lat 19d 35m 46.952s S Long 20d 41m 50.649s E; X=5623409.40 Y=2124618.00 Z=-2125847.62 GLM; X=5623485.86 Y=2124646.89 Z=-2125876.53 m; WGS84 X=5624101.50 Y=2124748.97 Z=2126132.34 m.,Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-11-13,97.48,1,0
-1272,GGRS87 to WGS 84 (1),transformation,4121,4326,Hel-Grc,1,1106,For applications requiring 1m or better accuracy.,1,9603,,,,Geodesy Department; Public Petroleum Corporation of Greece.,EPSG,1997-06-16,,1,0
-1273,HD72 to ETRS89 (1),transformation,4237,4258,ELTE-Hun,1,1119,?,,9607,,,May be taken as approximate transformation HD72 to WGS 84 - see code 1677.,http://lazarus.elte.hu/gb/geodez/geod5.htm,EPSG,1997-11-13,97.47,1,1
-1274,Pulkovo 1942 to LKS94 (1),transformation,4284,4669,HNIT-Ltu,1,1145,?,9,9607,,,May be taken as approximate transformation Pulkovo 1942 to WGS 84 - see code 1679.,HNIT-BALTIC GeoInfoServisas.,EPSG,2006-05-08,2006.31,1,0
-1275,ED50 to WGS 84 (17),transformation,4230,4326,IGN-Fra,17,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to ETRS89. See ED50 to ETRS89 (10) (code 1650).,IGN technical report 14 (January 1988).,EPSG,2006-12-29,98.11 2006.992,1,0
-1276,NTF to ED50 (1),transformation,4275,4230,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report 7 (October 1981).,EPSG,1997-11-13,,1,0
-1277,NTF to WGS 72 (1),transformation,4275,4322,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report 7 (October 1981).,EPSG,1997-11-13,,1,0
-1278,AGD66 to GDA94 (1),transformation,4202,4283,Auslig-Aus 5m,1,2575,5m accuracy.,5,9603,,,Given to greater precision but no better accuracy at http://www.dehaa.sa.gov.au For higher accuracy requirements see various regional transformations. May be taken as approximate transformation AGD66 to WGS 84 - see code 15788. Derived at 162 stations.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
-1279,AGD84 to GDA94 (1),transformation,4203,4283,Auslig-Aus 5m,1,2575,5m accuracy.,5,9603,,,Given to greater precision but no better accuracy at http://www.dehaa.sa.gov.au For higher accuracy requirements see various regional transformations. May be taken as approximate transformation AGD84 to WGS 84 - see code 15789. Derived at 327 stations.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
-1280,AGD84 to GDA94 (2),transformation,4203,4283,Auslig-Aus 1m,2,2575,1m accuracy.,1,9607,,,Replaces AGD84 to WGS 84 (2) (code 1236). May be taken as approximate transformation AGD84 to WGS 84 - see code 1669.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2007-03-22,2006.01 2007.043,1,0
-1282,Samboja to WGS 84 (1),transformation,4125,4326,TOT-Idn Mah,1,1328,Oil exploration.,,9603,,,Datum shift derived through ITRF93.,Total Indonesia.,EPSG,2000-03-07,2000.23,1,1
-1283,LKS94 to WGS 84 (1),transformation,4669,4326,HNIT-Ltu,1,1145,LKS94 is a realisation of ETRS89 coincident to WGS 84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,HNIT-BALTIC GeoInfoServisas.,EPSG,2006-05-08,98.13 2006.31,1,0
-1284,Arc 1960 to WGS 84 (2),transformation,4210,4326,NIMA-Ken,2,1132,"For military purposes. Accuracy 4m, 3m and 3m in X, Y and Z axes.",6,9603,,,Derived at 24 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-21,2005.20,1,0
-1285,Arc 1960 to WGS 84 (3),transformation,4210,4326,NIMA-Tza,3,1230,"For military purposes. Accuracy 6m, 9m and 10m in X, Y and Z axes.",15,9603,,,Derived at 12 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-21,2005.20,1,0
-1286,Segora to WGS 84 (1),transformation,4294,4326,NIMA-Idn Kal,1,2354,For military purposes.,,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-03-12,,1,1
-1287,Pulkovo 1942 to WGS 84 (3),transformation,4284,4326,NIMA-Hun,3,1119,For military purposes. Accuracy 2m in each axis.,4,9603,,,Derived at 5 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-27,98.11 2005.20 2005.21,1,0
-1288,Pulkovo 1942 to WGS 84 (4),transformation,4284,4326,NIMA-Pol,4,1192,"For military purposes only. Accuracy 4m, 2m and 4m in X, Y and Z axes.",6,9603,,,Derived at 11 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-27,98.11 2005.20 2005.21,1,0
-1289,Pulkovo 1942 to WGS 84 (5),transformation,4284,4326,NIMA-Cze,5,1079,"For military purposes only. Accuracy 3m, 3m and 2m in X, Y and Z axes.",5,9603,,,Derived at 6 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-27,98.11 2005.20 2005.21,1,0
-1290,Pulkovo 1942 to WGS 84 (6),transformation,4284,4326,NIMA-Lva,6,1139,For military purposes. Accuracy 2m in each axis.,4,9603,,,Derived at 5 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-27,98.11 2005.20 2005.21,1,0
-1291,Pulkovo 1942 to WGS 84 (7),transformation,4284,4326,NIMA-Kaz,7,1131,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-27,98.11 2005.20 2005.21,1,0
-1292,Pulkovo 1942 to WGS 84 (8),transformation,4284,4326,NIMA-Alb,8,1025,For military purposes. Accuracy 3m in each axis.,6,9603,,,Derived at 7 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-21,98.11 2005.20 2005.21,1,0
-1293,Pulkovo 1942 to WGS 84 (9),transformation,4284,4326,NIMA-Rom,9,1197,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 4 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-27,98.11 2005.20 2005.21,1,0
-1294,Voirol 1875 to WGS 84 (1),transformation,4304,4326,NIMA-Dza N,1,2347,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-03-12,,1,0
-1296,Trinidad 1903 to WGS 84 (1),transformation,4302,4326,Amoco-Tto Trin,1,1339,Oil exploration.,2,9603,,,Derived in 1989 by ONI for Amoco.,Trinidad Ministry of Energy and Energy Industries.,EPSG,1998-11-11,98.38,1,0
-1297,Tete to Moznet (1),transformation,4127,4130,DNGC-Moz,1,1167,Residuals as high as 30 metres.,30,9607,,,Mean of 32 stations. To reduce the size of the residuals; four regional parameter sets (see codes 1298-1301) were developed. May be taken as approximate transformation Tete to WGS 84 - see code 1683.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2007-03-22,2006.76 2007.043,1,0
-1298,Tete to Moznet (2),transformation,4127,4130,DNGC-Moz A,2,2350,Residuals are generally under 1 metre.,1,9607,,,Mean of 9 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1684.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
-1299,Tete to Moznet (3),transformation,4127,4130,DNGC-Moz B,3,2351,Residuals are generally under 4 metres.,4,9607,,,Mean of 6 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1685.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
-1300,Tete to Moznet (4),transformation,4127,4130,DNGC-Moz C,4,2352,Residuals are generally under 3 metres.,3,9607,,,Mean of 11 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1686.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
-1301,Tete to Moznet (5),transformation,4127,4130,DNGC-Moz D,5,2353,Residuals are 5-10 metres.,10,9607,,,Mean of 7 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1687.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
-1302,Moznet to WGS 84 (1),transformation,4130,4326,EPSG-Moz,1,1167,For many purposes Moznet can be considered to be coincident with WGS 84. Accuracy better than 1 metre.,1,9607,,,,EPSG,EPSG,1998-04-16,,1,0
-1303,Pulkovo 1942 to WGS 84 (10),transformation,4284,4326,KCS-Kaz Cas,10,2405,Residuals under 2 m.,2,9606,,,Mean of 13 stations along entire Kazak coastline.,KazakCaspiShelf consortium.,EPSG,2000-02-02,2000.05,1,0
-1304,Indian 1975 to WGS 84 (2),transformation,4240,4326,NIMA-Tha,2,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Replaces Indian 1975 to WGS 84 (1) (code 1154).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2007-03-22,2005.20 2005.46 2007.043,1,0
-1305,Tokyo to WGS 84 (5),transformation,4301,4326,NIMA-Kor,5,1135,For military purposes. Accuracy 2m in each axis.,4,9603,,,Derived at 29 stations. Replaces Tokyo to WGS 84 (3) (code 1232).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2007-03-22,2005.20 2005.46 2007.043,1,0
-1306,MGI to WGS 84 (1),transformation,4312,4326,NIMA-balk,1,2370,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.20 2005.21 2005.46,1,0
-1307,Naparima 1972 to WGS 84 (3),transformation,4271,4326,NIMA-Tto Tob,3,1322,For military purposes only. Accuracy 15m in each axis.,26,9603,,,(1) See remarks for tfm code 1192. (2) Naparima 1972 is an extension to Tobago of the Napaima 1955 geographic CRS of Trindad. In Trinidad this transformation may also be considered to use Napaima 1955 (code 4158) as its source CRS: see tfm code 1556.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1308,NAD83 to WGS 84 (4),transformation,4269,4326,NGS-Usa ITRF94,4,1323,Historical record only - superseded - see remarks.,,9607,,,Strictly between NAD83 and ITRF94(1996.0). Superseded by NAD83 to WGS 84 (5) (code 1515).,US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,1999-04-22,99.12 99.38,1,1
-1309,DHDN to ETRS89 (1),transformation,4314,4258,IfAG-Deu W,1,2326,For applications with an accuracy at 5 m level.,5,9607,,,Mean of 69 stations. May be taken as approximate tfm DHDN to WGS 84 (code 1673). Replaced by DHDN to ETRS89 (2) (tfm code 1776) and regional higher accuracy tfms. Note: these later tfms have been published using the Position Vector method.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2007-03-22,2000.72 2004.09 2005.18 2007.043,1,0
-1310,Pulkovo 1942 to ETRS89 (1),transformation,4284,4258,IfAG-Deu E,1,1343,Residuals under 2 m.,2,9607,,,Mean of 20 stations.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2000-10-19,2000.72,1,1
-1311,ED50 to WGS 84 (18),transformation,4230,4326,UKOOA-CO,18,2342,Recommended transformation for UKCS and IrishCS petroleum purposes.,1,9606,,,Based on ED50 to WGS72 (precise ephemeris) 6-nations agreement of 1981 to which precise to broadcast and broadcast to WGS 84 transformations have been concatenated.,The Hydrographic Journal; vol 52 page 50.,EPSG,2006-10-13,2004.48 2006.89,1,0
-1312,NAD27 to NAD83 (3),transformation,4267,4269,GC-Can NT1,3,1061,Historic record only - now superseded - see remarks.,1,9614,,,Uses NTv1 method. Replaced in Quebec by code 1462 and elsewhere in 1997 by NTv2 (transformation code 1313). Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geomatics Canada - Geodetic Survey Division.,EPSG,2007-03-22,98.57 2000.14 2007.043,1,0
-1313,NAD27 to NAD83 (4),transformation,4267,4269,GC-Can NT2,4,1061,Accuracy 1-2 metres.,1.5,9615,,,Uses NTv2 data files. Replaces NTv1 (transformation code 1312) except in Quebec. Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and (code 4269) have longitudes positive east. May be used as tfm to WGS 84 - see code 1693.,http://www.geod.nrcan.gc.ca/products/html-public/GSDapps/English/NTv2_Fact_Sheet.html,EPSG,2006-12-29,98.57 2000.14 2006.993,1,0
-1314,OSGB 1936 to WGS 84 (6),transformation,4277,4326,UKOOA-Pet,6,2394,Oil exploration. Accuracy better than 4m and generally better than 2m.,2,9606,,,For a more accurate transformation see OSGB 1936 / British National Grid to ETRS89 (2) (code 1039): contact the Ordnance Survey of Great Britain (http://www.gps.gov.uk/gpssurveying.asp) for details.,UK Offshore Operators Association. Also at EuroGeographics at http://crs.bkg.bund.de/crs-eu,EPSG,2005-05-27,2002.62 2005.18,1,0
-1315,OSGB 1936 to ED50 (UKOOA),transformation,4277,4230,UKOOA-UKCS,1,2394,For oil exploration. Accuracy better than 4m and generally better than 2m.,2,9606,,,This transformation is concatenated from OSGB36 to WGS 84 (Petroleum) (code 1314) minus ED50 to WGS 84 (Common Offshore) (code 1311).,UK Offshore Operators Association.,EPSG,1998-11-11,,1,0
-1316,Manoca to WGS 84 (1),transformation,4260,4326,SCS-Cmr,1,1060,?,999,9603,,,,Stolt Comex Seaway and Geoid for Elf.,EPSG,1998-11-11,,1,1
-1317,Camacupa to WGS 72BE (1),transformation,4220,4324,GSI-Ago,1,1604,Oil exploration.,10,9603,,,Derived by Geophysical Services Inc. in 1979 from mean of Transit results at 7 stations.,EPSG,EPSG,1998-11-11,,1,0
-1318,Camacupa to WGS 84 (1),transformation,4220,4326,CON-Ago B5,1,2316,Used for oil exploration by Conoco.,10,9603,,,,EPSG,EPSG,1998-11-11,,1,0
-1319,Camacupa to WGS 84 (2),transformation,4220,4326,TEX-Ago B2,2,2317,Used for oil exploration by Texaco.,25,9603,,,,EPSG,EPSG,1998-11-11,,1,0
-1320,Camacupa to WGS 84 (3),transformation,4220,4326,SHL-Ago old,3,2321,Oil exploration prior to 1994.,10,9606,,,Replaced by Camacupa to WGS 84 (9). Used by Shell prior to 1994.,EPSG,EPSG,2007-03-22,98.56 2007.043,1,0
-1321,Camacupa to WGS 84 (4),transformation,4220,4326,GSI-Ago,4,2320,Oil exploration.,10,9603,,,"Derived as mean of 123 Transit passes at station Cabo Ledo NE base in November 1990. Used by Elf for block 7 up to December 1992 then replaced by Camacupa to WGS 84 (7). Used by Total in block 8, ExxonMobil block 24, Western Geophysical for spec. data.",EPSG,EPSG,2007-03-22,2000.16 2007.043,1,0
-1322,Camacupa to WGS 84 (5),transformation,4220,4326,ELF-Ago B3 old,5,2318,Oil exploration.,3,9603,,,Derived at station Djeno during coordination of platform PAL F2 in February 1992. Used by Elf for block 3 up to December 1992 then replaced by Camacupa to WGS 84 (7).,EPSG,EPSG,2007-03-22,2007.043,1,0
-1323,Camacupa to WGS 84 (6),transformation,4220,4326,ELF-Ago B7 old,6,2319,Used for oil exploration by Elf for 1993 block 7 shallow water survey.,8,9603,,,Derived at Luanda observatory December 1992.,EPSG,EPSG,1998-11-11,,1,0
-1324,Camacupa to WGS 84 (7),transformation,4220,4326,ELF-Ago B15,7,2322,"Used for oil exploration by Elf for blocks 3, 7 and 17 between December 1992 and 1994 then superseded by Camacupa to WGS 84 (10). Used by Exxon for block 15 since 1993.",3,9603,,,Derived at platform PAL F2 in December 1992.,EPSG,EPSG,2007-03-22,2007.043,1,0
-1325,Camacupa to WGS 84 (8),transformation,4220,4326,ELF-Ago B2 old,8,2317,Oil exploration between December 1992 and 1994.,3,9603,,,Derived at platform PAL F2 in December 1992. Used by Total for block 2 between December 1992 and 1994 then replaced by Camacupa to WGS 84 (10).,EPSG,EPSG,2007-03-22,2007.043,1,0
-1326,Camacupa to WGS 84 (9),transformation,4220,4326,SHL-Ago B16,9,2323,Used by Shell since 1994.,10,9606,,,Derived by GPS on two Topnav DGPS reference stations at Djeno and Luanda. Replaces Camacupa to WGS 84 (3).,EPSG,EPSG,2007-03-22,98.56 2007.043,1,0
-1327,Camacupa to WGS 84 (10),transformation,4220,4326,ELF-Ago N,10,2324,Used for oil exploration by Elf in blocks 3 and 17 since 1994. Used by Total in block 2 since 1994. Adopted by BP-Amoco Elf and Exxon for blocks 31-33.,5,9603,,,Derived at platform PAL F2 in 1994 by Topnav using Doris.,EPSG,EPSG,1998-11-11,,1,0
-1328,Malongo 1987 to Mhast (1),transformation,4259,4264,CHV-Ago Cab,1,1317,Used for oil exploration.,0,9603,,,Malongo 1987 is an offshore extension of Mhast adopted by Chevron in 1987.,EPSG,EPSG,1998-11-11,,1,1
-1329,Mhast to WGS 84 (1),transformation,4264,4326,CHV-Ago Cab,1,1317,"Used for oil exploration by Chevron until superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557.",10,9603,,,"Superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557. Malongo 1987 is an offshore extension of the Mhast cooordinate system.",Chevron.,EPSG,1998-11-11,,1,1
-1330,Malongo 1987 to WGS 84 (1),transformation,4259,4326,CHV-Ago Cab89,1,3180,Offshore oil exploration and production between April 1989 and June 1990.,10,9603,,,Derived at Station Y in April 1989 using 572 transit satellite passes. Computed value for dZ was -96.42 but -96.38 has been utilised. Replaced Malongo 1987 to WGS 84 (3) (code 15791) in 1989. Replaced by Malongo 1987 to WGS 84 (2) (code 1557) in 1990.,Chevron.,EPSG,2007-03-22,2007.043,1,0
-1331,EST92 to ETRS89 (1),transformation,4133,4258,UT-Est,1,1090,?,0.1,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2000.72 2005.46,1,0
-1332,Pulkovo 1942 to EST92 (1),transformation,4284,4133,UT-Est,1,1090,?,9,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2005.46,1,0
-1333,EST92 to WGS 84 (1),transformation,4133,4326,UT-Est,1,1090,?,0.5,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2005.46,1,0
-1334,Pulkovo 1942 to WGS 84 (12),transformation,4284,4326,UT-Est,12,1090,?,9,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2005.46,1,0
-1335,Tokyo to WGS 84 (6),transformation,4301,4326,GSI-Jpn 452141,6,2425,For medium accuracy.,2,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2005-09-29,2005.46,1,1
-1336,Tokyo + JSLD to WGS 84 (7),transformation,7414,4326,GSI-Jpn 452142,7,2426,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1337,Tokyo + JSLD to WGS 84 (8),transformation,7414,4326,GSI-Jpn 444141,8,2427,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1338,Tokyo + JSLD to WGS 84 (9),transformation,7414,4326,GSI-Jpn 444142,9,2428,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1339,Tokyo + JSLD to WGS 84 (10),transformation,7414,4326,GSI-Jpn 440141,10,2429,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1340,Tokyo + JSLD to WGS 84 (11),transformation,7414,4326,GSI-Jpn 440142,11,2430,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1341,Tokyo + JSLD to WGS 84 (12),transformation,7414,4326,GSI-Jpn 440143,12,2431,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1342,Tokyo + JSLD to WGS 84 (13),transformation,7414,4326,GSI-Jpn 440144,13,2432,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1343,Tokyo + JSLD to WGS 84 (14),transformation,7414,4326,GSI-Jpn 432141,14,2433,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1344,Tokyo + JSLD to WGS 84 (15),transformation,7414,4326,GSI-Jpn 432142,15,2434,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1345,Tokyo + JSLD to WGS 84 (16),transformation,7414,4326,GSI-Jpn 432143,16,2435,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1346,Tokyo + JSLD to WGS 84 (17),transformation,7414,4326,GSI-Jpn 432144,17,2436,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1347,Tokyo + JSLD to WGS 84 (18),transformation,7414,4326,GSI-Jpn 432145,18,2437,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1348,Tokyo + JSLD to WGS 84 (19),transformation,7414,4326,GSI-Jpn 424140,19,2438,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1349,Tokyo + JSLD to WGS 84 (20),transformation,7414,4326,GSI-Jpn 424141,20,2439,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,99.77 2002.08 2004.38,1,1
-1350,Tokyo + JSLD to WGS 84 (21),transformation,7414,4326,GSI-Jpn 424142,21,2440,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1351,Tokyo + JSLD to WGS 84 (22),transformation,7414,4326,GSI-Jpn 424143,22,2441,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1352,Tokyo + JSLD to WGS 84 (23),transformation,7414,4326,GSI-Jpn 424144,23,2442,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1353,Tokyo + JSLD to WGS 84 (24),transformation,7414,4326,GSI-Jpn 424145,24,2443,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1354,Tokyo + JSLD to WGS 84 (25),transformation,7414,4326,GSI-Jpn 420139,25,2444,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1355,Tokyo + JSLD to WGS 84 (26),transformation,7414,4326,GSI-Jpn 420140,26,2445,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1356,Tokyo + JSLD to WGS 84 (27),transformation,7414,4326,GSI-Jpn 420141,27,2446,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1357,Tokyo + JSLD to WGS 84 (28),transformation,7414,4326,GSI-Jpn 420142,28,2447,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1358,Tokyo + JSLD to WGS 84 (29),transformation,7414,4326,GSI-Jpn 420143,29,2448,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1359,Tokyo + JSLD to WGS 84 (30),transformation,7414,4326,GSI-Jpn 412140,30,2449,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1360,Tokyo + JSLD to WGS 84 (31),transformation,7414,4326,GSI-Jpn 412141,31,2450,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1361,Tokyo + JSLD to WGS 84 (32),transformation,7414,4326,GSI-Jpn 404140,32,2451,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1362,Tokyo + JSLD to WGS 84 (33),transformation,7414,4326,GSI-Jpn 404141,33,2452,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1363,Tokyo + JSLD to WGS 84 (34),transformation,7414,4326,GSI-Jpn 400139,34,2453,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1364,Tokyo + JSLD to WGS 84 (35),transformation,7414,4326,GSI-Jpn 400140,35,2454,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1365,Tokyo + JSLD to WGS 84 (36),transformation,7414,4326,GSI-Jpn 400141,36,2455,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1366,Tokyo + JSLD to WGS 84 (37),transformation,7414,4326,GSI-Jpn 392139,37,2456,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1367,Tokyo + JSLD to WGS 84 (38),transformation,7414,4326,GSI-Jpn 392140,38,2457,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1368,Tokyo + JSLD to WGS 84 (39),transformation,7414,4326,GSI-Jpn 392141,39,2458,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1369,Tokyo + JSLD to WGS 84 (40),transformation,7414,4326,GSI-Jpn 384139,40,2459,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1370,Tokyo + JSLD to WGS 84 (41),transformation,7414,4326,GSI-Jpn 384140,41,2460,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1371,Tokyo + JSLD to WGS 84 (42),transformation,7414,4326,GSI-Jpn 384141,42,2461,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1372,Tokyo + JSLD to WGS 84 (43),transformation,7414,4326,GSI-Jpn 380139,43,2462,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1373,Tokyo + JSLD to WGS 84 (44),transformation,7414,4326,GSI-Jpn 380140,44,2463,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1374,Tokyo + JSLD to WGS 84 (45),transformation,7414,4326,GSI-Jpn 380141,45,2464,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1375,Tokyo + JSLD to WGS 84 (46),transformation,7414,4326,GSI-Jpn 372136,46,2465,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1376,Tokyo + JSLD to WGS 84 (47),transformation,7414,4326,GSI-Jpn 372137,47,2466,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1377,Tokyo + JSLD to WGS 84 (48),transformation,7414,4326,GSI-Jpn 372138,48,2467,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1378,Tokyo + JSLD to WGS 84 (49),transformation,7414,4326,GSI-Jpn 372139,49,2468,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1379,Tokyo + JSLD to WGS 84 (50),transformation,7414,4326,GSI-Jpn 372140,50,2469,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1380,Tokyo + JSLD to WGS 84 (51),transformation,7414,4326,GSI-Jpn 372141,51,2470,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1381,Tokyo + JSLD to WGS 84 (52),transformation,7414,4326,GSI-Jpn 364136,52,2471,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1382,Tokyo + JSLD to WGS 84 (53),transformation,7414,4326,GSI-Jpn 364137,53,2472,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1383,Tokyo + JSLD to WGS 84 (54),transformation,7414,4326,GSI-Jpn 364138,54,2473,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1384,Tokyo + JSLD to WGS 84 (55),transformation,7414,4326,GSI-Jpn 364139,55,2474,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1385,Tokyo + JSLD to WGS 84 (56),transformation,7414,4326,GSI-Jpn 364140,56,2475,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1386,Tokyo + JSLD to WGS 84 (57),transformation,7414,4326,GSI-Jpn 360136,57,2476,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1387,Tokyo + JSLD to WGS 84 (58),transformation,7414,4326,GSI-Jpn 360137,58,2477,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1388,Tokyo + JSLD to WGS 84 (59),transformation,7414,4326,GSI-Jpn 360138,59,2478,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1389,Tokyo + JSLD to WGS 84 (60),transformation,7414,4326,GSI-Jpn 360139,60,2479,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1390,Tokyo + JSLD to WGS 84 (61),transformation,7414,4326,GSI-Jpn 360140,61,2480,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1391,Tokyo + JSLD to WGS 84 (62),transformation,7414,4326,GSI-Jpn 352132,62,2481,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1392,Tokyo + JSLD to WGS 84 (63),transformation,7414,4979,GSI-Jpn 352133,63,2482,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1393,Tokyo + JSLD to WGS 84 (64),transformation,7414,4326,GSI-Jpn 352134,64,2483,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1394,Tokyo + JSLD to WGS 84 (65),transformation,7414,4326,GSI-Jpn 352135,65,2484,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1395,Tokyo + JSLD to WGS 84 (66),transformation,7414,4326,GSI-Jpn 352136,66,2485,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1396,Tokyo + JSLD to WGS 84 (67),transformation,7414,4326,GSI-Jpn 352137,67,2486,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1397,Tokyo + JSLD to WGS 84 (68),transformation,7414,4326,GSI-Jpn 352138,68,2487,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1398,Tokyo + JSLD to WGS 84 (69),transformation,7414,4326,GSI-Jpn 352139,69,2488,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1399,Tokyo + JSLD to WGS 84 (70),transformation,7414,4326,GSI-Jpn 352140,70,2489,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1400,Tokyo + JSLD to WGS 84 (71),transformation,7414,4326,GSI-Jpn 344132,71,2490,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1401,Tokyo + JSLD to WGS 84 (72),transformation,7414,4326,GSI-Jpn 344133,72,2491,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1402,Tokyo + JSLD to WGS 84 (73),transformation,7414,4326,GSI-Jpn 344134,73,2492,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1403,Tokyo + JSLD to WGS 84 (74),transformation,7414,4326,GSI-Jpn 344135,74,2493,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1404,Tokyo + JSLD to WGS 84 (75),transformation,7414,4326,GSI-Jpn 344136,75,2494,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1405,Tokyo + JSLD to WGS 84 (76),transformation,7414,4326,GSI-Jpn 344137,76,2495,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1406,Tokyo + JSLD to WGS 84 (77),transformation,7414,4326,GSI-Jpn 344138,77,2496,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1407,Tokyo + JSLD to WGS 84 (78),transformation,7414,4326,GSI-Jpn 344139,78,2497,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1408,Tokyo + JSLD to WGS 84 (79),transformation,7414,4326,GSI-Jpn 344140,79,2498,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1409,Tokyo + JSLD to WGS 84 (80),transformation,7414,4326,GSI-Jpn 340130,80,2499,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1410,Tokyo + JSLD to WGS 84 (81),transformation,7414,4326,GSI-Jpn 340131,81,2500,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1411,Tokyo + JSLD to WGS 84 (82),transformation,7414,4326,GSI-Jpn 340132,82,2501,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1412,Tokyo + JSLD to WGS 84 (83),transformation,7414,4326,GSI-Jpn 340133,83,2502,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1413,Tokyo + JSLD to WGS 84 (84),transformation,7414,4326,GSI-Jpn 340134,84,2503,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1414,Tokyo + JSLD to WGS 84 (85),transformation,7414,4326,GSI-Jpn 340135,85,2504,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1415,Tokyo + JSLD to WGS 84 (86),transformation,7414,4326,GSI-Jpn 340136,86,2505,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1416,Tokyo + JSLD to WGS 84 (87),transformation,7414,4326,GSI-Jpn 340137,87,2506,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1417,Tokyo + JSLD to WGS 84 (88),transformation,7414,4326,GSI-Jpn 340138,88,2507,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1418,Tokyo + JSLD to WGS 84 (89),transformation,7414,4326,GSI-Jpn 332129,89,2508,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1419,Tokyo + JSLD to WGS 84 (90),transformation,7414,4326,GSI-Jpn 332130,90,2509,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1420,Tokyo + JSLD to WGS 84 (91),transformation,7414,4326,GSI-Jpn 332131,91,2510,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1421,Tokyo + JSLD to WGS 84 (92),transformation,7414,4326,GSI-Jpn 332132,92,2511,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1422,Tokyo + JSLD to WGS 84 (93),transformation,7414,4326,GSI-Jpn 332133,93,2512,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1423,Tokyo + JSLD to WGS 84 (94),transformation,7414,4326,GSI-Jpn 332134,94,2513,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1424,Tokyo + JSLD to WGS 84 (95),transformation,7414,4326,GSI-Jpn 332135,95,2514,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1425,Tokyo + JSLD to WGS 84 (96),transformation,7414,4326,GSI-Jpn 332136,96,2515,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1426,Tokyo + JSLD to WGS 84 (97),transformation,7414,4326,GSI-Jpn 324129,97,2516,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1427,Tokyo + JSLD to WGS 84 (98),transformation,7414,4326,GSI-Jpn 324130,98,2517,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1428,Tokyo + JSLD to WGS 84 (99),transformation,7414,4326,GSI-Jpn 324131,99,2518,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1429,Tokyo + JSLD to WGS 84 (100),transformation,7414,4326,GSI-Jpn 324132,100,2519,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1430,Tokyo + JSLD to WGS 84 (101),transformation,7414,4326,GSI-Jpn 324133,101,2520,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1431,Tokyo + JSLD to WGS 84 (102),transformation,7414,4326,GSI-Jpn 324134,102,2521,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1432,Tokyo + JSLD to WGS 84 (103),transformation,7414,4326,GSI-Jpn 320130,103,2522,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1433,Tokyo + JSLD to WGS 84 (104),transformation,7414,4326,GSI-Jpn 320131,104,2523,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1434,Tokyo + JSLD to WGS 84 (105),transformation,7414,4326,GSI-Jpn 320132,105,2524,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1435,Tokyo + JSLD to WGS 84 (106),transformation,7414,4326,GSI-Jpn 312130,106,2525,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1436,Tokyo + JSLD to WGS 84 (107),transformation,7414,4326,GSI-Jpn 312131,107,2526,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
-1437,RT90 to ETRS89 (1),transformation,4124,4258,NLS-Swe,1,1225,Accuracy 0.5m.,0.5,9607,,,"Derived at 22 points in 1993. Replaced by RT90 to SWEREF99 (1) (code 1895) from 2001.
-This transformation is actually between ETRS89 and RR92. RR92 is a geographic 3D CRS where the horizontal component is RT90.",National Land Survey of Sweden.,EPSG,2007-03-22,99.11 2000.72 2002.48 2007.043,1,0
-1438,Fahud to WGS 84 (2),transformation,4232,4326,PDO-Omn,2,1183,Oil exploration.,25,9606,,,,Petroleum Development Oman,EPSG,1999-04-22,,1,0
-1439,PSD93 to WGS 84 (1),transformation,4134,4326,PDO-Omn 97,1,1183,Oil exploration. Residuals 0.5m at 67% probability level.,0.5,9606,,,Replaced PSD93 to WGS 84 (2) (code 8581) in 1997.,Petroleum Development Oman,EPSG,2007-03-22,2000.28 2007.043,1,0
-1440,ED50 to WGS 84 (19),transformation,4230,4326,HEL-Grc,19,1106,Used in oil industry.,999,9603,,,,Geodesy Department; Hellenic Petroleum s.a.,EPSG,1999-04-22,,1,0
-1441,Antigua 1943 to WGS 84 (1),transformation,4601,4326,DOS-Atg Ant,1,1273,?,10,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-1442,Dominica 1945 to WGS 84 (1),transformation,4602,4326,DOS-Dma,1,1082,?,10,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-1443,Grenada 1953 to WGS 84 (1),transformation,4603,4326,DOS-Grd,1,3118,?,10,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-1444,Montserrat 1958 to WGS 84 (1),transformation,4604,4326,DOS-Msr,1,1165,Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,NIMA TR8350.2 revision 2 via Ordnance Survey of Great Britain.,EPSG,2007-01-04,2002.76 2006.02 2006.89,1,0
-1445,St. Kitts 1955 to WGS 84 (1),transformation,4605,4326,DOS-Kna,1,1200,?,10,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-1446,St. Lucia 1955 to WGS 84 (1),transformation,4606,4326,DOS-Lca,1,1201,?,10,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-1447,Anguilla 1957 to WGS 84 (1),transformation,4600,4326,DOS-Aia,1,1030,?,10,9619,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-1450,ED50 to WGS 84 (20),transformation,4230,4326,NMA-Nor 6265W,20,2333,Oil exploration before 1997/2001.,0.5,9620,,,Valid 1991-1997. Replaced in 1997 by ED50 to WGS 84 (22) (code 1590) and in 2001 by ED50 to WGS 84 (23) (code 1612).,"Norwegian Mapping Authority note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge"".",EPSG,2007-03-22,2000.14 2007.043,1,0
-1451,NAD27(CGQ77) to NAD83 (1),transformation,4609,4269,SGQ-Can QC NT1,1,1368,Historic record only - now superseded - see remarks.,1,9614,,,Replaced by NAD27(CGQ77) to NAD83 (2) (code 1575). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 (code 4609) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2007-03-22,2000.14 2007.043,1,0
-1454,Old Hawaiian to NAD83 (1),transformation,4135,4269,NGS-Usa HI,1,1334,Accuracy at 67% confidence level is 0.2m.,0.2,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs Old Hawaiian (code 4135) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from Old Hawaiian Datum but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,2000.14 2004.182 2004.36,1,0
-1455,St. Lawrence Island to NAD83 (1),transformation,4136,4269,NGS-Usa AK StL,1,1332,Accuracy 0.5m at 67% confidence level.,0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. Lawrence (code 4136) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. Lawrence Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,2000.14 2004.36,1,0
-1456,St. Paul Island to NAD83 (1),transformation,4137,4269,NGS-Usa AK StP,1,1333,Accuracy 0.5m at 67% confidence level.,0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. Paul (code 4137) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. Paul Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,2000.14 2004.36,1,0
-1457,St. George Island to NAD83 (1),transformation,4138,4269,NGS-Usa AK StG,1,1331,Accuracy 0.5m at 67% confidence level.,0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. George (code 4138) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. George Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,2000.14 2004.36,1,0
-1458,AGD66 to GDA94 (2),transformation,4202,4283,Auslig-ACT 1m,2,2283,Recommended for mid-accuracy use in A.C.T. 1m accuracy.,1,9607,,,For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1665.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
-1459,AGD66 to GDA94 (3),transformation,4202,4283,Auslig-Tas 1m old,3,1282,1m accuracy.,1,9607,,,Replaced in 2000 by AGD66 to GDA94 (8) (code 1594). Differences are sub-metre.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2007-03-22,2000.68 2006.01 2007.043,1,0
-1460,AGD66 to GDA94 (4),transformation,4202,4283,Auslig-NSW Vic 1m,4,2286,Recommended for mid-accuracy use in NSW and Victoria. 1m accuracy.,1,9607,,,For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1666.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
-1461,Puerto Rico to NAD83 (1),transformation,4139,4269,NGS-PRVI,1,1335,Accuracy 0.05m at 67% confidence level.,0.05,9613,,,May be taken as approximate transformation Puerto Rico-WGS 84 - see code 15841.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,2000.14 2004.36,1,0
-1462,NAD27 to NAD83 (5),transformation,4267,4269,SGQ-Can QC NT1,5,1368,Historic record only - now superseded - see remarks.,1,9614,,,Densification for Quebec of code 1312. Replaced by NAD27 to NAD83 (6) (code 1573). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2007-03-22,2000.14 2007.043,1,0
-1463,NAD27(76) to NAD83 (1),transformation,4608,4269,SGQ-Can Ont,1,1367,?,1,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(76) (code 4608) and NAD83 (code 4269) have longitudes positive east. May be taken as approximate transformation NAD27(76) to WGS 84 - see code 1690.,Geodetic Survey of Canada http://www.geod.nrcan.gc.ca/,EPSG,2005-09-29,2000.14 2005.46,1,0
-1464,AGD66 to GDA94 (5),transformation,4202,4283,OSG-Aus Vic old,5,2285,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (10) (code 1596) and then by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,Office of Surveyor General Victoria; http://www.land.vic.gov.au/,EPSG,2005-09-29,99.67 2000.14 2000.68 2005.46,1,0
-1466,NGO 1948 (Oslo) to NGO1948 (Greenwich),transformation,4817,4273,NGO-Nor,1,1352,Change of prime meridian.,,9601,,,,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,1999-11-12,99.79,1,1
-1467,NTF (Paris) to NTF (Greenwich) (1),transformation,4807,4275,IGN-Fra,1,1096,Change of prime meridian.,,9601,,,,IGN Paris.,EPSG,1999-11-12,99.63 99.79,1,1
-1468,NTF (Paris) to NTF (Greenwich) (2),transformation,4807,4275,RGS,2,1096,Change of prime meridian.,,9601,,,EPSG prefers value from IGN Paris (code 1467).,Royal Geographic Society; London,EPSG,1999-11-12,99.63 99.79,1,1
-1469,Locodjo 1965 to WGS 84 (1),transformation,4142,4326,IGN-Civ,1,2282,?,999,9603,,,,IGN Paris,EPSG,1999-10-20,,1,0
-1470,Abidjan 1987 to WGS 84 (1),transformation,4143,4326,IGN-Civ,1,2282,?,1,9603,,,,IGN Paris,EPSG,1999-10-20,,1,0
-1471,MGI to WGS 84 (2),transformation,4312,4326,BEV-Aut,1,1037,For applications to an accuracy of 1.5 metres.,,9606,,,,Bundesamt für Eich- und Vermessungswesen,EPSG,1999-10-20,,1,1
-1472,ATS77 to NAD83(CSRS98) (1),transformation,4122,4140,GIC-Can NB,1,1447,?,,9615,,,Introduced in 1999. Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1688.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,2000-10-19,2000.14 2000.66,1,1
-1473,NAD83(CSRS98) to WGS 84 (1),transformation,4140,4326,EPSG-Can,1,1336,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,9603,,,For many purposes NAD83(CSRS98) can be considered to be coincident with WGS 84.,EPSG,EPSG,1999-10-20,,1,1
-1474,NAD83 to NAD83(HARN) (1),transformation,4269,4152,NGS-Usa AL,1,1372,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1717.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1475,NAD83 to NAD83(HARN) (2),transformation,4269,4152,NGS-Usa AZ,2,1373,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1728.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1476,NAD83 to NAD83(HARN) (3),transformation,4269,4152,NGS-Usa CA n,3,2297,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1739.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1477,NAD83 to NAD83(HARN) (4),transformation,4269,4152,NGS-Usa CA s,4,2298,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1750.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1478,NAD83 to NAD83(HARN) (5),transformation,4269,4152,NGS-Usa CO,5,1376,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1712.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1479,NAD83 to NAD83(HARN) (6),transformation,4269,4152,NGS-Usa GA,6,1380,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1713.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1480,NAD83 to NAD83(HARN) (7),transformation,4269,4152,NGS-Usa FL,7,1379,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1714.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1481,NAD83 to NAD83(HARN) (8),transformation,4269,4152,NGS-Usa ID MT e,8,2382,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1715.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1482,NAD83 to NAD83(HARN) (9),transformation,4269,4152,NGS-Usa ID MT w,9,2383,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1716.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1483,NAD83 to NAD83(HARN) (10),transformation,4269,4152,NGS-Usa KY,10,1386,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1718.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1484,NAD83 to NAD83(HARN) (11),transformation,4269,4152,NGS-Usa LA,11,1387,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1719.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1485,NAD83 to NAD83(HARN) (12),transformation,4269,4152,NGS-Usa DE MD,12,2377,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1720.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1486,NAD83 to NAD83(HARN) (13),transformation,4269,4152,NGS-Usa ME,13,1388,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1721.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1487,NAD83 to NAD83(HARN) (14),transformation,4269,4152,NGS-Usa MI,14,1391,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1722.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1488,NAD83 to NAD83(HARN) (15),transformation,4269,4152,NGS-Usa MS,15,1393,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1723.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1489,NAD83 to NAD83(HARN) (16),transformation,4269,4152,NGS-Usa NE,16,1396,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1724.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1490,NAD83 to NAD83(HARN) (17),transformation,4269,4152,NGS-Usa NewEng,17,2378,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1725.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1491,NAD83 to NAD83(HARN) (18),transformation,4269,4152,NGS-Usa NM,18,1400,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1726.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1492,NAD83 to NAD83(HARN) (19),transformation,4269,4152,NGS-Usa NY,19,1401,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1727.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1493,NAD83 to NAD83(HARN) (20),transformation,4269,4152,NGS-Usa ND,20,1403,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1729.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1494,NAD83 to NAD83(HARN) (21),transformation,4269,4152,NGS-Usa OK,21,1405,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1730.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1495,NAD83 to NAD83(HARN) (22),transformation,4269,4152,NGS-PRVI,22,1335,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1731.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1496,NAD83 to NAD83(HARN) (23),transformation,4269,4152,NGS-Usa SD,23,1410,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1732.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1497,NAD83 to NAD83(HARN) (24),transformation,4269,4152,NGS-Usa TN,24,1411,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1733.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1498,NAD83 to NAD83(HARN) (25),transformation,4269,4152,NGS-Usa TX e,25,2379,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1734.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1499,NAD83 to NAD83(HARN) (26),transformation,4269,4152,NGS-Usa TX w,26,2380,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1735.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1500,NAD83 to NAD83(HARN) (27),transformation,4269,4152,NGS-Usa VA,27,1415,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1736.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1501,NAD83 to NAD83(HARN) (28),transformation,4269,4152,NGS-Usa OR WA,28,2381,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1737.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1502,NAD83 to NAD83(HARN) (29),transformation,4269,4152,NGS-Usa WI,29,1418,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1738.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1503,NAD83 to NAD83(HARN) (30),transformation,4269,4152,NGS-Usa WY,30,1419,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1740.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
-1504,Cape to Hartebeesthoek94 (1),transformation,4222,4148,DSM-Zaf,1,1215,?,15,9603,,,Residuals should not exceed 15 metres. Also used to transform Cape to WGS 84 - see code 1129.,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-01-06,99.96,1,0
-1505,Hartebeesthoek94 to WGS 84 (1),transformation,4148,4326,EPSG-Zaf,1,1215,For many purposes Hartebeesthoek94 datum can be considered to be coincident with WGS 84.,1,9603,,,,EPSG,EPSG,2000-01-06,99.96,1,0
-1506,AGD66 to GDA94 (6),transformation,4202,4283,OSG-Tas 0.1m,6,1282,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,http://www.delm.tas.gov.au/osg/Geodetic_transform.htm,EPSG,2007-03-22,2000.14 2007.043,1,0
-1507,AGD66 to GDA94 (7),transformation,4202,4283,Auslig-NT 0.1m,7,2284,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2007-03-22,2000.14 2006.01 2007.043,1,0
-1508,CH1903 to WGS 84 (1),transformation,4149,4326,BfL-CH 1,1,1286,?,,9607,,,Implemented in Bundesamt für Landestopographie programme GRANIT.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,1999-10-20,,1,1
-1509,CH1903+ to CHTRF95 (1),transformation,4150,4151,BfL-CH,1,1286,For applications to an accuracy of 0.1 metres.,0.1,9603,,,This transformation is also given as CH1903+ to ETRS89 (1) (code 1647). CHTRF95 is a realisation of ETRS89. May be taken as approximate transformation CH1903+ to WGS 84 - see code 1676.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,1999-10-20,,1,0
-1510,CH1903 to WGS 84 (2),transformation,4149,4326,BfL-CH 2,2,1286,Accuracy 1.5 metres.,,9603,,,These parameters are strictly between CH1903+ and CHTRF95 but are used from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,1999-10-20,,1,1
-1511,CHTRF95 to WGS 84 (1),transformation,4151,4326,EPSG-CH,1,1286,For many purposes CHTRF95 can be considered to be coincident with WGS 84.,1,9603,,,,EPSG,EPSG,1999-10-20,,1,0
-1512,Rassadiran to WGS 84 (1),transformation,4153,4326,TOT-Irn Taheri,1,1338,Oil industry engineering survey. Used only for terminal site.,0.5,9603,,,Derived in 1998 at Assaluyeh (Taheri refinery) by Geoid for Total. Used for South Pars phases 2 and 3.,Total-Fina,EPSG,1999-10-20,,1,0
-1513,FD58 to WGS 84 (1),transformation,4132,4326,TOT-Irn Kangan,1,2362,Oil exploration.,0.5,9603,,,Derived in 1998 in Kangan district by Geoid for Total. Used for South Pars phases 2 and 3.,Total-Fina,EPSG,1999-10-20,,1,0
-1514,ED50(ED77) to WGS 84 (1),transformation,4154,4326,NCCI-Irn,1,1123,Transformation for whole country: accuracy about 1m.,1,9606,,,"Used for South Pars phases 6, 7 and 8.",National Cartographic Centre of Iran,EPSG,1999-10-20,,1,0
-1515,NAD83 to WGS 84 (5),transformation,4269,4326,NGS-Usa ITRF96,5,1323,Geodesy.,,9607,,,Strictly between NAD83 and ITRF96(1997.0). Supersedes NAD83 to WGS 84 (4) (code 1308)., http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,1999-11-05,,1,1
-1516,La Canoa to WGS 84 (1),transformation,4247,4326,LAG-Ven E,1,2363,Parameter values estimated accuracy: ± 2.0m; ± 2.7m; ± 1.3m respectively.,2.5,9603,,,Also used for PSAD56 to WGS 84 transformations.,"Lagoven; Gonzalez Losano y Rodriguez; ""Determination de los Parametros de Transformacion para el Oriente del Pais""; VII Venezuelan Geophysical Congress; September 1994.",EPSG,2006-10-13,2006.89,1,0
-1517,Conakry 1905 to WGS 84 (1),transformation,4315,4326,IGN-Gin,1,1112,?,30,9603,,,,IGN Paris,EPSG,1999-12-09,,1,0
-1518,Dabola 1981 to WGS 84 (1),transformation,4155,4326,IGN-Gin,1,1112,Accuracy 25m in each axis.,25,9603,,,,NIMA TR8350.2 2nd edition via IGN Paris,EPSG,2002-09-19,2002.76,1,0
-1519,Bern 1898 (Bern) to CH1903 (Greenwich),transformation,4801,4149,BfL-CH,1,1286,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-12-09,,1,1
-1520,NAD83 to NAD83(HARN) (31),transformation,4269,4152,NGS-Usa HI,31,1334,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1741.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1521,NAD83 to NAD83(HARN) (32),transformation,4269,4152,NGS-Usa IN,32,1383,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1742.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,2004.36,1,0
-1522,NAD83 to NAD83(HARN) (33),transformation,4269,4152,NGS-Usa KS,33,1385,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1743.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1523,NAD83 to NAD83(HARN) (34),transformation,4269,4152,NGS-Usa NV,34,1397,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1744.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1524,NAD83 to NAD83(HARN) (35),transformation,4269,4152,NGS-Usa OH,35,1404,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1745.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1525,NAD83 to NAD83(HARN) (36),transformation,4269,4152,NGS-Usa UT,36,1413,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1746.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1526,NAD83 to NAD83(HARN) (37),transformation,4269,4152,NGS-Usa WV,37,1417,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1747.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1527,Campo Inchauspe to WGS 84 (2),transformation,4221,4326,TOT-Arg Neu,2,2325,Oil exploration.,0.5,9603,,,Derived through ties at 2 stations (Cerro Colorado and Chihuido Sur) to 4 IGS stations in February 1995,Total-Fina,EPSG,2000-03-07,,1,0
-1528,Chos Malal 1914 to Campo Inchauspe (1),transformation,4160,4221,TOT-Arg Neu,1,2325,Oil exploration. Accuracy 10 metres.,10,9603,,,Derived through common coordinates at 5 stations.,Total-Fina,EPSG,2000-03-07,,1,0
-1529,Hito XVIII to WGS 84 (1),transformation,4254,4326,TOT-Arg TdF,1,2357,Oil exploration.,0.5,9606,,,"Derived through ties at 3 stations (RC03, TOTAL11 and MP12) to 3 IGS stations in November 1995",Total-Fina,EPSG,2000-03-07,,1,0
-1530,NAD27 to WGS 84 (30),transformation,4267,4326,ICH-Cub,30,1077,?,1,9603,,,,Institut Cubano di Hidrografia (ICH),EPSG,2000-03-07,,1,0
-1531,Nahrwan 1967 to WGS 84 (4),transformation,4270,4326,TOT-UAE Abk,4,2392,Oil exploration.,0.5,9603,,,Parameter values adopted by Total are mean of those derived by Oceonics and Geoid through ties at platform AK1 to 4 IGS stations in March 1995.,Total-Fina,EPSG,2007-04-20,2007.010,1,0
-1532,M'poraloko to WGS 84 (2),transformation,4266,4326,Elf-Gab94,2,1100,Oil exploration.,0.5,9603,,,Derived as mean of Doris determinations at 3 stations in Port Gentil area in 1994.,TotalFinaElf,EPSG,2000-03-07,,1,0
-1533,Kalianpur 1937 to WGS 84 (2),transformation,4144,4326,TOT-Mmr Moat,2,2361,Oil exploration.,5,9603,,,,Total-Fina,EPSG,2000-03-07,,1,0
-1534,Minna to WGS 84 (3),transformation,4263,4326,SHL-Nig S,3,2371,Oil exploration.,,9606,,,,Shell Petroleum Development Company,EPSG,2000-03-07,,1,1
-1536,Nahrwan 1967 to WGS 84 (5),transformation,4270,4326,B&R-Qat off,5,2406,Oil exploration.,1,9603,,,Derived by Brown & Root in 1992 for Qatar General Petroleum Corporation North Field development. Adopted by QGPC for all offshore Qatar.,Qatar General Petroleum Corporation and Total-Fina,EPSG,2006-01-30,2000.53 2006.09,1,0
-1537,Indian 1975 to WGS 84 (3),transformation,4240,4326,Fug-Tha,3,2358,Oil exploration.,1,9603,,,Derived in 1995 at point RTSD181.,Total-Fina,EPSG,2000-03-07,,1,0
-1538,Carthage to WGS 84 (2),transformation,4223,4326,Elf-Tun,2,1489,Oil exploration.,1,9603,,,Derived at station Chaffar January 1995.,Total / Elf,EPSG,2000-03-07,,1,0
-1539,South Yemen to Yemen NGN96 (1),transformation,4164,4163,IGN-Yem South,1,1340,?,5,9603,,,May be used as an approximate transformation to WGS 84 - see South Yemen to WGS 84 (1) (code 1682).,IGN Paris,EPSG,2006-12-29,2006.993,1,0
-1540,Yemen NGN96 to WGS 84 (1),transformation,4163,4326,IGN-Yem,1,1257,Accuracy better than 1 metre.,1,9603,,,,IGN Paris,EPSG,2000-03-07,,1,0
-1541,Indian 1960 to WGS 72BE (1),transformation,4131,4324,PV-Vnm,1,1495,Oil exploration.,25,9603,,,Derived in Vung Tau area by Technical Navigation for Deminex in 1978.,PetroVietnam,EPSG,2000-03-07,,1,0
-1542,Indian 1960 to WGS 84 (2),transformation,4131,4326,DMA-Vnm 16N,2,2359,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2000-03-07,,1,0
-1543,Indian 1960 to WGS 84 (3),transformation,4131,4326,DMA-Vnm ConSon,3,2360,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2000-03-07,,1,0
-1544,Hanoi 1972 to WGS 84 (1),transformation,4147,4326,BP-Vnm,1,1494,Oil exploration.,5,9603,,,Derived in Vung Tau area.,BP Amoco,EPSG,2000-03-07,,1,0
-1545,Egypt 1907 to WGS 72 (1),transformation,4229,4322,MCE-Egy,1,1086,?,5,9603,,,,UK Mapping and Charting Establishment,EPSG,2000-03-07,,1,0
-1546,Egypt 1907 to WGS 84 (3),transformation,4229,4326,Racal-Egy GoS,3,2341,Used for oil exploration by GUPCO.,30,9603,,,,Maridive,EPSG,2000-03-07,,1,1
-1547,Bissau to WGS 84 (1),transformation,4165,4326,DMA-Gnb,1,1113,For military purposes only. Accuracy 25m in each axis.,25,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 second edition September 1991,EPSG,2000-03-07,,1,0
-1548,SAD69 to WGS 84 (14),transformation,4291,4326,IGBE-Bra,14,1053,Medium and small scale mapping.,,9603,,,Derived by Brazilean Institute of Geography and Statistics (IGBE) in 1989. Used by ANP.,Agencia Nacional do Petroleo (ANP).,EPSG,2000-03-07,,1,1
-1549,Aratu to WGS 84 (1),transformation,4208,4326,PB-Bra Camp,1,2307,Oil exploration.,999,9603,,,,Petrobras.,EPSG,2000-03-07,,1,1
-1550,Aratu to WGS 84 (2),transformation,4208,4326,PB-Bra TucN,2,2308,Oil exploration.,5,9603,,,,Petrobras.,EPSG,2000-03-07,,1,0
-1551,Aratu to WGS 84 (3),transformation,4208,4326,PB-Bra TucC,3,2309,Oil exploration.,5,9603,,,,Petrobras.,EPSG,2000-03-07,,1,0
-1552,Aratu to WGS 84 (4),transformation,4208,4326,PB-Bra TucS,4,2310,Oil exploration.,5,9603,,,,Petrobras.,EPSG,2000-03-07,,1,0
-1553,NAD83 to NAD83(HARN) (38),transformation,4269,4152,NGS-Usa IL,38,1382,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1748.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1554,NAD83 to NAD83(HARN) (39),transformation,4269,4152,NGS-Usa NJ,39,1399,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1749.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1555,Naparima 1955 to WGS 84 (2),transformation,4158,4326,Amoco-Tto Trin,2,3143,Oil exploration.,1,9603,,,Derived in 1989 by ONI for Amoco.,Trinidad Ministry of Energy and Energy Industries.,EPSG,2000-03-07,2000.351,1,0
-1556,Naparima 1955 to WGS 84 (3),transformation,4158,4326,NIMA-Tto Trin,3,3143,For military purposes only. Accuracy given by NIMA 15m in each axis. EPSG believes there is an 8-10m blunder in dX.,26,9603,,,Described by NIMA as Naparima to WGS 84. In Trinidad the source CRS is better known as Naparima 1955. EPSG has duplicated the tfm using the alternative source CRSs. See also tfm code 1307.,EPSG after U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2000.351 2005.20,1,0
-1557,Malongo 1987 to WGS 84 (2),transformation,4259,4326,CHV-Ago Cab90,2,3180,Offshore oil exploration and production from June 1990.,5,9603,,,Derived at station Y in July 1990 through Transit single point positioning using 187 passes by Geodetic Survey Ltd. Replaces Malongo 1987 to WGS 84 (1) ( trf code 1330).,Chevron.,EPSG,2007-03-22,2005.751 2007.043,1,0
-1558,Korean 1995 to WGS 84 (1),transformation,4166,4326,NIMA-Kor,1,1135,For military purposes. Accuracy 1m in each axis.,2,9603,,,Derived at 5 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.20 2005.46,1,0
-1559,AGD84 to GDA94 (3),transformation,4203,4283,DOLA-Aus WA 0.1m old,3,1280,0.1m accuracy.,,9615,,,Replaced by AGD84 to GDA94 (4) (code 1593) due to binary file format error and then by AGD84 to GDA94 (5) (code 1804). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) have longitudes positive east.,http://www.dola.wa.gov.au/lotl/survey_geodesy/gda1994/download.html,EPSG,2007-03-22,2000.68 2002.06 2007.043,1,0
-1560,Nord Sahara 1959 to WGS 72BE (1),transformation,4307,4324,CGG-Alg HM,1,2393,Oil exploration.,8,9603,,,Derived at IGN monument CFP19 using Transit.,Various oil company sources.,EPSG,2000-06-23,,1,0
-1561,Qatar 1974 to WGS 84 (1),transformation,4285,4326,DMA-Qat,1,1195,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-27,2005.20 2005.21,1,0
-1562,Qatar 1974 to WGS 84 (2),transformation,4285,4326,B&R-Qat off,2,2406,Oil exploration.,1,9603,,,Derived by Brown & Root in 1992 for Qatar General Petroleum Corporation.,Qatar General Petroleum Corporation and Total-Fina,EPSG,2000-10-19,,1,0
-1563,Qatar 1974 to WGS 84 (3),transformation,4285,4326,CGIS-Qat,3,1346,Oil exploration.,1,9603,,,Derived by Qatar Centre for GIS. See Qatar 1974 to WGS 84 (2) (code 1562) for transformation used by QGPC for offshore petroleum industry.,Qatar Centre for GIS,EPSG,2000-10-19,,1,0
-1564,NZGD49 to WGS 84 (2),transformation,4272,4326,OSG-Nzl 4m,2,1175,Transformation accuracy about 4 metres.,4,9607,,,These parameter values are taken from NZGD49 to NZGD2000 (4) (code 1701) and assume that NZGD2000 and WGS 84 are coincident to within the accuracy of the transformation. For improved accuracy use NZGD49 to WGS 84 (4) (code 1670).,Land Information New Zealand Office of Surveyor General policy statement 97/3.,EPSG,2000-10-19,,1,0
-1565,NZGD2000 to WGS 84 (1),transformation,4167,4326,OSG-Nzl,1,1175,Assumes NZGD2000 is coincident to WGS 84 to the 1m accuracy level.,1,9603,,,,Land Information New Zealand; http://www.linz.govt.nz/,EPSG,2005-09-29,2005.46,1,0
-1566,NZGD49 to NZGD2000 (1),transformation,4272,4167,OSG-Nzl 5m,1,1175,5m accuracy.,5,9603,,,For better accuracy use NZGD49 to NZGD2000 (4) (code 1701) or NZGD49 to NZGD2000 (3) (code 1568).,Land Information New Zealand; http://www.linz.govt.nz/,EPSG,2005-09-29,2005.46,1,0
-1567,NZGD49 to NZGD2000 (2),transformation,4272,4167,OSG-Nzl 4m,2,1175,4m accuracy.,,9607,,,4m accuracy. For better accuracy use NZGD49 to NZGD2000 (3) (code 1568),http://www.linz.govt.nz/services/surveysystem/osgpublications/nzgd2000_trans.html,EPSG,2000-10-19,,1,1
-1568,NZGD49 to NZGD2000 (3),transformation,4272,4167,OSG-Nzl 1m,3,1175,0.2m accuracy.,0.2,9615,,,These same parameter values may be used to transform to WGS 84 - see NZGD49 to WGS 84 (4) (code 1670).,Land Information New Zealand; http://www.linz.govt.nz/,EPSG,2005-09-29,2005.46,1,0
-1569,Accra to WGS 84 (1),transformation,4168,4326,MCE-Gha,1,1104,Military survey,25,9603,,,Derived at 3 common points.,Ordnance Survey International,EPSG,2000-10-19,,1,0
-1570,Accra to WGS 72BE (1),transformation,4168,4324,GSI-Gha,1,1505,Oil exploration.,25,9603,,,Derived be single point Transit observation at several locations.,Various oil industry sources,EPSG,2000-10-19,,1,0
-1571,Amersfoort to ETRS89 (1),transformation,4258,4326,NCG-Nld 2000,1,1172,Accuracy 0.5m,,9607,,,"Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.",http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2000-10-19,,1,1
-1572,NAD83 to NAD83(CSRS98) (1),transformation,4269,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1696.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-10-19,,1,1
-1573,NAD27 to NAD83 (6),transformation,4267,4269,SGQ-Can QC NT2,6,1368,Accuracy 1-2 metres.,1.5,9615,,,Replaces NAD27 to NAD83 (5) (code 1462). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-10-19,,1,0
-1574,NAD27 to NAD83(CSRS98) (1),transformation,4267,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1692.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-10-19,,1,1
-1575,NAD27(CGQ77) to NAD83 (2),transformation,4609,4269,SGQ-Can QC NT2,2,1368,Accuracy 1-2 metres.,1.5,9615,,,Replaces NAD27(CGQ77) to NAD83 (1) (code 1451). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 and NAD83 (codes 4609 and 4269) have longitudes positive east. Can be taken as approx transformation to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2007-03-22,2007.043,1,0
-1576,NAD27(CGQ77) to NAD83(CSRS98) (1),transformation,4609,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(CGQ77) (code 4609) and NAD83(CSRS98) (code 4140) have 1691longitudes positive east. Can be taken as an approximate transformation NAD27(CGQ77) to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-10-19,,1,1
-1577,American Samoa 1962 to WGS 84 (1),transformation,4169,4326,NIMA-Asm,1,3109,For military purposes. One sigma uncertainty is 25m in each axis.,44,9603,,,Transformation based on observations at 2 stations in 1993.,NIMA TR8350.2 revision of January 2000.,EPSG,2005-05-21,2005.23,1,0
-1578,American Samoa 1962 to NAD83(HARN) (1),transformation,4169,4152,NGS-Asm W,1,2288,Geodetic survey. No accuracy stated.,5,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs American Samoa 1962 and NAD83(HARN) (codes 4169 and 4152) have longitudes positive east. NADCON expects latitudes in northern hemisphere and values must be made positive prior to input.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt,EPSG,2004-04-27,2004.36,1,0
-1579,American Samoa 1962 to NAD83(HARN) (2),transformation,4169,4152,NGS-Asm E,2,2289,Geodetic survey. No accuracy stated.,5,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs American Samoa 1962 and NAD83(HARN) (codes 4169 and 4152) have longitudes positive east. NADCON expects latitudes in northern hemisphere and values must be made positive prior to input.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt,EPSG,2004-04-27,2004.36,1,0
-1580,NAD83(HARN) to WGS 84 (1),transformation,4152,4326,EPSG-Usa,1,1337,Approximation at the +/- 1m level assuming that NAD83(HARN) is equivalent to WGS 84.,1,9603,,,For many purposes NAD83(HARN) can be considered to be coincident with WGS 84.,EPSG,EPSG,2005-05-21,2005.23,1,0
-1581,SIRGAS to WGS 84 (1),transformation,4170,4326,NIMA-S America,1,3448,For military purposes. Accuracy 1m in each axis.,2,9603,,,,NIMA TR8350.2 revision of January 2000.,EPSG,2006-07-29,2001.33 2006.465,1,0
-1582,PSAD56 to WGS 84 (10),transformation,4248,4326,TOT-Bol Mad,10,2400,Oil exploration.,3,9603,,,Derived May 1995 by Geoid for Total. OSU91A geoid model used.,TotalFinaElf,EPSG,2000-10-19,,1,0
-1583,PSAD56 to WGS 84 (11),transformation,4248,4326,TOT-Bol B20,11,2401,Oil exploration.,0.5,9603,,,Derived July 1997 by Geoid from data recorded by UGA for Total. OSU91A geoid model used.,Total-Fina,EPSG,2000-10-19,,1,0
-1584,Deir ez Zor to WGS 72BE (1),transformation,4227,4324,GECO-Syr,1,2329,Oil exploration.,5,9603,,,Recomputed in 1991 by Elf from data derived in 1983 at station 254 Deir by Geco using Transit. Derivation of 1983 parameter values of dX=-163.2 dY=-12.7 dZ=+232.7 contained errors in geodetic parameters for Syria.,Elf,EPSG,2005-04-14,2005.02,1,0
-1585,Deir ez Zor to WGS 84 (2),transformation,4227,4326,IGN-Syr,2,1227,?,999,9603,,,,IGN Paris,EPSG,2000-10-19,,1,1
-1586,Deir ez Zor to WGS 84 (3),transformation,4227,4326,SHL-Syr Whal,3,2327,Oil exploration.,999,9606,,,"Derived in 1995 by CGG for Al Furat Petroleum Company. Can be approximated using geocentric translations of dX=-174.3m, dY=+14.1m, dZ=+237.6m.",Elf,EPSG,2005-04-14,2005.02,1,0
-1587,Deir ez Zor to WGS 84 (4),transformation,4227,4326,ELF-Syr Shad,4,2328,Oil exploration.,1,9603,,,Derived at four stations by Topnav in 1997.,Elf,EPSG,2000-10-19,,1,0
-1588,ED50 to ETRS89 (1),transformation,4230,4258,NMA-Nor N65 1997,1,2332,Accuracy 1m.,1,9606,,,Included in Statens Kartverk programme wsktrans from 1997. The same parameter values were adopted for ED50 to WGS84 (variant 23) transformation offshore Norway north of 62N from April 2001 - see code 1612.,Statens Kartverk.,EPSG,2001-06-05,2001.06,1,0
-1589,ED50 to ETRS89 (3),transformation,4230,4258,NMA-Nor 6265W,3,2333,Accuracy 2m.,2,9620,,,Included in Statens Kartverk programme wsktrans from 1997. See ED50 to WGS84 (23) (code 1612) for a simpler transformation accurate to better than 4m.,Statens Kartverk,EPSG,2000-10-19,,1,0
-1590,ED50 to WGS 84 (22),transformation,4230,4326,NMA-Nor 6265W 1997,22,2333,Oil exploration before 2001.,0.5,9620,,,Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Replaced ED50 to WGS 84 (20) (code 1450) in 1997. Replaced by ED50 to WGS 84 (23) (code 1612) in April 2001.,Statens Kartverk.,EPSG,2007-03-22,2007.043,1,0
-1591,RGF93 to ETRS89 (1),transformation,4171,4258,IGN-Fra,1,1096,RGF93 is a regional realisation of ETRS89.,0,9603,,,May be taken as approximate transformation RGF93 to WGS 84 - see code 1671.,TotalFinaElf,EPSG,2000-10-10,,1,0
-1592,Timbalai 1948 to WGS 84 (2),transformation,4298,4326,BSP-Brn,2,2348,Offshore oil exploration.,5,9603,,,,Brunei Shell Petroleum,EPSG,2006-09-21,2002.70 2006.252,1,0
-1593,AGD84 to GDA94 (4),transformation,4203,4283,DOLA-Aus WA 0.1m,4,1280,0.1m accuracy.,0.1,9615,,,Replaces AGD84 to GDA94 (3) (code 1559) and then replaced by AGD84 to GDA94 (5) (code 1804). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,"Department of Land Information, Government of Western Australia; http://www.dola.wa.gov.au/",EPSG,2007-03-22,2005.46 2007.043,1,0
-1594,AGD66 to GDA94 (8),transformation,4202,4283,OSG-Tas 1m,8,1282,Recommended for mid-accuracy use in Tasmania. 1m accuracy.,1,9607,,,Replaces AGD66 to GDA94 (3) (code 1459) from August 2000. For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1667.,"GDA Technical Manual, http://www.icsm.gov.au/gda, and http://www.delm.tas.gov.au/osg/Geodetic_transform.htm",EPSG,2006-01-02,2005.86 2006.01,1,0
-1595,AGD66 to GDA94 (9),transformation,4202,4283,Auslig-NT 1m,9,2284,Recommended for mid-accuracy use in Northern Territory. 1m accuracy.,1,9607,,,For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1668.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
-1596,AGD66 to GDA94 (10),transformation,4202,4283,OSG-Aus SE 0.1m,10,2287,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,Office of Surveyor General Victoria; http://www.land.vic.gov.au/,EPSG,2007-03-22,2005.46 2005.86 2007.043,1,0
-1597,Bogota 1975 to WGS 84 (2),transformation,4218,4326,BP-Col CusCup,2,2315,Oil exploration.,0.2,9603,,,Derived in 1995 by WGC at first order stations Recreo and Mena via multi-day ties to 4 IGS stations. Residuals under 20cm.,Various industry sources,EPSG,2000-10-19,,1,0
-1598,POSGAR to WGS 84 (1),transformation,4172,4326,EPSG-Arg,1,1033,?,,9603,,,,EPSG,EPSG,2000-10-19,,1,1
-1599,ATS77 to NAD83(CSRS98) (2),transformation,4122,4140,PEI DOT-Can PEI,2,1533,?,,9615,,,Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1689.,PEI Department of Transportation & Public Works,EPSG,2000-10-19,,1,1
-1600,NAD27 to NAD83(CSRS98) (2),transformation,4267,4140,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,,9615,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1703.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2000-10-19,,1,1
-1601,NAD83 to NAD83(CSRS98) (2),transformation,4269,4140,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,,9615,,,Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1697.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2000-10-19,,1,1
-1602,NAD83 to NAD83(CSRS98) (3),transformation,4267,4140,AB Env-Can AB,2,2376,Accuracy 1-2 metres.,,9615,,,"This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham at gov.ab.ca,EPSG,2000-10-19,,1,1
-1603,NAD27 to ATS77 (1),transformation,4267,4122,SNB-Can NB,1,1447,?,1,9634,,,For reverse transformation see ATS77 to NAD27 (1) (code 1947),Survey of New Brunswick,EPSG,2004-08-23,2003.08 2004.47,1,0
-1604,NAD27 to ATS77 (2),transformation,4267,4122,SNB-Can NS,2,2313,?,1,9634,,,For reverse transformation see ATS77 to NAD27 (2) (code 1948).,Survey of New Brunswick,EPSG,2003-02-25,2003.08,1,0
-1605,NAD27 to ATS77 (3),transformation,4267,4122,SNB-Can PEI,3,1533,?,1,9634,,,For reverse transformation see ATS77 to NAD27 (3) (code 1949).,Survey of New Brunswick,EPSG,2003-02-25,2003.08,1,0
-1606,ATS77 to NAD27 (1),transformation,4122,4267,SNB-Can NB,1,1447,?,,9634,,,For reverse transformation see NAD27 to ATS77 (1) (code 1603),Survey of New Brunswick,EPSG,2000-10-19,,1,1
-1607,ATS77 to NAD27 (2),transformation,4122,4267,SNB-Can NS,2,2313,?,,9634,,,For reverse transformation see NAD27 to ATS77 (2) (code 1604),Survey of New Brunswick,EPSG,2000-10-19,,1,1
-1608,ATS77 to NAD27 (3),transformation,4122,4267,SNB-Can PEI,3,1533,?,,9634,,,For reverse transformation see NAD27 to ATS77 (3) (code 1605),Survey of New Brunswick,EPSG,2000-10-19,,1,1
-1609,BD72 to WGS 84 (1),transformation,4313,4326,IGN-Bel 7,1,1044,For applications to an accuracy of 1 metre.,1,9607,,,Scale difference is given by information source as 0.999999. Given in this record in ppm to assist application usage. Very similar parameter values (to slightly less precision) used for BD72 to ETRS89: see code 1652.,IGN Brussels www.ngi.be,EPSG,2006-07-30,2006.55,1,0
-1610,BD72 to WGS 84 (2),transformation,4313,4326,IGN-Bel 3,2,1044,For applications to an accuracy of 5 metres.,5,9603,,,,IGN Brussels www.ngi.be,EPSG,2000-10-19,,1,0
-1611,IRENET95 to ETRS89 (1),transformation,4173,4258,OSI-Ire,1,1305,?,0,9603,,,May be taken as approximate transformation IRENET95 to WGS 84 - see code 1678.,Ordnance Survey of Ireland,EPSG,2000-10-19,,1,0
-1612,ED50 to WGS 84 (23),transformation,4230,4326,EPSG-Nor N62 2001,23,2601,Oil industry offshore.,1,9606,,,"Parameter values are taken from ED50 to ETRS89 (1), code 1588. Adopted for ED50 to WGS84 transformations offshore Norway north of 62N from April 2001 when it replaced code 1590. Included in Statens Kartverk programme wsktrans from v4.0.",EPSG Guidance Note #10,EPSG,2007-03-22,2007.043,1,0
-1613,ED50 to WGS 84 (24),transformation,4230,4326,EPSG-Nor S62 2001,24,2334,Approximation to 1 metre for oil industry use.,1,9606,,,"Approximation to 1 metre of concatenated transformation ED50 to WGS 84 (14), code 8046. 8046 remains the transformation promulgated by Statens Kartverk but 1613 recommended by EPSG for practical oil industry usage.",EPSG Guidance Note #10,EPSG,2001-06-05,,1,0
-1614,Sierra Leone 1968 to WGS 84 (1),transformation,4175,4326,NIMA-Sle,1,1209,Accuracy +/- 15m in each axis.,26,9603,,,Determined at 8 stations. Info. source has the source CRS as Sierra Leone 1960. Sierra Leone 1968 is a readjustment of the 1960 network: coordinates changed by less than 3 metres.,"NIMA TR8350.2 revision 3, 1997.",EPSG,2001-06-05,,1,0
-1615,Timbalai 1948 to WGS 84 (3),transformation,4298,4326,SD-Brn,3,2349,Topographic and engineering survey onshore.,100,9603,,,CARE! Erroneous GPS data was used in the derivation of these parameters. They produce a coordinate difference of 10m horizontally and 50m vertically compared to Timbalai 1948 to WGS 84 (2) (code 1592).,Brunei Survey Department,EPSG,2006-09-21,2006.252,1,0
-1616,PSD93 to WGS 72 (1),transformation,4134,4322,PDO-Omn 93,1,1183,Oil exploration. Residuals 1.2m at 67% probability level.,1.2,9606,,,,Petroleum Development Oman,EPSG,2001-06-05,,1,0
-1617,PSD93 to WGS 84 (3),transformation,4134,4326,Tot-Omn 95,3,2404,Oil exploration.,0.5,9606,,,Accuracy better than 0.5m in block 4.,TotalFinaElf,EPSG,2001-06-05,,1,0
-1618,MGI to WGS 84 (3),transformation,4312,4326,BEV-Aut,3,1037,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Same transformation parameters used for MGI to ETRS89 (1) (code 1619).,Bundesamt für Eich- und Vermessungswesen via EuroGeographics http://crs.bkg.bund.de/crs-eu,EPSG,2006-12-16,2006.971,1,0
-1619,MGI to ETRS89 (1),transformation,4312,4258,BEV-Aut,1,1037,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Same transformation parameters used for MGI to WGS 84 (3) (code 1618). Precision of parameter values in this record were increased effective 16-Dec-2006 (db v6.12): see change record 2006.971.,Bundesamt für Eich- und Vermessungswesen via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-12-16,2006.971,1,0
-1620,MGI to ETRS89 (2),transformation,4312,4258,DGU-Hrv,2,1076,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation MGI to WGS 84 - see code 1621.,Drzavna Geodetska Uprava via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1621,MGI to WGS 84 (4),transformation,4312,4326,EPSG-Hrv,4,1076,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from MGI to ETRS89 (2) (code 1620). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1622,S-JTSK to ETRS89 (1),transformation,4156,4258,CUZK-Cze,1,1079,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation S-JTSK to WGS 84 - see code 1623.,Cesky Urad Zememericky a Katastraln via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1623,S-JTSK to WGS 84 (1),transformation,4156,4326,EPSG-Cze,1,1079,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from S-JTSK to ETRS89 (1) (code 1622). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1624,S-JTSK to ETRS89 (2),transformation,4156,4258,UGKK-Svk,2,1211,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation S-JTSK to WGS 84 - see code 1625.,"Urad Geodezie, Kartografie a Katastra via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",EPSG,2001-06-05,,1,0
-1625,S-JTSK to WGS 84 (2),transformation,4156,4326,EPSG-Svk,2,1211,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from S-JTSK to ETRS89 (2) (code 1624). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1626,ED50 to ETRS89 (4),transformation,4230,4258,KMS-Dnk,4,1080,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1627.,Kort & Matrikelstyrelsen via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1627,ED50 to WGS 84 (25),transformation,4230,4326,EPSG-Dnk,25,1080,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from ED50 to ETRS89 (4) (code 1626). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1628,ED50 to ETRS89 (5),transformation,4230,4258,DGC-Gib,5,1105,For applications to an accuracy of 1 metre.,1,9603,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1629.,UK Defence Geographic and Imagery Intelligence Agency via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1629,ED50 to WGS 84 (26),transformation,4230,4326,EPSG-Gib,26,1105,For applications to an accuracy of 1 metre.,1,9603,,,Parameter values from ED50 to ETRS89 (5) (code 1628). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1630,ED50 to ETRS89 (6),transformation,4230,4258,CNIG-Esp Bal,6,2335,For applications to an accuracy of 1.5 metres.,1.5,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1631.,Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1631,ED50 to WGS 84 (27),transformation,4230,4326,EPSG-Esp Bal,27,2335,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Parameter values from ED50 to ETRS89 (6) (code 1630). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1632,ED50 to ETRS89 (7),transformation,4230,4258,CNIG-Esp,7,2336,For applications to an accuracy of 1.5 metres.,1.5,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1633.,Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1633,ED50 to WGS 84 (28),transformation,4230,4326,EPSG-Esp,28,2336,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Parameter values from ED50 to ETRS89 (7) (code 1632). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1634,ED50 to ETRS89 (8),transformation,4230,4258,CNIG-Esp NW,8,2337,For applications to an accuracy of 1.5 metres.,1.5,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1635.,Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1635,ED50 to WGS 84 (29),transformation,4230,4326,EPSG-Esp NW,29,2337,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Parameter values from ED50 to ETRS89 (8) (code 1634). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1638,KKJ to ETRS89 (1),transformation,4123,4258,NLS-Fin,1,1095,For applications to an accuracy of 1 to 2 metres.,1.5,9606,,,May be taken as approximate transformation KKJ to WGS 84 - see code 1639. Replaced by KKJ to ETRS89 (2) (code 10098).,National Land Survey of Finland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2004.12 2007.043,1,0
-1639,KKJ to WGS 84 (1),transformation,4123,4326,EPSG-Fin,1,1095,For applications to an accuracy of 1 to 2 metres.,1.5,9606,,,Parameter values from KKJ to ETRS89 (1) (code 1638). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaced by KKJ to WGS 84 (2) (code 10099).,EPSG,EPSG,2007-03-22,2007.043,1,0
-1640,TM65 to ETRS89 (1),transformation,4299,4258,OSI-Ire,1,1305,For applications to an accuracy of 1 metre.,,9606,,,May be taken as approximate transformation TM65 to WGS 84 - see code 1641.,Ordnance Survey Ireland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,1
-1641,TM65 to WGS 84 (2),transformation,4299,4326,EPSG-Ire,2,1125,For applications to an accuracy of 1 metre.,1,9606,,,"Parameter values from TM75 to ETRS89 (2) (code 1953). Assumes each pair of (i) TM65 and TM75, and (ii) ETRS89 and WGS 84, can be considered the same to within the accuracy of the transformation.",EPSG,EPSG,2003-06-27,2002.621,1,0
-1642,Luxembourg 1930 to ETRS89 (1),transformation,4181,4258,ACT-Lux,1,1146,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation Luxembourg 1930 to WGS 84 - see code 1643.,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1643,Luxembourg 1930 to WGS 84 (1),transformation,4181,4326,EPSG-Lux,1,1146,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from Luxembourg 1930 to ETRS89 (1) (code 1642). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1644,Pulkovo 1942(58) to ETRS89 (1),transformation,4179,4258,GUGK-Pol,1,1192,For applications to an accuracy of 1 metre.,1,9606,,,"May be taken as approximate transformation Pulkovo 1942(58) to WGS 84 - see code 1645. Parameter values given to greater precision but to no better accuracy in GUGiK Technical Instruction G-2, Warsaw 2001.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-02-02,2005.59,1,0
-1645,Pulkovo 1942(58) to WGS 84 (1),transformation,4179,4326,EPSG-Pol,1,1192,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from Pulkovo 1942(58) to ETRS89 (1) (code 1644). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1646,CH1903 to ETRS89 (1),transformation,4149,4258,BfL-Che,1,1286,Accuracy 1.5 metres.,1.5,9603,,,These parameters are derived from CH1903+ to ETRS89 (code 1647) and are used as from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network.,Bundesamt für Landestopographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-12-29,2006.992,1,0
-1647,CH1903+ to ETRS89 (1),transformation,4150,4258,BfL-Che,1,1286,For applications to an accuracy of 0.1 metres.,0.1,9603,,,This transformation is also given as CH1903+ to CHTRF95 (1) (code 1509). CHTRF95 is a local realisation of ETRS89.,Bundesamt für Landestopographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1648,EST97 to ETRS89 (1),transformation,4180,4258,NLB-Est,1,1090,EST97 is a realisation of ETRS89.,0,9603,,,May be taken as approximate transformation EST97 to WGS 84 - see code 1649.,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1649,EST97 to WGS 84 (1),transformation,4180,4326,EPSG-Est,1,1090,For applications to an accuracy of 1 metre.,1,9603,,,Parameter values taken from EST97 to ETRS89 (1) (code 1648). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1650,ED50 to ETRS89 (10),transformation,4230,4258,IGN-Fra,10,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to WGS 84. See ED50 to WGS 84 (17) (code 1275).,Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1651,NTF to ETRS89 (1),transformation,4275,4258,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to WGS 84. See NTF to WGS 84 (1) (code 1193).,Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1652,BD72 to ETRS89 (1),transformation,4313,4258,IGN-Bel,1,1044,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation BD72 to WGS 84 - see code 1609.,Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1653,NGO 1948 to ETRS89 (1),transformation,4273,4258,SKV-Nor,1,1352,For applications to an accuracy of 3 metres.,3,9606,,,May be taken as approximate transformation NGO 1948 to WGS 84 - see code 1654.,Statens Kartverk via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1654,NGO 1948 to WGS 84 (1),transformation,4273,4326,EPSG-Nor,1,1352,For applications to an accuracy of 3 metres.,3,9606,,,Parameter values from NGO 1948 to ETRS89 (1) (code 1653). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1655,Lisbon to ETRS89 (1),transformation,4207,4258,ICC-Prt 2000,1,1294,For applications to an accuracy of 3 metres.,3,9606,,,Derived in 2000 at 8 stations. Replaced by 2001 derivation (code 1997).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2003.233 2003.234 2007.043,1,0
-1656,Lisbon to WGS 84 (1),transformation,4207,4258,EPSG-Prt 2000,1,1294,For applications to an accuracy of 3 metres.,,9606,,,Parameter values from Lisbon to ETRS89 (1) (code 1655). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,2002.72,1,1
-1657,Datum 73 to ETRS89 (1),transformation,4274,4258,ICC-Prt 2000,1,1294,For applications to an accuracy of 2 metres.,2,9606,,,Derived in 2000 at 8 stations. Replaced by 2001 derivation (code 1992).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2003.233 2007.043,1,0
-1658,Datum 73 to WGS 84 (1),transformation,4274,4258,EPSG-Prt 2000,1,1294,For applications to an accuracy of 2 metres.,,9606,,,Parameter values from Datum 73 to ETRS89 (1) (code 1657). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,1
-1659,Monte Mario to ETRS89 (1),transformation,4265,4258,IGM-Ita main,1,2372,Accuracy: 4 metres,4,9606,,,May be taken as approximate transformation Monte Mario to WGS 84 - see code 1660.,Istituto Geografico Militare Italiano via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2004.08 2005.18,1,0
-1660,Monte Mario to WGS 84 (4),transformation,4265,4326,EPSG-Ita main,4,2372,Accuracy: 4 metres,4,9606,,,Parameter values from Monte Mario to ETRS89 (1) (code 1659). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2004-01-20,2004.08,1,0
-1661,Monte Mario to ETRS89 (2),transformation,4265,4258,IGM-Ita Sar,2,2339,Accuracy: 4 metres,4,9606,,,May be taken as approximate transformation Monte Mario to WGS 84 - see code 1662.,Istituto Geografico Militare Italiano via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2004.08 2005.18,1,0
-1662,Monte Mario to WGS 84 (2),transformation,4265,4326,EPSG-Ita Sar,2,2339,Accuracy: 4 metres,4,9606,,,Parameter values from Monte Mario to ETRS89 (2) (code 1661). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2004-01-20,2004.08,1,0
-1663,Monte Mario to ETRS89 (3),transformation,4265,4258,IGM-Ita Sic,3,2340,Accuracy: 4 metres,4,9606,,,May be taken as approximate transformation Monte Mario to WGS 84 - see code 1664.,Istituto Geografico Militare Italiano via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2004.08 2005.18,1,0
-1664,Monte Mario to WGS 84 (3),transformation,4265,4326,EPSG-Ita Sic,3,2340,Accuracy: 4 metres,4,9606,,,Parameter values from Monte Mario to ETRS89 (3) (code 1663). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2004-01-20,2004.08,1,0
-1665,AGD66 to WGS 84 (12),transformation,4202,4326,EPSG-ACT 1m,12,2283,Recommended for mid-accuracy use in A.C.T. 1m accuracy.,1,9607,,,Parameter values from AGD66 to GDA94 (2) (code 1458). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1666,AGD66 to WGS 84 (13),transformation,4202,4326,EPSG-NSW Vic 1m,13,2286,Recommended for mid-accuracy use in NSW and Victoria. 1m accuracy.,1,9607,,,Parameter values from AGD66 to GDA94 (4) (code 1460). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1667,AGD66 to WGS 84 (14),transformation,4202,4326,EPSG-Tas 1m,14,1282,Recommended for mid-accuracy use in Tasmania. 1m accuracy.,1,9607,,,Parameter values from AGD66 to GDA94 (8) (code 1594). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1668,AGD66 to WGS 84 (15),transformation,4202,4326,EPSG-NT 1m,15,2284,Recommended for mid-accuracy use in Northern Territory. 1m accuracy.,1,9607,,,Parameter values from AGD66 to GDA94 (9) (code 1595). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1669,AGD84 to WGS 84 (7),transformation,4203,4326,EPSG-Aus 1m,7,2575,1m accuracy.,1,9607,,,Parameter values from AGD84 to GDA94 (2) (code 1280). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces AGD84 to WGS 84 (2) (code 1236).,EPSG,EPSG,2007-03-22,2007.043,1,0
-1670,NZGD49 to WGS 84 (3),transformation,4272,4326,EPSG-Nzl 1m,3,1175,Accuracy about 1m.,1,9615,,,Parameter file is from NZGD49 to NZGD2000 (3) (code 1568) and assumes WGS 84 is coincident with NZGD2000 to the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1671,RGF93 to WGS 84 (1),transformation,4171,4326,EPSG-Fra,1,1096,Approximation at the +/- 1m level.,1,9603,,,Parameter values from RGF93 to ETRS89 (1) (code 1591) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1672,Amersfoort to WGS 84 (2),transformation,4289,4326,EPSG-Nld,2,1275,Approximation at the +/- 1m level.,1,9607,,,Parameter values from Amersfoort to ETRS89 (1) (code 1751) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces Amersfoort to WGS 84 (1) (code 1112). Replaced by Amersfoort to WGS 84 (3) (code 15934).,EPSG,EPSG,2007-04-10,2002.90 2007.043 2007.051,1,0
-1673,DHDN to WGS 84 (1),transformation,4314,4326,EPSG-Deu W,1,2326,For applications with an accuracy at 5 m level.,5,9607,,,Parameter values from DHDN to ETRS89 (1) (code 1309) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaced by DHDN to WGS 84 (2) (tfm code 1777).,EPSG,EPSG,2007-03-22,2006.691 2007.043,1,0
-1674,Pulkovo 1942(83) to ETRS89 (1),transformation,4178,4258,IfAG-Deu E,1,1343,Residuals under 2 m.,2,9607,,,Mean of 20 stations. May be taken as approximate transformation to WGS 84 - see code 1675. Also given by EuroGeographics at http://crs.ifag.de/ as a Position Vector transformation with changed values for rotations.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2007-03-22,2007.043,1,0
-1675,Pulkovo 1942(83) to WGS 84 (1),transformation,4178,4326,EPSG-Deu E,1,1343,Residuals under 2 m.,2,9607,,,Parameter values from Pulkovo 1942(83) to ETRS89 (1) (code 1674) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1676,CH1903+ to WGS 84 (1),transformation,4150,4326,BfL-CH,1,1286,Approximation at the +/- 1m level.,1,9603,,,Parameter values are from CH1903+ to CHTRF95 (1) (code 1509) assuming that CHTRF95 is equivalent to WGS 84. That transformation is also given as CH1903+ to ETRS89 (1) (code 1647). CHTRF95 is a realisation of ETRS89.,EPSG,EPSG,2001-08-15,,1,0
-1677,HD72 to WGS 84 (1),transformation,4237,4326,EPSG-Hun,1,1119,Approximation at the +/- 1m level.,,9607,,,Parameter values taken from HD72 to ETRS89 (1) (code 1273) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,1
-1678,IRENET95 to WGS 84 (1),transformation,4173,4326,EPSG-Ire,1,1305,Approximation at the +/- 1m level.,1,9603,,,Assumes that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1679,Pulkovo 1942 to WGS 84 (2),transformation,4284,4326,EPSG-Ltu,2,1145,Approximation at the +/- 1m level.,1,9607,,,Parameter values taken from Pulkovo 1942 to LKS94(ETRS89) (1) (code 1274) assuming that LKS94(ETRS89) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1680,RT90 to WGS 84 (1),transformation,4124,4326,EPSG-Swe,1,1225,Approximation at the +/- 1m level.,1,9607,,,Parameter values from RT90 to ETRS89 (1) (code 1437) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaced by RT90 to WGS 84 (2) (code 1896) from 2001.,EPSG,EPSG,2007-03-22,2002.48 2007.043,1,0
-1681,OSGB 1936 / British National Grid to WGS 84 (1),transformation,27700,4326,EPSG-Gbr,1,1264,Accuracy about 0.5m.,,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (1) (code 1036) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,1
-1682,South Yemen to WGS 84 (1),transformation,4164,4326,EPSG-Yem South,1,1340,Approximation at the +/- 1m level.,1,9603,,,Parameter values taken from South Yemen to Yemen NGN96 (1) (code 1539) assuming that NGN96 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1683,Tete to WGS 84 (1),transformation,4127,4326,EPSG-Moz,1,1167,Residuals as high as 30 metres.,30,9607,,,Parameter values taken from Tete to Moznet (1) (code 1297) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2007-03-22,2007.043,1,0
-1684,Tete to WGS 84 (2),transformation,4127,4326,EPSG-Moz A,2,2350,Residuals are generally under 1 metre.,1,9607,,,Parameter values taken from Tete to Moznet (2) (code 1298) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1685,Tete to WGS 84 (3),transformation,4127,4326,EPSG-Moz B,3,2351,Residuals are generally under 4 metres.,4,9607,,,Parameter values taken from Tete to Moznet (3) (code 1299) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1686,Tete to WGS 84 (4),transformation,4127,4326,EPSG-Moz C,4,2352,Residuals are generally under 3 metres.,3,9607,,,Parameter values taken from Tete to Moznet (4) (code 1300) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1687,Tete to WGS 84 (5),transformation,4127,4326,EPSG-Moz D,5,2353,Residuals are 5-10 metres.,10,9607,,,Parameter values taken from Tete to Moznet (5) (code 1301) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1688,ATS77 to WGS 84 (1),transformation,4122,4326,EPSG-Can NB,1,1447,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from ATS77 to NAD83(CSRS) (1) (code 1841) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1689,ATS77 to WGS 84 (2),transformation,4122,4326,EPSG-Can PEI,2,1533,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from ATS77 to NAD83(CSRS) (2) (code 1846) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1690,NAD27(76) to WGS 84 (1),transformation,4608,4326,EPSG-Can On,1,1367,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27(76) to NAD83 (1) (code 1463) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1691,NAD27(CGQ77) to WGS 84 (3),transformation,4609,4326,EPSG-Can Qc NT2,3,1368,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27(CGQ77) to NAD83(CSRS) (1) (code 1845) assuming that NAD83(CSRS98) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1692,NAD27 to WGS 84 (34),transformation,4267,4326,EPSG-Can QC,34,1368,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27 to NAD83(CSRS) (1) (code 1844) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1693,NAD27 to WGS 84 (33),transformation,4267,4326,EPSG-Can,33,1061,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27 to NAD83 (4) (code 1313) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1694,American Samoa 1962 to WGS 84 (2),transformation,4169,4326,EPSG-Asm W,2,2288,No accuracy stated for source transformation.,5,9613,,,"Parameter files are from American Samoa 1962 to NAD83(HARN) (1) (code 1578), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.",EPSG,EPSG,2004-04-27,2004.36,1,0
-1695,American Samoa 1962 to WGS 84 (3),transformation,4169,4326,EPSG-Asm E,3,2289,No accuracy stated for source transformation.,5,9613,,,"Parameter files are from American Samoa 1962 to NAD83(HARN) (2) (code 1579), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.",EPSG,EPSG,2004-04-27,2004.36,1,0
-1696,NAD83 to WGS 84 (6),transformation,4269,4326,EPSG-Can QC,6,1368,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD83 to NAD83(CSRS) (1) (code 1843) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1697,NAD83 to WGS 84 (7),transformation,4269,4326,EPSG-Can SK,7,2375,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD83 to NAD83(CSRS8) (2) (code 1848) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1698,St. George Island to WGS 84 (1),transformation,4138,4326,EPSG-Usa AK StG,1,1331,Approximation at the +/- 1 to 2m level.,1.5,9613,,,Parameter files are from St. George Island to NAD83 (1) (code 1457) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1699,St. Lawrence Island to WGS 84 (1),transformation,4136,4326,EPSG-Usa AK StL,1,1332,Approximation at the +/- 1 to 2m level.,1.5,9613,,,Parameter files are from St. Lawrence Island to NAD83 (1) (code 1455) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1700,St. Paul Island to WGS 84 (1),transformation,4137,4326,EPSG-Usa AK StP,1,1333,Approximation at the +/- 1 to 2m level.,1.5,9613,,,Parameter files are from St. Paul Island to NAD83 (1) (code 1456) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1701,NZGD49 to NZGD2000 (2),transformation,4272,4167,OSG-Nzl 4m,2,1175,4m accuracy.,4,9607,,,For better accuracy use NZGD49 to NZGD2000 (3) (code 1568).,Land Information New Zealand; http://www.linz.govt.nz/,EPSG,2005-09-29,2005.46,1,0
-1702,NAD83 to WGS 84 (8),transformation,4269,4326,EPSG-Can AB,8,2376,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD83 to NAD83(CSRS) (3) (code 1849) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation. This file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some sodtware.,EPSG,EPSG,2001-08-15,,1,0
-1703,NAD27 to WGS 84 (32),transformation,4267,4326,EPSG-Can SK,32,2375,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27 to NAD83(CSRS) (1) (code 1847) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2006-12-29,2006.993,1,0
-1704,NAD83 to NAD83(HARN) (40),transformation,4269,4152,NGS-Usa AR,40,1374,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1708.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1705,NAD83 to NAD83(HARN) (41),transformation,4269,4152,NGS-Usa IA,41,1384,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1709.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1706,NAD83 to NAD83(HARN) (42),transformation,4269,4152,NGS-Usa MN,42,1392,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1710.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1707,NAD83 to NAD83(HARN) (43),transformation,4269,4152,NGS-Usa MO,43,1394,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1711.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
-1708,NAD83 to WGS 84 (12),transformation,4269,4326,EPSG-USA Ar,12,1374,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (40) (code 1704) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1709,NAD83 to WGS 84 (13),transformation,4269,4326,EPSG-Usa IA,13,1384,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (41) (code 1705) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1710,NAD83 to WGS 84 (14),transformation,4269,4326,EPSG-Usa MN,14,1392,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (42) (code 1706) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1711,NAD83 to WGS 84 (15),transformation,4269,4326,EPSG-Usa MO,15,1394,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (43) (code 1707) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1712,NAD83 to WGS 84 (16),transformation,4269,4326,EPSG-Usa CO,16,1376,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (5) (code 1478) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1713,NAD83 to WGS 84 (17),transformation,4269,4326,EPSG-Usa GA,17,1380,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (6) (code 1479) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1714,NAD83 to WGS 84 (18),transformation,4269,4326,EPSG-Usa FL,18,1379,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (7) (code 1480) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1715,NAD83 to WGS 84 (19),transformation,4269,4326,EPSG-Usa ID MT e,19,2382,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (8) (code 1481) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1716,NAD83 to WGS 84 (20),transformation,4269,4326,EPSG-Usa ID MT w,20,2383,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (9) (code 1482) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1717,NAD83 to WGS 84 (21),transformation,4269,4326,EPSG-Usa AL,21,1372,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (1) (code 1474) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1718,NAD83 to WGS 84 (22),transformation,4269,4326,EPSG-Usa KY,22,1386,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (10) (code 1483) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1719,NAD83 to WGS 84 (23),transformation,4269,4326,EPSG-Usa LA,23,1387,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (11) (code 1484) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1720,NAD83 to WGS 84 (24),transformation,4269,4326,EPSG-Usa DE MD,24,2377,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (12) (code 1485) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1721,NAD83 to WGS 84 (25),transformation,4269,4326,EPSG-Usa ME,25,1388,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (13) (code 1486) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1722,NAD83 to WGS 84 (26),transformation,4269,4326,EPSG-Usa MI,26,1391,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (14) (code 1487) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1723,NAD83 to WGS 84 (27),transformation,4269,4326,EPSG-Usa MS,27,1393,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (15) (code 1488) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1724,NAD83 to WGS 84 (28),transformation,4269,4326,EPSG-Usa NE,28,1396,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (16) (code 1489) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1725,NAD83 to WGS 84 (29),transformation,4269,4326,EPSG-Usa NewEng,29,2378,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (17) (code 1490) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1726,NAD83 to WGS 84 (30),transformation,4269,4326,EPSG-Usa NM,30,1400,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (18) (code 1491) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1727,NAD83 to WGS 84 (31),transformation,4269,4326,EPSG-Usa NY,31,1401,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (19) (code 1492) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1728,NAD83 to WGS 84 (32),transformation,4269,4326,EPSG-Usa AZ,32,1373,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (2) (code 1475) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1729,NAD83 to WGS 84 (33),transformation,4269,4326,EPSG-Usa ND,33,1403,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (20) (code 1493) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1730,NAD83 to WGS 84 (34),transformation,4269,4326,EPSG-Usa OK,34,1405,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (21) (code 1494) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1731,NAD83 to WGS 84 (35),transformation,4269,4326,EPSG-PRVI,35,1335,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (22) (code 1495) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1732,NAD83 to WGS 84 (36),transformation,4269,4326,EPSG-Usa SD,36,1410,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (23) (code 1496) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1733,NAD83 to WGS 84 (37),transformation,4269,4326,EPSG-Usa TN,37,1411,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (24) (code 1497) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1734,NAD83 to WGS 84 (38),transformation,4269,4326,EPSG-Usa TX e,38,2379,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (25) (code 1498) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1735,NAD83 to WGS 84 (39),transformation,4269,4326,EPSG-Usa TX w,39,2380,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (26) (code 1499) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1736,NAD83 to WGS 84 (40),transformation,4269,4326,EPSG-Usa VA,40,1415,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (27) (code 1500) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1737,NAD83 to WGS 84 (41),transformation,4269,4326,EPSG-Usa OR WA,41,2381,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (28) (code 1501) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1738,NAD83 to WGS 84 (42),transformation,4269,4326,EPSG-Usa WI,42,1418,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (29) (code 1502) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1739,NAD83 to WGS 84 (43),transformation,4269,4326,EPSG-Usa CA n,43,2297,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (3) (code 1476) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1740,NAD83 to WGS 84 (44),transformation,4269,4326,EPSG-Usa WY,44,1419,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (30) (code 1503) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1741,NAD83 to WGS 84 (45),transformation,4269,4326,EPSG-Usa HI,45,1334,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (31) (code 1520) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1742,NAD83 to WGS 84 (46),transformation,4269,4326,EPSG-Usa IN,46,1383,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (32) (code 1521) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1743,NAD83 to WGS 84 (47),transformation,4269,4326,EPSG-Usa KS,47,1385,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (33) (code 1522) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1744,NAD83 to WGS 84 (48),transformation,4269,4326,EPSG-Usa NV,48,1397,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (34) (code 1523) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1745,NAD83 to WGS 84 (49),transformation,4269,4326,EPSG-Usa OH,49,1404,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (35) (code 1524) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1746,NAD83 to WGS 84 (50),transformation,4269,4326,EPSG-Usa UT,50,1413,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (36) (code 1525) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1747,NAD83 to WGS 84 (51),transformation,4269,4326,EPSG-Usa WV,51,1417,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (37) (code 1526) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1748,NAD83 to WGS 84 (52),transformation,4269,4326,EPSG-Usa IL,52,1382,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (38) (code 1553) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1749,NAD83 to WGS 84 (53),transformation,4269,4326,EPSG-Usa NJ,53,1399,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (39) (code 1554) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1750,NAD83 to WGS 84 (54),transformation,4269,4326,EPSG-Usa CA s,54,2298,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (4) (code 1477) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1751,Amersfoort to ETRS89 (1),transformation,4289,4258,NCG-Nld 2000,1,1275,Accuracy 0.5m,0.5,9607,,,Replaced by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.,http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2005.08 2005.18 2005.46 2007.043,1,0
-1752,NAD83 to NAD83(CSRS98) (3),transformation,4269,4140,AB Env-Can AB,3,2376,?,,9615,,,"This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1702.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham at gov.ab.ca,EPSG,2000-10-19,,1,1
-1753,CH1903 to WGS 84 (1),transformation,4149,4326,BfL-CH 1,1,1286,?,1,9607,,,Implemented in Bundesamt für Landestopographie programme GRANIT. Used from 1987 to 1997. Not recommended for current usage - replaced by CH1903 to WGS 84 (2) (code 1766).,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,2007-03-22,2006.992 2007.043,1,0
-1754,Minna to WGS 84 (3),transformation,4263,4326,SHL-Nga S,3,2371,Oil exploration.,5,9606,,,"Used by Shell SPDC throughout southern Nigeria onshore, delta and shallow offshore from 1994; adopted by Total for offshore OPL246.",Shell Petroleum Development Company,EPSG,2002-03-15,2001.38 2002.29,1,0
-1755,Bogota 1975 (Bogota) to Bogota 1975 (1),transformation,4802,4218,IGAC-Col,1,1070,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2006.89,1,0
-1756,Lisbon (Lisbon) to Lisbon (1),transformation,4803,4207,IGC-Prt,1,1294,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2003.234 2006.89,1,0
-1757,MGI (Ferro) to MGI (1),transformation,4805,4312,BEV-Aut balk,1,2804,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2002.57 2006.89,1,0
-1758,Padang (Jakarta) to Padang (1),transformation,4808,4280,EPSG-Idn Sumatra,1,1355,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2006.89,1,0
-1759,Batavia (Jakarta) to Batavia (1),transformation,4813,4211,EPSG-Idn Java,1,1285,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2006.89,1,0
-1760,RT38 (Stockholm) to RT38 (1),transformation,4814,4308,NLS-Swe,1,1225,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2006.89,1,0
-1761,Greek (Athens) to Greek (1),transformation,4815,4120,NTU-Grc,1,1106,Change of prime meridian.,0,9601,,,,Topography Department; National Technical University of Athens.,EPSG,2006-10-13,2001.39 2006.89,1,0
-1762,NGO 1948 (Oslo) to NGO1948 (1),transformation,4817,4273,NGO-Nor,1,1352,Change of prime meridian.,0,9601,,,,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2006-10-13,2001.39 2006.89,1,0
-1763,NTF (Paris) to NTF (1),transformation,4807,4275,IGN-Fra,1,1096,Change of prime meridian.,0,9601,,,,IGN Paris.,EPSG,2001-10-04,2001.39,1,0
-1764,NTF (Paris) to NTF (2),transformation,4807,4275,RGS,2,1096,Change of prime meridian.,0,9601,,,EPSG prefers value from IGN Paris (code 1763).,Royal Geographic Society; London,EPSG,2001-10-04,2001.39 2002.74,1,0
-1765,Bern 1898 (Bern) to CH1903 (1),transformation,4801,4149,BfL-CH,1,1286,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2006.89,1,0
-1766,CH1903 to WGS 84 (2),transformation,4149,4326,BfL-CH 2,2,1286,Accuracy 1.5 metres.,1.5,9603,,,These parameters are derive from CH1903+ to ETRS89 (code 1647) and are used at lesser precision from CH1903 to WGS 84 as an approximation which is within the accuracy of the distortions in the CH1903 network. Replaces CH1903 to WGS 84 (1) (code 1753).,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,2007-03-22,2001.39 2006.992 2007.043,1,0
-1767,REGVEN to SIRGAS (1),transformation,4189,4170,CN-Ven,1,1251,Accuracy 2 centimetres.,0.02,9603,,,,Instituto Geografia de Venezuela Simon Bolivar,EPSG,2001-11-06,,1,0
-1768,REGVEN to WGS 84 (1),transformation,4189,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,1,9603,,,,EPSG,EPSG,2001-11-06,,1,0
-1769,PSAD56 to REGVEN (1),transformation,4248,4189,IGSB-Ven,1,1251,?,15,9636,,,May be taken as transformation to WGS 84 - see PSAD56 to WGS 84 (13) (code 1095).,Instituto Geografia de Venezuela Simon Bolivar,EPSG,2006-12-29,2006.993,1,0
-1770,PSAD56 to WGS84 (1),transformation,4248,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,,9636,,,Parameter vales are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-11-06,,1,1
-1771,La Canoa to REGVEN (1),transformation,4247,4189,IGSB-Ven,1,1251,?,15,9636,,,May be used as transformation to WGS 84 - see La Canoa to WGS 84 (2) (code 1096),Instituto Geografia de Venezuela Simon Bolivar,EPSG,2006-12-29,2006.993,1,0
-1772,La Canoa to WGS84 (1),transformation,4247,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,,9636,,,Parameter values are from La Canoa to REGVEN (1) (code 1771) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-11-06,,1,1
-1773,POSGAR 98 to WGS 84 (1),transformation,4190,4326,EPSG-Arg,1,1033,Approximation at the +/- 1m level.,1,9603,,,,EPSG,EPSG,2001-11-06,,1,0
-1774,POSGAR 98 to SIRGAS (1),transformation,4190,4170,IGM-Arg,1,1033,POSGAR 98 is a densification of SIRGAS.,0,9603,,,,ISBN 85-240-0647-1. Sistema de Referência Geocêntrico para a América do Sul: Relatório Final. IGBE Rio de Janeiro 1997.,EPSG,2001-11-06,,1,0
-1775,Pulkovo 1942(83) to ETRS89 (2),transformation,4178,4258,IfAG-Deu E 0.1m,2,3396,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 35 points of the German GPS Network DREF. From 2001 replaces Pulkovo 1942(83) to ETRS89 (1) (code 1674) within Mecklenburg-Vorpommern and Sachsen-Anhalt.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2005.18 2006.41 2007.043,1,0
-1776,DHDN to ETRS89 (2),transformation,4314,4258,IfAG-Deu W 3m,2,2326,For applications with an accuracy at 3 m level,3,9606,,,Mean of 109 stations. Replaces DHDN to ETRS89 (1) (tfm code 1309). May be taken as approximate transformation DHDN to WGS 84 - see code 1777.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2005.18 2006.691 2007.043,1,0
-1777,DHDN to WGS 84 (2),transformation,4314,4326,EPSG-Deu W 3m,2,2326,For applications with an accuracy at 3 m level,3,9606,,,Parameter values from DHDN to ETRS89 (2) (code 1776) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces DHDN to WGS 84 (1) (tfm code 1673).,EPSG,EPSG,2007-03-22,2006.691 2007.043,1,0
-1778,DHDN to ETRS89 (3),transformation,4314,4258,IfAG-Deu W-S,3,2543,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 10 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-1779,DHDN to ETRS89 (4),transformation,4314,4258,IfAG-Deu W-cen,4,2542,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 27 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-1780,DHDN to ETRS89 (5),transformation,4314,4258,IfAG-Deu W-N,5,2541,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 21 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-1781,DHDN to ETRS89 (6),transformation,4314,4258,IfAG-Deu Thur,6,2544,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 10 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,1
-1782,DHDN to ETRS89 (7),transformation,4314,4258,IfAG-Deu Sach,7,2545,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 35 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,1
-1783,ED50 to ETRS89 (9),transformation,4230,4258,HGK-Tur,9,1237,For applications to an accuracy of 2 metres.,2,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1784.,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-11-06,,1,0
-1784,ED50 to WGS 84 (30),transformation,4230,4326,EPSG-Tur,30,1237,For applications to an accuracy of 2 metres.,2,9606,,,Parameter values from ED50 to ETRS89 (9) (code 1783). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-11-06,,1,0
-1785,MGI to ETRS89 (3),transformation,4312,4258,GURS-Svn,3,1212,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation MGI to WGS 84 - see code 1786.,Geodetska Uprava Republike Slovenij via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-1786,MGI to WGS 84 (5),transformation,4312,4326,EPSG-Svn,5,1212,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from MGI to ETRS89 (3) (code 1785). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-11-06,,1,0
-1787,RT90 to ETRS89 (2),transformation,4124,4258,NLS-Swe 2001,2,1225,Accuracy 0.1m.,,9607,,,Derived at 165 points. Supersedes RT90 to ETRS89 (1) (code 1437). May be taken as approximate transformation RT90 to WGS 84 - see code 1787.,National Land Survey of Sweden (http://www.lm.se/geodesi/refsys/eng/refsys-eng.htm) via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-11-06,,1,1
-1788,RT90 to WGS 84 (2),transformation,4124,4326,EPSG-Swe 2001,2,1225,Approximation at the +/- 1m level.,,9607,,,Parameter values from RT90 to ETRS89 (1) (code 1787) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes RT90 to WGS 84 (1) (code 1680).,EPSG,EPSG,2001-11-06,,1,1
-1789,Dealui Piscului 1933 to WGS 84 (1),transformation,4316,4326,NAMR-Rom,1,1197,?,,9603,,,Parameter values taken from Pulkovo 1942 to WGS 84 (9) (code 1293) assuming that,Petromar and NAMR,EPSG,2001-11-06,,1,1
-1790,Lisbon to ETRS89 (2),transformation,4207,4258,ICC-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,,9606,,,Derived in 2001. Supersedes Lisbon to ETRS89 (1) (code 1655).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/ Also given to greater precision (but no more accuracy) using the coordinate frame method at the IGEO website www.igeo.pt,EPSG,2003-08-14,2002.72 2003.234,1,1
-1791,Lisbon to WGS 84 (2),transformation,4207,4258,EPSG-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,,9606,,,Parameter values from Lisbon to ETRS89 (2) (code 1790). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2002-01-18,,1,1
-1792,Datum 73 to ETRS89 (2),transformation,4274,4258,ICC-Prt 2001,2,1294,For applications to an accuracy of 1 metre.,,9606,,,Derived in 2001. Supersedes Datum 73 to ETRS89 (1) (code 1657).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2003-08-14,2002.72 2003.233,1,1
-1793,Datum 73 to WGS 84 (2),transformation,4274,4258,EPSG-Prt 2001,2,1294,For applications to an accuracy of 1 metre.,,9606,,,Parameter values from Datum 73 to ETRS89 (2) (code 1792). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2002-01-18,,1,1
-1794,MGI to WGS 84 (6),transformation,4312,4326,JPet-Yug,6,2547,Oil industry,999,9603,,,For more accurate transformation see MGI to WGS 84 (7) (code 1795).,Jugopetrol,EPSG,2002-01-18,,1,0
-1795,MGI to WGS 84 (7),transformation,4312,4326,JPET-Yug MB,7,2547,Oil industry,999,9636,,,,Jugopetrol,EPSG,2002-01-18,,1,0
-1796,Manoca 1962 to WGS 84 (1),transformation,4193,4326,ELF94-Cmr,1,2555,Oil industry,0.5,9603,,,"Derived at two points, checked at a third by Stolt Comex Seaway and Geoid for Elf.",TotalFinaElf,EPSG,2002-01-18,,1,0
-1797,Qornoq 1927 to WGS 84 (1),transformation,4194,4326,DMA-Grl S,1,2407,"For military purposes. Accuracy 25m, 25m and 32m in X, Y and Z axes.",48,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1798,Qornoq 1927 to WGS 84 (2),transformation,4194,4326,KMS-Grl,2,3362,Topographic mapping.,1,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2006.22,1,0
-1799,Scoresbysund 1952 to WGS 84 (1),transformation,4195,4326,KMS-Grl Scosd,1,2570,Topographic mapping.,1,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-1800,Ammassalik 1958 to WGS 84 (1),transformation,4196,4326,KMS-Grl Ammlk,1,2571,Topographic mapping.,1,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-1801,Pointe Noire to WGS 84 (2),transformation,4282,4326,CGG94-Cog,2,2574,?,4,9603,,,Derived in 1994 by CGG/Topnav using DORIS system on various stations along the coastline.,TotalFinaElf,EPSG,2002-02-08,,1,0
-1802,Pointe Noire to WGS 84 (3),transformation,4282,4326,ELF95-Cog,3,2574,Used by Elf since May 1995 for all offshore Congo operations.,0.15,9606,,,Derived by Geoid for Elf in May 1995 using GPS and IGS data by tying 4 geodetic points to ITRF93 epoch 1995.4.,TotalFinaElf,EPSG,2002-02-08,,1,0
-1803,AGD66 to GDA94 (11),transformation,4202,4283,ICSM-Aus 0.1m,11,2575,0.1m accuracy.,0.1,9615,,,"Replaces AGD66 to GDA94 variants 6, 7 and 10 (codes 1506 1507 1596). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.",GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
-1804,AGD84 to GDA94 (5),transformation,4203,4283,Auslig-Aus 0.1m,5,2576,0.1m accuracy.,0.1,9615,,,Replaces AGD84 to GDA94 (4) (code 1593) which itself replaced variant 3 (code 1559). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2007-03-22,2004.182 2006.01 2007.043,1,0
-1805,Garoua to WGS 72BE (1),transformation,4197,4324,ELF-Cmr,1,2590,Oil industry exploration.,5,9603,,,Derived in 1981 by Decca Survey France for Elf Serepca.,TotalFinaElf,EPSG,2002-02-12,,1,0
-1806,Kousseri to WGS 72BE (1),transformation,4198,4324,ELF-Cmr,1,2591,Oil industry expoloration.,5,9603,,,Derived in 1981 by Decca Survey France for Elf Serepca.,TotalFinaElf,EPSG,2002-02-12,,1,0
-1807,Pulkovo 1942 to WGS 84 (13),transformation,4284,4326,BP-Aze Aioc95,13,1038,Oil industry operations by AIOC prior to 1997.,10,9606,,,"Derived via WGS72 values taken from SOCAR Magnavox 1502 manual. Used by AIOC 1995-1997 then replaced by the AIOC97 values (tfm code 1808).
-Do not confuse with AIOC95 vertical datum as used in southern Caspian Sea and at Sangachal terminal by AIOC.",BP,EPSG,2007-03-22,2007.043,1,0
-1808,Pulkovo 1942 to WGS 84 (14),transformation,4284,4326,BP-Aze Aioc97,14,2593,Oil industry operations.,5,9606,,,"Mean of 3 stations in western Georgia, 4 stations in eastern Georgia and 4 stations in eastern Azerbaijan. Derived for use on AIOC early oil western export pipeline, but adopted for all AIOC work replacing the 1995 AIOC transformation (code 1807).",BP,EPSG,2007-03-22,2007.043,1,0
-1809,Pulkovo 1942 to WGS 84 (15),transformation,4284,4326,TFE-Aze97,15,2594,Oil industry operations.,2,9606,,,Parameter values calculated by Elf Exploration and Production based on geodetic survey carried out by Azerbaijan State Committee for Geodesy and Cartography.,TotalFinaElf,EPSG,2002-02-12,,1,0
-1810,ED50 to WGS 84 (31),transformation,4230,4326,wgc72-Egy,31,2595,Oil industry exploration and production operations.,15,9606,,,Derived via concatenation through WGS72. The ED50 to WGS72 step is the Sepplin 1974 value for all Europe.,Western Geophysical,EPSG,2002-02-12,,1,0
-1811,PSAD56 to WGS 84 (12),transformation,4248,4326,PB-Braz N,12,1754,Oil industry exploration.,10,9603,,,Used by Petrobras for shelf operations.,Petrobras,EPSG,2002-02-12,,1,0
-1812,Indian 1975 to WGS 84 (4),transformation,4240,4326,Auslig-Tha,4,1231,Cadastral survey.,3,9606,,,,Auslig via GPS World.,EPSG,2002-02-12,,1,0
-1813,Batavia to WGS 84 (2),transformation,4211,4326,ARCO-Idn ONWJ,2,2577,Oil industry operations.,5,9603,,,Used by ARCO offshore NW Java area.,Arco geodetic database,EPSG,2002-02-12,,1,0
-1814,Batavia to WGS 84 (3),transformation,4211,4326,KOM-Idn EJGP,3,2588,Oil industry operations.,5,9603,,,Used by PT Komaritim for Nippon Steel during East Java Gas Pipeline construction.,PT Komaritim report S808/91.,EPSG,2002-02-12,,1,0
-1815,Nord Sahara 1959 to WGS 84 (4),transformation,4307,4326,BP-Alg D3,4,2598,Oil industry operations.,5,9606,,,Used by BP in District 3 and In Salah Gas.,BP,EPSG,2002-02-12,,1,0
-1816,Nord Sahara 1959 to WGS 84 (5),transformation,4307,4326,BPA-Alg InAm,5,2599,Oil industry operations.,100,9603,,,Derived at astro station central to concession. Significant and varying differences (>100m) at 4 neighbouring astro stations.,BP,EPSG,2002-02-12,,1,0
-1817,Nord Sahara 1959 to WGS 84 (6),transformation,4307,4326,ARCO-Alg HBR,6,2600,Oil industry operations.,100,9603,,,Derived at astro station Guerrara.,Arco geodetic database,EPSG,2002-02-12,,1,0
-1818,Minna to WGS 84 (4),transformation,4263,4326,RSL-Nga,4,1717,Oil industry operations.,8,9606,,,Concatenated via WGS 72BE.,Racal Survey Nigeria,EPSG,2004-04-27,2004.16,1,0
-1819,Minna to WGS 84 (5),transformation,4263,4326,SPD-Nga S,5,2371,Oil industry operations.,,9606,,,Used by Shell in southern Nigeria and Total in OPL246.,TotalFinaElf,EPSG,2002-02-12,,1,1
-1820,Minna to WGS 84 (6),transformation,4263,4326,CON89-Nga,6,1717,Oil industry operations.,12,9603,,,Derived by Nortech at station L40 Minna using NNPC 1989 GPS network tied to 4 ADOS stations. Used by Conoco in OPLs 219-220 to cm precision and ExxonMobil in OPL 209 to dm precision..,TotalFinaElf,EPSG,2002-07-16,2002.29,1,0
-1821,Minna to WGS 84 (7),transformation,4263,4326,ELF94-Nga,7,1717,Oil industry operations.,3,9603,,,"Derived by Elf Petroleum Nigeria in 1994 at 3 stations (M101 onshore, offshore platforms XSW06 and XSV39) and used in OMLs 99-102 and OPLs 222-223.",TotalFinaElf,EPSG,2002-07-16,2002.29,1,0
-1822,Minna to WGS 84 (8),transformation,4263,4326,SHL-Nga OPL W,8,1717,Oil industry exploration and production.,10,9603,,,"Used by Shell SNEPCO for OPLs 209-213 and 316. Derived during 1990 Niger Delta control survey at 4 stations (XSU27, 30 31 and 35).",Shell Nigeria Exploration and Production Company,EPSG,2002-03-15,,1,0
-1823,Minna to WGS 84 (9),transformation,4263,4326,SHL-Nga OPL S,9,1717,Oil industry exploration and production.,10,9603,,,"Used by Shell SNEPCO for OPLs 217-223. Derived during 1990 Niger Delta control survey at 4 stations (XSU38, 41, 44 and 45).",Shell Nigeria Exploration and Production Company,EPSG,2002-03-15,,1,0
-1824,Minna to WGS 84 (10),transformation,4263,4326,SHL-Nga Gongola,10,2371,Oil industry exploration and production.,25,9603,,,Used by Shell SNEPCO for Gongola basin.,Shell International Exploration and Production,EPSG,2002-03-15,,1,0
-1825,Hong Kong 1980 to WGS 84 (1),transformation,4611,4326,LSD-HKG 2002,1,1118,Accuracy to 1m level.,1,9606,,,Published 1st March 2002.,"Geodetic Survey Section, Survey and Mapping Office, Lands Department, Hong Kong. http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2002-06-22,,1,0
-1826,JGD2000 to WGS 84 (1),transformation,4612,4326,EPSG-Jpn,1,1129,Approximation at the +/- 1m level.,1,9603,,,,EPSG,EPSG,2002-06-22,,1,0
-1827,Tokyo + JSLD to WGS 84 (6),transformation,7414,4326,GSI-Jpn 452141,6,2425,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2004.38,1,1
-1828,Yoff to WGS 72 (1),transformation,4310,4322,DMA-SEN,1,1207,Military survey.,25,9603,,,,DMA,EPSG,2002-06-22,,1,0
-1829,HD72 to ETRS89 (1),transformation,4237,4258,FOMI-Hun,1,1119,Accuracy at decimetre level throughout Hungary.,0.1,9607,,,May be taken as approximate transformation HD72 to WGS 84 - see code 1830.,Institute of Geodetic Survey and Remote Sensing (FOMI) reflected at http://lazarus.elte.hu/gb/geodez/geod5.htm,EPSG,2002-06-22,,1,0
-1830,HD72 to WGS 84 (1),transformation,4237,4326,EPSG-Hun,1,1119,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,1,9607,,,Parameter values taken from HD72 to ETRS89 (1) (code 1829) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-06-22,,1,0
-1831,HD72 to WGS 84 (2),transformation,4237,4326,ELTE-Hun,2,1119,Accuracy better than 1m in all three dimensions throughout Hungary.,1,9603,,,Derived at fundamental point Szolohegy and tested at 99 stations throughout Hungary.,"Timar, Molnar and Pasztor; Eotvos University, in Geodezia es Kartografia 54(1) pp11-16. www.fomi.hu/internet/magyar/szaklap/geodkart.htm",EPSG,2002-06-22,,1,0
-1832,ID74 to WGS 84 (2),transformation,4238,4326,Rac91-Idn,2,1122,For oil industry purposes.,25,9606,,,Derived via coordinates of 2 Pulse8 stations. Use of ID74 to WGS 84 (3) (code 1833) is recommended.,Racal Survey,EPSG,2006-08-25,2006.81,1,0
-1833,ID74 to WGS 84 (3),transformation,4238,4326,Bak-Idn,3,1122,"Standard deviations of translations are 1.3, 1.1 and 3.6m, of rotations 0.11, 0.06 and 0.04 sec and ppm 0.18.",3,9607,,,Parameter values from ID74 to DGN95 (1) (code 15911) assuming that DGN95 is equivalent to WGS 84 within the accuracy of the transformation.,Bakosurtanal.,EPSG,2006-08-25,2006.81,1,0
-1834,Segara to WGS 84 (1),transformation,4294,4326,NIMA-Idn Kal,1,2354,For military purposes.,,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,2002-06-22,,1,1
-1835,Segara to WGS 84 (2),transformation,4294,4326,Shl-Idn Kal E,2,1360,Oil exploration.,,9603,,,,Shell,EPSG,2002-06-22,,1,1
-1836,Segara to WGS 84 (3),transformation,4294,4326,Shl-Idn Kal NE,3,2770,Oil exploration.,,9603,,,,Shell,EPSG,2002-06-22,,1,1
-1837,Makassar to WGS 84 (1),transformation,4257,4326,Shl-Idn Sul SW,1,1316,Oil exploration.,999,9603,,,,Shell,EPSG,2002-06-22,,1,0
-1838,Segara to WGS 84 (4),transformation,4613,4326,TOT-Idn Mah,4,1328,Oil exploration.,1,9603,,,Datum shift derived through ITRF93.,Total Indonesia.,EPSG,2002-06-22,,1,0
-1839,Beduaram to WGS 72BE (1),transformation,4213,4324,ELF-Ner SE,1,2771,Oil exploration. Accuracy estimated at 15m.,15,9603,,,Derived by Elf in 1986.,TotalFinaElf,EPSG,2006-02-10,2006.17,1,0
-1840,QND95 to WGS 84 (1),transformation,4614,4326,CGIS-Qat,1,1346,Parameter values are defined and therefore exact.,0,9606,,,"Transformation defines QND95. May be approximated to 1m throughout Qatar by geocentric translation transformation with dX=-127.78098m, dY=-283.37477m, dZ=+21.24081m.",Qatar Centre for Geographic Information.,EPSG,2002-06-28,,1,0
-1841,ATS77 to NAD83(CSRS) (1),transformation,4122,4617,GIC-Can NB,1,1447,Accuracy 1-2 metres.,1.5,9615,,,Introduced in 1999. Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1688.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,2002-07-13,,1,0
-1842,NAD83(CSRS) to WGS 84 (1),transformation,4617,4326,EPSG-Can,1,1061,Approximation at the +/- 1m level assuming that NAD83(CSRS) is equivalent to WGS 84.,1,9603,,,For many purposes NAD83(CSRS) can be considered to be coincident with WGS 84.,EPSG,EPSG,2007-05-29,2007.026,1,0
-1843,NAD83 to NAD83(CSRS) (1),transformation,4269,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,1.5,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1696.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2002-07-13,,1,0
-1844,NAD27 to NAD83(CSRS) (1),transformation,4267,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,1.5,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1692.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2002-07-13,,1,0
-1845,NAD27(CGQ77) to NAD83(CSRS) (1),transformation,4609,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,1.5,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(CGQ77) (code 4609) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD27(CGQ77) to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2002-07-13,,1,0
-1846,ATS77 to NAD83(CSRS) (2),transformation,4122,4617,PEI DOT-Can PEI,2,1533,Accuracy 1-2 metres.,1.5,9615,,,Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1689.,PEI Department of Transportation & Public Works,EPSG,2002-07-13,,1,0
-1847,NAD27 to NAD83(CSRS) (2),transformation,4267,4617,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,1.5,9615,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1703.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2002-07-13,,1,0
-1848,NAD83 to NAD83(CSRS) (2),transformation,4269,4617,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,1.5,9615,,,Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1697.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2002-07-13,,1,0
-1849,NAD83 to NAD83(CSRS) (3),transformation,4269,4617,AB Env-Can AB,3,2376,Accuracy 1-2 metres.,1.5,9615,,,"This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1702.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www3.gov.ab.ca/env/land/dos/,EPSG,2005-09-29,2005.46,1,0
-1850,ATS77 to NAD83(CSRS) (3),transformation,4122,4617,NSGC-Can NS,3,2313,Accuracy 1-2 metres.,1.5,9615,,,Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1851.,Nova Scotia Geomatics Centre - Contact aflemmin at linux1.nsgc.gov.ns.ca or telephone 902-667-6409,EPSG,2002-11-18,2002.83,1,0
-1851,ATS77 to WGS 84 (3),transformation,4122,4326,EPSG-Can NS,2,2313,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from ATS77 to NAD83(CSRS) (3) (code 1850) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-07-13,,1,0
-1852,Timbalai 1948 to WGS 84 (4),transformation,4298,4326,SSB-Mys E,4,2780,Oil exploration.,5,9606,,,Derived by Racal Survey for SSB at 24 coastal stations (including Timbalai fundamental point and 6 other primary triangulation stations) between in Sabah (Kudat southwards) and Sarawak (Sibu northwards).,Sarawak Shell Berhad,EPSG,2002-07-13,,1,0
-1853,ED50 to WGS 84 (39),transformation,4230,4326,Ent-Ire Corrib,39,2961,Used by Enterprise for Corrib.,5,9603,,,Derived at a single point in Galway docks.,Shell UK.,EPSG,2004-09-07,,1,0
-1854,FD58 to WGS 84 (2),transformation,4132,4326,TFE-Irn Lavan,2,2782,Oil Exploration,0.5,9603,,,Derived by Geoid for Elf in 1999. EGM96 geoid used.,TotalFinaElf,EPSG,2002-07-13,,1,0
-1855,FD58 to WGS 84 (3),transformation,4132,4326,TFE-Irn Kharg,3,2781,Oil Exploration,0.5,9603,,,Derived by Geoid for Elf in 1999. EGM96 geoid used.,TotalFinaElf,EPSG,2002-07-13,,1,0
-1856,ED50(ED77) to WGS 84 (3),transformation,4154,4326,TFE-Irn SPars,3,2783,Petroleum Exploration and Production.,0.5,9603,,,Derived in Kangan district by Geoid for Total in 1998. Used for South Pars phases 2 and 3.,TotalFinaElf,EPSG,2002-07-13,,1,0
-1857,ED50(ED77) to WGS 84 (4),transformation,4154,4326,TFE-Irn Lavan,4,2782,Petroleum Exploration and Production.,0.5,9603,,,Derived in 1999 on Lavan island by Geoid for Elf.,TotalFinaElf,EPSG,2002-07-13,,1,0
-1858,ED50(ED77) to WGS 84 (5),transformation,4154,4326,TFE-Irn Kharg,5,2781,Petroleum Exploration and Production.,0.5,9603,,,Derived by Geoid for Elf in 1999. EGM96 geoid used.,TotalFinaElf,EPSG,2002-07-13,,1,0
-1859,ELD79 to WGS 84 (1),transformation,4159,4326,REP-Lby MZQ,1,2785,Oil Exploration,20,9603,,,"Used by Repsol in Murzuq field, and PetroCanada and previous licence holders in NC177 and 72 (En Naga field). Reliability of connection to ELD79 questionned.",Oil industry sources.,EPSG,2006-09-21,2004.70 2006.57,1,0
-1860,ELD79 to WGS 84 (2),transformation,4159,4326,TFE-Lby MZQ,2,2785,Oil Exploration. 3-dimensional SD at 11 points is 0.5m.,0.5,9603,,,Derived December 2001 by NAGECO. Connected to ITRF via Remsa 2000 data. Used by TotalFinaElf.,TotalFinaElf,EPSG,2002-07-16,,1,0
-1861,ELD79 to WGS 84 (3),transformation,4159,4326,TFE-Lby MBK94,3,2786,Oil Exploration,2,9603,,,Derived by GEOID in 1994 from Transit satellite data. Used by TotalFinaElf.,TotalFinaElf,EPSG,2002-07-16,,1,0
-1862,ELD79 to WGS 84 (4),transformation,4159,4326,TFE-Lby MBK00,4,2786,Oil Exploration,0.5,9606,,,Derived by Geoid in 2000 from ITRF connection by NAGECO for TotalFinaElf. For historic compatibility TFE use the 1994 tfm ELD79 to WGS 84 (3) (code 1861) rather than this transformation.,TotalFinaElf,EPSG,2007-01-17,2007.006,1,0
-1863,ELD79 to WGS 84 (5),transformation,4159,4326,GMRA-Lby,5,2786,Engineering survey and oil exploration,6,9607,,,Derived for the Great Man-made River Authority (GMRA).,Norsk Hydro,EPSG,2005-09-19,2005.51,1,0
-1864,SAD69 to WGS 84 (1),transformation,4618,4326,DMA-mean,1,1341,"For military purposes only. Accuracy 15m, 6m and 9m in X, Y and Z axes.",19,9603,,,Derived at 84 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1865,SAD69 to WGS 84 (2),transformation,4618,4326,DMA-Arg,2,1033,For military purposes only. Accuracy 5m in each axis.,9,9603,,,Derived at 10 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1866,SAD69 to WGS 84 (3),transformation,4618,4326,DMA-Bol,3,1049,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1867,SAD69 to WGS 84 (4),transformation,4618,4326,DMA-Bra,4,1053,"For military purposes only. Accuracy 3m, 5m and 5m in X, Y and Z axes.",8,9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1868,SAD69 to WGS 84 (5),transformation,4618,4326,DMA-Chile,5,1066,"For military purposes only. Accuracy 15m, 8m and 11m in X, Y and Z axes.",21,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1869,SAD69 to WGS 84 (6),transformation,4618,4326,DMA-Col,6,1070,"For military purposes only. Accuracy 6m, 6m and 5m in X, Y and Z axes.",10,9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1870,SAD69 to WGS 84 (7),transformation,4618,4326,DMA-Ecu,7,3241,For military purposes. Accuracy 3m in each axis.,6,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1871,SAD69 to WGS 84 (8),transformation,4618,4326,DMA-Ecu Gal,8,2356,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1872,SAD69 to WGS 84 (9),transformation,4618,4326,DMA-Guy,9,1114,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",12,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1873,SAD69 to WGS 84 (10),transformation,4618,4326,DMA-Pgy,10,1188,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1874,SAD69 to WGS 84 (11),transformation,4618,4326,DMA-Peru,11,1189,For military purposes. Accuracy 5m in each axis.,9,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1875,SAD69 to WGS 84 (12),transformation,4618,4326,DMA-Tto,12,1235,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1876,SAD69 to WGS 84 (13),transformation,4618,4326,DMA-Ven,13,1251,"For military purposes only. Accuracy 3m, 6m and 3m in X, Y and Z axes.",8,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1877,SAD69 to WGS 84 (14),transformation,4618,4326,IGBE-Bra,14,1053,Medium and small scale mapping.,5,9603,,,Derived by Brazilean Institute of Geography and Statistics (IGBE) in 1989. Used by ANP.,Agencia Nacional do Petroleo (ANP).,EPSG,2002-09-19,,1,0
-1878,SWEREF99 to ETRS89 (1),transformation,4619,4258,NLS-Swe,1,1225,Geodetic survey.,0,9603,,,Can be taken as an approximate transformation SWEREF99 to WGS 84 - see code 1879.,National Land Survey,EPSG,2002-09-19,,1,0
-1879,SWEREF99 to WGS 84 (1),transformation,4619,4326,EPSG-Swe,1,1225,Geographic Information Systems.,1,9603,,,Parameter values taken from SWEREF to ETRS89 (1) (code 1878) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-09-19,,1,0
-1880,Point 58 to WGS 84 (1),transformation,4620,4326,NIMA-Bfa Ner,1,2791,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at one point in each of Burkina Faso and Niger.,NIMA TR8350.2,EPSG,2002-09-19,,1,0
-1881,Carthage (Paris) to Carthage (1),transformation,4816,4223,IGN-Fra,1,1236,Change of prime meridian.,0,9601,,,,IGN Paris.,EPSG,2006-10-13,2006.89,1,0
-1882,Nord Sahara 1959 (Paris) to Nord Sahara 1959 (1),transformation,4819,4307,IGN-Fra,1,1026,Change of prime meridian.,0,9601,,,,IGN Paris.,EPSG,2006-10-13,2006.89,1,1
-1883,Segara (Jakarta) to Segara (1),transformation,4820,4613,EPSG-Idn Kal E,1,1360,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2006.89,1,0
-1884,S-JTSK (Ferro) to S-JTSK (1),transformation,4818,4156,EPSG-Cze,1,1306,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2006.89,1,0
-1885,Azores Oriental 1940 to WGS 84 (1),transformation,4184,4326,DMA-Prt Az E,1,1345,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2005-09-29,2005.20 2005.46,1,0
-1886,Azores Central 1948 to WGS 84 (1),transformation,4183,4326,DMA-Prt Az C,1,1301,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 5 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2005-09-29,2003.231 2005.20 2005.21 2005.46,1,0
-1887,Azores Occidental 1939 to WGS 84 (1),transformation,4182,4326,DMA-Prt Az W,1,1344,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2007-01-04,2005.20 2005.21 2005.46 2006.89,1,0
-1888,Porto Santo to WGS 84 (1),transformation,4615,4326,DMA-Prt Mad,1,1314,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2007-01-04,2003.231 2005.20 2005.46 2006.89,1,0
-1889,Selvagen Grande to WGS 84 (1),transformation,4616,4326,DMA-Prt Sel,1,2779,For military purposes only. Accuracy 25m in each axis.,,9603,,,Derived at 1 station.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://164.214.2.59/GandG/tr8350_2.html",EPSG,2002-09-19,,1,1
-1890,Australian Antarctic to WGS 84 (1),transformation,4176,4326,EPSG-Ata Aus,1,1031,Approximation at the +/- 1m level assuming that Australian Antarctic is equivalent to WGS 84.,1,9603,,,For many purposes Australian Antarctic can be considered to be coincident with WGS 84.,EPSG,EPSG,2002-09-19,,1,0
-1891,Greek to GGRS87 (1),transformation,4120,4121,HGS-Grc,1,1106,Better than 5m throughout Greece.,5,9619,,,More accurate polynomial transformations between Greek / Hatt projection zones and GGRS87 / Greek Grid are available from the Military Geographic Service.,Hellenic Petroleum,EPSG,2002-09-19,,1,0
-1892,Hito XVIII 1963 to WGS 84 (2),transformation,4254,4326,NIMA-Chl,2,2805,Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations. As the source CRS was used for the border survey this transformation is probably also applicable to adjacent areas of Argentina.,,EPSG,2005-05-27,2005.21,1,0
-1893,Puerto Rico to WGS 84 (3),transformation,4139,4326,NIMA-Pri,3,1335,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1894,Gandajika 1970 to WGS 84 (1),transformation,4233,4326,NIMA-Mdv,3,1152,For military purposes only. Accuracy 25m in each axis.,25,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19,,1,1
-1895,RT90 to SWEREF99 (1),transformation,4124,4619,NLS-Swe 2001,1,1225,Accuracy 0.1m.,0.1,9607,,,Derived at 165 points in 2001. Also given by EuroGeographics as RT90 to ETRS89 using the Position Vector transformation method. Replaces RT90 to ETRS89 (1) (code 1437). May be taken as approximate transformation RT90 to WGS 84 - see code 1896.,National Land Survey of Sweden (http://www.lantmateriet.se/) via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2005.18 2005.46 2007.043,1,0
-1896,RT90 to WGS 84 (2),transformation,4124,4326,EPSG-Swe 2001,2,1225,Approximation at the +/- 1m level.,1,9607,,,Parameter values from RT90 to SWEREF99 (1) (code 1895) assuming that SWEREF99 is equivalent to WGS 84 within the accuracy of the transformation. Replaces RT90 to WGS 84 (1) (code 1680).,EPSG,EPSG,2007-03-22,2007.043,1,0
-1897,Segara to WGS 84 (1),transformation,4613,4326,NIMA-Idn Kal,1,2354,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.20 2005.21 2005.46,1,0
-1898,Segara to WGS 84 (2),transformation,4613,4326,Shl-Idn Kal E,2,1360,Oil exploration.,5,9603,,,,Shell,EPSG,2002-11-18,,1,0
-1899,Segara to WGS 84 (3),transformation,4613,4326,Shl-Idn Kal NE,3,2770,Oil exploration.,10,9603,,,,Shell,EPSG,2002-11-18,,1,0
-1900,NAD83(HARN) to WGS 84 (2),transformation,4152,4326,NGS-Usa ITRF94,2,1323,Historical record only - superseded - see remarks.,0.1,9607,,,Strictly between NAD83(HARN) and ITRF94(1996.0). Replaced by NAD83(HARN) to WGS 84 (3) (code 1901).,US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2007-03-22,2005.13 2007.043,1,0
-1901,NAD83(HARN) to WGS 84 (3),transformation,4152,4326,NGS-Usa ITRF96,3,1323,"Geodesy. Accuracy with respect to CORS at stations adjusted to HARN network is better than 0.05-0.07m. For locations outside a HARN network (i.e. NAD83), accuracy may be only 1m but will usually be better than 0.5m.",0.1,9607,,,Jointly derived by US NGS and Geodetic Survey of Canada as transformation to target CRS of ITRF96(1997.0) - see also tfm code 1946. In USA only replaces NAD83 to WGS 84 (2) (code 1900).,http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2007-03-22,2005.13 2007.043,1,0
-1902,Manoca 1962 to WGS 72BE (1),transformation,4193,4324,GOC-Cmr,1,2555,Oil exploration,5,9603,,,Derived at 6 stations using Transit in 1977.,Gulf Oil Company of Cameroon and Elf Cameroun (SEREPCA).,EPSG,2006-02-02,2005.821,1,0
-1903,Fort Marigot to WGS 84 (1),transformation,4621,4326,IGN-Glp,1,2828,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
-1904,Guadeloupe 1948 to WGS 84 (1),transformation,4622,4326,IGN-Glp 10m,1,2829,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2004-10-14,2004.561,1,0
-1905,Guadeloupe 1948 to WGS 84 (2),transformation,4622,4326,IGN-Glp 1m,2,2829,Accuracy +/- 0.1 metre.,0.1,9606,,,,IGN Paris.,EPSG,2004-10-14,2004.561,1,0
-1906,CSG67 to WGS 84 (1),transformation,4623,4326,IGN-Guf,1,3105,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2005-04-24,2004.562,1,0
-1907,RGFG95 to WGS 84 (1),transformation,4624,4326,IGN-Guf,1,1097,Accuracy +/- 2 metres.,2,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
-1908,CSG67 to RGFG95 (1),transformation,4623,4624,IGN-Guf,1,3105,"Accuracy better than +/- 0.1 metre in the coastal area, better than +/- 1 metre in the interior.",1,9606,,,,IGN Paris.,EPSG,2005-04-24,2004.562,1,0
-1909,Martinique 1938 to WGS 84 (1),transformation,4625,4326,IGN-Mtq 10m,1,1156,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2004-10-14,2004.561,1,0
-1910,Martinique 1938 to WGS 84 (2),transformation,4625,4326,IGN-Mtq 1m,2,1156,Accuracy +/- 0.1 metre.,0.1,9606,,,,IGN Paris.,EPSG,2004-10-14,2004.561,1,0
-1911,Reunion 1947 to WGS 84 (1),transformation,4626,4326,IGN-Reu 30m,1,1196,Accuracy +/- 30 metres.,30,9603,,,Derived at 1 station.,IGN Paris.,EPSG,2004-10-14,2004.561,1,1
-1912,RGR92 to WGS 84 (1),transformation,4627,4326,IGN-Reu,1,1196,Accuracy +/- 1 metre.,1,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
-1913,Tahaa 54 to WGS 84 (1),transformation,4629,4326,IGN-Pyf Tahaa,1,2812,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
-1914,IGN72 Nuku Hiva to WGS 84 (1),transformation,4630,4326,IGN-Pyf,1,3129,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2005-08-12,2005.38,1,0
-1915,K0 1949 to WGS 84 (1),transformation,4631,4326,IGN-Atf Kerg,1,2816,Accuracy +/- 10 metres.,10,9603,,,Also published in US NIMA/NGA TR8350.2 which gives accuracy of +/-25m in each axis and states that derived at one station.,IGN Paris.,EPSG,2002-11-29,,1,1
-1916,Combani 1950 to WGS 84 (1),transformation,4632,4326,IGN-Myt,1,1159,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
-1917,IGN56 Lifou to WGS 84 (1),transformation,4633,4326,IGN-Ncl,1,2814,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,1
-1918,IGN72 Grand Terre to WGS 84 (1),transformation,4634,4326,IGN-Ncl,1,1174,Accuracy +/- 10 metres.,,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,1
-1919,ST87 Ouvea to WGS 84 (1),transformation,4635,4326,BGN-Ncl,1,2813,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2003-08-14,2003.241,1,1
-1920,RGNC 1991 to WGS 84 (1),transformation,4645,4326,IGN-Ncl,1,1174,Accuracy +/- 1 metre.,1,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,1
-1921,Petrels 1972 to WGS 84 (1),transformation,4636,4326,IGN-Ata Adel,1,2818,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
-1922,Perroud 1950 to WGS 84 (1),transformation,4637,4326,IGN-Ata Adel,1,2818,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
-1923,Saint Pierre et Miquelon 1950 to WGS 84 (1),transformation,4638,4326,IGN-Spm,1,1220,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2006-02-03,2006.06,1,0
-1924,Tahiti 52 to WGS 84 (1),transformation,4628,4326,IGN-Pyf,1,2811,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
-1925,MOP78 to WGS 84 (1),transformation,4639,4326,IGN-Wlf Wallis,1,2815,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,1
-1926,Reunion 1947 to RGR92 (1),transformation,4626,4627,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,0.1,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. Errors of up to 0.5m may occur. For the reverse transformation use RGR92 to Reunion 1947 [alias Piton des Neiges] (1) (code 1964).,IGN Paris.,EPSG,2004-10-14,2003.25 2004.50 2004.561,1,0
-1927,IGN56 Lifou to WGS 84 (2),transformation,4633,4326,BGN-Ncl,2,2814,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,1
-1928,IGN53 Mare to WGS 84 (1),transformation,4641,4326,BGN-Ncl,1,2819,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,1
-1929,IGN72 Grand Terre to WGS 84 (2),transformation,4634,4326,BGN-Ncl,2,2822,Accuracy better than +/- 1 metre.,,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,1
-1930,ST84 Ile des Pins to WGS 84 (1),transformation,4642,4326,BGN-Ncl,1,2820,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,1
-1931,ST71 Belep to WGS 84 (1),transformation,4643,4326,BGN-Ncl,1,2821,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,0
-1932,NEA74 Noumea to WGS 84 (1),transformation,4644,4326,BGN-Ncl,1,2823,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,1
-1933,RGR92 to Piton des Nieges (1),transformation,4627,4626,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. For the reverse transformation see Piton des Nieges to RGR92 (1) (code 1926).,IGN Paris.,EPSG,2002-11-29,,1,1
-1934,RRAF 1991 to WGS 84 (1),transformation,4640,4326,IGN-FrAnt,1,2824,Accuracy +/- 1 metre.,1,9603,,,RRAF 1991 was defined to be WGS84 at a single point in Martinique during the 1988 Tango mission.,EPSG,EPSG,2002-11-29,,1,0
-1935,ITRF97 to ITRF2000 (1),transformation,4918,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS). ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
-1936,ITRF96 to ITRF2000 (1),transformation,4917,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
-1937,ITRF94 to ITRF2000 (1),transformation,4916,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
-1938,ITRF93 to ITRF2000 (1),transformation,4915,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0029 m/yr, dy=0.0002 m/yr, dZ=0.0006 m/yr, rX=0.00011""/yr, rY=0.00019""/yr, rZ=-0.00007""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
-1939,ITRF92 to ITRF2000 (1),transformation,4914,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
-1940,ITRF91 to ITRF2000 (1),transformation,4913,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
-1941,ITRF90 to ITRF2000 (1),transformation,4912,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
-1942,ITRF89 to ITRF2000 (1),transformation,4911,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
-1943,ITRF88 to ITRF2000 (1),transformation,4910,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
-1944,Lisbon to WGS 84 (2),transformation,4207,4326,EPSG-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,,9606,,,Parameter values from Lisbon to ETRS89 (2) (code 1790). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2002-09-19,2002.72,1,1
-1945,Datum 73 to WGS 84 (2),transformation,4274,4326,EPSG-Prt 2001,2,1294,For applications to an accuracy of 1 metre.,,9606,,,Parameter values from Datum 73 to ETRS89 (2) (code 1792). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2002-09-19,,1,1
-1946,NAD83(CSRS) to WGS 84 (2),transformation,4617,4326,NGS-Usa ITRF96,2,1061,Geodesy.,0.1,9607,,,Jointly derived by US NGS and Geodetic Survey of Canada - see also code 1901. Strictly between NAD83(CSRS) and ITRF96(1997.0).,http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2007-05-29,,1,0
-1947,ATS77 to NAD27 (1),transformation,4122,4267,SNB-Can NB,1,1447,?,1,9634,,,For reverse transformation see NAD27 to ATS77 (1) (code 1603),Survey of New Brunswick,EPSG,2003-02-25,,1,0
-1948,ATS77 to NAD27 (2),transformation,4122,4267,SNB-Can NS,2,2313,?,1,9634,,,For reverse transformation see NAD27 to ATS77 (2) (code 1604),Survey of New Brunswick,EPSG,2003-02-25,,1,0
-1949,ATS77 to NAD27 (3),transformation,4122,4267,SNB-Can PEI,3,1533,?,1,9634,,,For reverse transformation see NAD27 to ATS77 (3) (code 1605),Survey of New Brunswick,EPSG,2003-02-25,,1,0
-1950,NAD83 to NAD83(CSRS) (4),transformation,4269,4617,EPSG-Can E Off,4,2831,Accuracy 1 to 2 metres. Used for oil industry operations only.,2,9603,,,Used as part of NAD27 to/from WGS 84 transformation for offshore oil operations - see code 8647.,Various oil industry sources.,EPSG,2003-02-25,,1,0
-1951,Hjorsey 1955 to WGS 84 (1),transformation,4658,4326,DMA-Isl,1,1120,"Accuracy 3m, 3m and 5m in X, Y and Z axes.",7,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1952,ISN93 to WGS 84 (1),transformation,4659,4326,EPSG-Isl,1,1120,Approximation at the +/- 1m level assuming that ISN93 is equivalent to WGS 84.,1,9603,,,For many purposes ISN93 can be considered to be coincident with WGS 84.,EPSG,EPSG,2003-06-27,,1,0
-1953,TM75 to ETRS89 (2),transformation,4300,4258,OSI-Ire,2,1305,For applications to an accuracy of 1 metre.,1,9606,,,"TM75 is based on the geodetic datum of 1965 which should not be confused with the mapping adjustment of 1965 (TM65). May be taken as approximate transformations TM75 to WGS 84, TM65 to WGS 84 and OSNI 1952 to WGS 84 - see codes 1954, 1641 and 1955.",Ordnance Survey Ireland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2003-06-27,,1,0
-1954,TM75 to WGS 84 (2),transformation,4300,4326,EPSG-Ire,2,1305,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values taken from TM65 to ETRS89 (2) (code 1953). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2003-06-27,,1,0
-1955,OSNI 1952 to WGS 84 (1),transformation,4188,4326,EPSG-Ire,1,2530,For applications to an accuracy of 1 metre.,1,9606,,,"Parameter values from TM75 to ETRS89 (2) (code 1953). Assumes each pair of (i) OSNI 1952 and TM75, and (ii) ETRS89 and WGS 84, can be considered the same to within the accuracy of the transformation.",EPSG,EPSG,2004-04-09,2004.20,1,0
-1956,TM75 to WGS 84 (3),transformation,4300,4326,DMA-Ire,3,1305,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 7 stations. TM75 is based on the geodetic datum of 1965 which should not be confused with the mapping adjustment of 1965 (TM65).,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-27,2005.20 2005.21,1,0
-1957,Helle 1954 to WGS 84 (1),transformation,4660,4326,SKV-SJM Jan Mayen,1,2869,For applications to an accuracy of 1 metre.,1,9606,,,Derived at 3 stations. Residuals under 1m.,"""Transformation from existing geodetic network to WGS84"", Geodesy Division, Statens kartverk, 26/11/92.",EPSG,2003-06-27,,1,0
-1958,LKS92 to WGS 84 (1),transformation,4661,4326,Vzd-Lva,1,1139,LKS92 is a realisation of ETRS89 coincident to WGS84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,EPSG,EPSG,2003-06-27,,1,0
-1959,St. Vincent 1945 to WGS 84 (1),transformation,4607,4326,LSU-Vct,1,1202,1m accuracy.,1,9603,,,Derived at 4 points.,"Clifford J Mugnier, Louisiana State University.",EPSG,2006-02-03,2006.06,1,0
-1960,ED87 to WGS 84 (2),transformation,4231,4326,IERS-Eur,2,1297,Scientific research.,1,9606,,,,"IERS Paris via Rijkswaterstaat report 9635 September 1996 ""Coordinaattransformaties en kartprojecties"" and Nederlandse Aardolie Maatschappij (NAM).",EPSG,2003-06-27,,1,0
-1961,ED50 to WGS 84 (32),transformation,4230,4326,NAM-Nld-Nsea,32,1630,Used by NAM for offshore operations.,,9606,,,Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.,Nederlandse Aardolie Maatschappij (NAM).,EPSG,2003-06-27,,1,1
-1962,IGN72 Grande Terre to WGS 84 (1),transformation,4662,4326,IGN-Ncl,1,2822,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2003-08-14,,1,1
-1963,IGN72 Grande Terre to WGS 84 (2),transformation,4662,4326,BGN-Ncl,2,2822,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2003-08-14,,1,1
-1964,RGR92 to Reunion 1947 (1),transformation,4627,4626,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,0.1,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. Errors of up to 0.5m may occur. For the reverse transformation use Piton des Neiges to RGR92 (1) (code 1926).,IGN Paris.,EPSG,2004-10-14,2004.50 2004.561,1,0
-1965,Selvagem Grande to WGS 84 (1),transformation,4616,4326,DMA-Prt Sel,1,2779,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2007-01-04,2005.20 2005.46 2006.89,1,0
-1966,Porto Santo 1995 to WGS 84 (2),transformation,4663,4326,CGC-Prt Mad 5m,2,2870,For low resolution applications.,5,9603,,,Derived at Forte de Sao Tiago.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1967,Porto Santo 1995 to WGS 84 (3),transformation,4663,4326,CGC-Prt Mad 1m,3,2870,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1968,Azores Oriental 1995 to WGS 84 (2),transformation,4664,4326,CGC-Prt Az Mig 5m,2,2871,For low resolution applications.,5,9603,,,Calculated in 2001.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2004-09-14,2004.521,1,0
-1969,Azores Oriental 1995 to WGS 84 (3),transformation,4664,4326,CGC-Prt Az Mig 1m,3,2871,For medium resolution applications.,1,9607,,,Calculated in 2001.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1970,Azores Oriental 1995 to WGS 84 (4),transformation,4664,4326,CGC-Prt Az E 5m,4,1345,For low resolution applications.,5,9603,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1971,Azores Oriental 1995 to WGS 84 (5),transformation,4664,4326,CGC-Prt Az E 1m,5,1345,For medium resolution applications.,1,9607,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1972,Azores Central 1995 to WGS 84 (2),transformation,4665,4326,CGC-Prt Az Ter 5m,2,2872,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1973,Azores Central 1995 to WGS 84 (3),transformation,4665,4326,CGC-Prt Az Ter 1m,3,2872,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1974,Azores Central 1995 to WGS 84 (4),transformation,4665,4326,CGC-Prt Az Fai 5m,4,2873,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1975,Azores Central 1995 to WGS 84 (5),transformation,4665,4326,CGC-Prt Az Fai 1m,5,2873,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1976,Azores Central 1995 to WGS 84 (6),transformation,4665,4326,CGC-Prt Az Pic 5m,6,2874,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1977,Azores Central 1995 to WGS 84 (7),transformation,4665,4326,CGC-Prt Az Pic 1m,7,2874,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1978,Azores Central 1995 to WGS 84 (8),transformation,4665,4326,CGC-Prt Az SJ 5m,8,2875,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1979,Azores Central 1995 to WGS 84 (9),transformation,4665,4326,CGC-Prt Az SJ 1m,9,2875,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1980,Azores Central 1995 to WGS 84 (10),transformation,4665,4326,CGC-Prt Az C 5m,10,1301,For low resolution applications.,5,9603,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1981,Azores Central 1995 to WGS 84 (11),transformation,4665,4326,CGC-Prt Az C 1m,11,1301,For medium resolution applications.,1,9607,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1982,Azores Occidental 1939 to WGS 84 (2),transformation,4182,4326,CGC-Prt Az W,2,1344,For low resolution applications.,5,9603,,,Derived at 2 stations in 1999.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1983,Datum 73 to WGS 84 (3),transformation,4274,4326,CGC-Prt 5m,3,1294,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1984,Lisbon to WGS 84 (3),transformation,4207,4326,CGC-Prt 5m,3,1294,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1985,ED50 to WGS 84 (33),transformation,4230,4326,CGC-Prt 5m,33,1294,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1986,Lisbon 1890 to WGS 84 (1),transformation,4666,4326,CGC-Prt 5m,1,1294,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1987,Datum 73 to WGS 84 (4),transformation,4274,4326,CGC-Prt 1m,4,1294,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1988,Lisbon to WGS 84 (4),transformation,4207,4326,CGC-Prt 1m,4,1294,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1989,ED50 to WGS 84 (34),transformation,4230,4326,CGC-Prt 1m,34,1294,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1990,Lisbon 1890 to WGS 84 (2),transformation,4666,4326,CGC-Prt 1m,2,1294,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1991,Lisbon 1890 (Lisbon) to Lisbon 1890 (1),transformation,4904,4666,CGC-Prt,1,1294,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2006.89,1,0
-1992,Datum 73 to ETRS89 (3),transformation,4274,4258,CGC-Prt 1m,3,1294,For medium resolution applications.,1,9607,,,Parameters calculated in 1998 using 9 common stations. Published in 2001. Replaces Datum 73 to ETRS89 (1) (code 1657).,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2007-03-22,2003.233 2005.18 2007.043,1,0
-1993,IKBD-92 to WGS 84 (1),transformation,4667,4326,UN-Irq Kwt,4,2876,Boundary demarcation.,0,9603,,,For all practical purposes this transformation is exact.,EPSG,EPSG,2003-09-01,,1,0
-1994,Reykjavik 1900 to WGS 84 (1),transformation,4657,4326,LMI-Isl,1,1120,Low accuracy applications.,10,9603,,,,Landmaelingar Islands (National Land Survey of Iceland).,EPSG,2003-09-30,,1,0
-1995,Dealul Piscului 1933 to WGS 84 (1),transformation,4316,4326,NAMR-Rom,1,1197,Oil exploration,10,9603,,,,Petromar and NAMR,EPSG,2003-11-28,,1,0
-1996,Dealul Piscului 1970 to WGS 84 (1),transformation,4317,4326,Shell-Rom,1,1197,Oil exploration,10,9603,,,,Shell SIEP,EPSG,2003-11-28,,1,0
-1997,Lisbon to ETRS89 (2),transformation,4207,4258,ICC-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,2,9606,,,Derived in 2001. Replaces Lisbon to ETRS89 (1) (code 1655). Also given to greater precision but no more accuracy on ICC web site using Coordinate Frame method.,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/ Also given to greater precision (but no more accuracy) using the coordinate frame method at the IGEO website www.igeo.pt,EPSG,2007-03-22,2002.72 2003.234 2005.18 2007.043,1,0
-1998,ED50 to WGS 84 (36),transformation,4230,4326,EPSG-Ger Nsea,36,2879,Recommended transformation for Germany North Sea petroleum purposes.,1,9606,,,"Approximation to better than 0.5m of transformation adopted in June 2003 (see ED50 to WGS 84 (35), code 1052). Acceptable to Landesbergamt for Lower Saxony and Bundesanstalt für Seeschifffahrt und Hydrographie.",EPSG,EPSG,2004-10-22,2004.63,1,0
-1999,ED50 to WGS 84 (32),transformation,4230,4326,NAM-Nld-Nsea,32,1630,Used by NAM for offshore operations.,3,9606,,,Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.,Nederlandse Aardolie Maatschappij (NAM).,EPSG,2004-01-07,,1,0
-5400,Baltic to Caspian (1),transformation,5705,5706,Caspian Sea,1,2314,Vertical datum change for hydrographic charting.,0,9616,,,Baltic datum is 28m above Caspian datum.,,EPSG,2006-10-13,97.61 2006.89,1,0
-5401,Belfast to Malin Head,transformation,5732,5731,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey.,,9616,,,Belfast datum is 37mm above Malin Head datum.,,EPSG,2001-11-06,,1,1
-5402,Baltic to AIOC95 (1),transformation,5705,5734,AIOC95-Aze,1,2592,Vertical datum change for engineering surveying.,0,9616,,,Baltic datum is 26.3m above AIOC95 datum.,BP,EPSG,2006-10-13,2006.89,1,0
-5403,AIOC95 to Caspian (1),transformation,5734,5706,AIOC95-Aze,1,2592,Vertical datum change for hydrographic charting.,0,9616,,,AIOC95 datum is 1.7m above Caspian datum.,BP,EPSG,2006-10-13,2006.89,1,0
-5404,Baltic to Black Sea (1),transformation,5705,5735,Black Sea,1,1102,Vertical datum change.,0,9616,,,Baltic datum is 0.4m above Black Sea datum.,BP,EPSG,2006-10-13,2006.89,1,0
-5405,Hong Kong Principal height to Hong Kong Chart depth (1),transformation,5738,5739,SMO-HK,1,1118,Vertical datum change for hydrographic charting.,0,9616,,,HKPD is 0.146m above chart datum.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2006-10-13,2006.89,1,0
-5406,Belfast to Malin Head (1),transformation,5732,5731,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey.,0.01,9616,,,Belfast datum is 37mm below Malin Head datum.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2006-10-13,2006.89,1,0
-5407,Poolbeg to Malin Head (1),transformation,5754,5731,OSI-Ire,1,1305,Vertical datum change for topographic mapping and engineering survey. Accuracy 0.1m.,0.1,9616,,,Poolbeg datum is 2.7m below Malin Head datum. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2006-10-13,2006.89,1,0
-5408,Poolbeg to Belfast (1),transformation,5754,5732,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey. Accuracy 0.1m.,0.1,9616,,,Poolbeg datum is 2.7m below Belfast datum. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2006-10-13,2006.89,1,0
-5409,NGVD29 to NAVD88 (1),transformation,5702,5703,NGS-US Conus W,1,2950,Accuracy 2cm,0.02,9658,,,"Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).","National Geodetic Survey, www.ngs.noaa.gov",EPSG,2004-04-27,,1,0
-5410,NGVD29 to NAVD88 (2),transformation,5702,5703,NGS-US Conus C,2,2949,Accuracy 2cm,0.02,9658,,,"Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).","National Geodetic Survey, www.ngs.noaa.gov",EPSG,2004-04-27,,1,0
-5411,NGVD29 to NAVD88 (3),transformation,5702,5703,NGS-US Conus E,3,2948,Accuracy 2cm,0.02,9658,,,"Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).","National Geodetic Survey, www.ngs.noaa.gov",EPSG,2004-04-27,,1,0
-5412,KOC CD to Kuwait PWD (1),transformation,5790,5788,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Construction datum is 0.49m below PWD datum.,KOC,EPSG,2006-10-13,2006.89,1,0
-5413,KOC CD to KOC WD (1),transformation,5790,5789,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Construction datum is 4.74m (15.55ft) below well datum.,KOC,EPSG,2006-10-13,2006.89,1,0
-5414,KOC WD to Kuwait PWD (1),transformation,5789,5788,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Well datum is 4.25m above PWD datum.,KOC,EPSG,2006-10-13,2006.89,1,0
-5415,GHA to EVRF2000 (1),transformation,5778,5730,EuG-Aut,1,1037,Vertical datum change.,0.1,9657,,,"Determined at 114 points. RMS residual 0.031m, maximum residual 0.061m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-21,2005.18,1,0
-5416,Baltic 1982 to EVRF2000 (1),transformation,5786,5730,EuG-Bgr,1,1056,Vertical datum change.,0.1,9657,,,"Determined at 36 points. RMS residual 0.002m, maximum residual 0.006m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-25,2005.18,1,0
-5417,DNN to EVRF2000 (1),transformation,5733,5730,EuG-Den,1,1080,Vertical datum change.,0.1,9657,,,"Determined at 707 points. RMS residual 0.003m, maximum residual 0.009m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-06-16,,1,0
-5418,Baltic to EVRF2000 (1),transformation,5705,5730,EuG-Est,1,1090,Vertical datum change.,0.1,9657,,,"Determined at 36 points. RMS residual 0.003m, maximum residual 0.005m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-06-16,,1,0
-5419,NGF IGN69 to EVRF2000 (1),transformation,5720,5730,EuG-Fra,1,1326,Vertical datum change.,0.1,9616,,,"Determined at 8 points. RMS residual 0.005m, maximum residual 0.010m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5420,DHHN92 to EVRF2000 (1),transformation,5783,5730,EuG-Deu,1,3339,Vertical datum change.,0.1,9657,,,"Determined at 443 points. RMS residual 0.002m, maximum residual 0.007m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5421,DHHN85 to EVRF2000 (1),transformation,5784,5730,EuG-Deu W,1,2326,Vertical datum change.,0.1,9657,,,"Determined at 363 points. RMS residual 0.004m, maximum residual 0.026m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-06-16,,1,0
-5422,SNN76 to EVRF2000 (1),transformation,5785,5730,EuG-Deu E,1,1343,Vertical datum change.,0.1,9657,,,"Determined at 73 points. RMS residual 0.004m, maximum residual 0.011m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5423,Newlyn to EVRF2000 (1),transformation,5778,5730,EuG-Gbr,1,2792,Vertical datum change.,0.1,9657,,,"Determined at 5 points. RMS residual 0.019m, maximum residual 0.022m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-06-16,,1,1
-5424,EOMA 1980 to EVRF2000 (1),transformation,5787,5730,EuG-Hun,1,1119,Vertical datum change.,0.1,9657,,,Determined at 35 points. RMS residual 0.003m.,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5425,NAP to EVRF2000 (1),transformation,5709,5730,EuG-Nld,1,1275,Vertical datum change.,0.1,9616,,,"Determined at 757 points. RMS residual 0.002m, maximum residual 0.021m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5426,NN54 to EVRF2000 (1),transformation,5776,5730,EuG-Nor,1,1352,Vertical datum change.,0.1,9657,,,"Determined at 117 points. RMS residual 0.037m, maximum residual 0.076m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5427,Cascais to EVRF2000 (1),transformation,5780,5730,EuG-Prt,1,1294,Vertical datum change.,0.1,9616,,,"Determined at 5 points. RMS residual 0.013m, maximum residual 0.021m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-06-16,,1,0
-5428,NVN99 to EVRF2000 (1),transformation,5779,5730,EuG-Svn,1,1212,Vertical datum change.,0.1,9657,,,"Determined at 9 points. RMS residual 0.003m, maximum residual 0.004m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5429,Alicante to EVRF2000 (1),transformation,5782,5730,EuG-Esp,1,2366,Vertical datum change.,0.1,9657,,,Determined at 70 points. RMS residual 0.010m.,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5430,RH70 to EVRF2000 (1),transformation,5718,5730,EuG-Swe,1,1225,Vertical datum change.,0.1,9657,,,"Determined at 21 points. RMS residual 0.011m, maximum residual 0.023m","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-06-16,,1,0
-5431,LN02 to EVRF2000 (1),transformation,5728,5730,EuG-Che,1,1286,Vertical datum change.,0.1,9657,,,"Determined at 225 points. RMS residual 0.033m, maximum residual 0.094m","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5432,N60 to EVRF2000 (1),transformation,5717,5730,EuG-Fin,1,1095,Vertical datum change.,0.1,9616,,,"Determined at 66 points. RMS residual 0.003m, maximum residual 0.009m","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,,1,0
-5433,Newlyn to EVRF2000 (1),transformation,5701,5730,EuG-Gbr,1,2792,Vertical datum change.,0.1,9657,,,"Determined at 5 points. RMS residual 0.019m, maximum residual 0.022m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,,1,0
-5434,Baltic to EVRF2000 (2),transformation,5705,5730,EuG-Ltu,2,1145,Vertical datum change.,0.1,9657,,,"Determined at 46 points. RMS residual 0.002m, maximum residual 0.003m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,,1,0
-5435,Baltic to EVRF2000 (3),transformation,5705,5730,EuG-Svk,3,1211,Vertical datum change.,0.1,9657,,,"Determined at 3 points. RMS residual 0.002m, maximum residual 0.001m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2006-02-03,2005.89,1,0
-8046,ED50 to WGS 84 (14),concatenated operation,4230,4326,5Nat-NSea90,14,2330,Primarily oil industry usage.,,,,,"1990 agreement between Denmark, Germany, Great Britain, Netherlands and Norway. Supersedes 1981 6-nations agreement between ED50 and WGS72 or WGS72BE. Only actively used offshore Norway but see ED50 to WGS 84 (24) (code 1613) for simpler transformation.","Norwegian Mapping Authority publication 1990:1 ""The transformation between ED50 and WGS84 for exploration purposes in the North Sea"".",EPSG,1996-10-18,,1,1
-8047,ED50 to WGS 84 (15),concatenated operation,4230,4326,NMA-Nor N65 1991,15,2331,Oil exploration before 2001.,,,,,"Replaced by codes 8569 and 1612 in 1997 and 2001.
-The concatenation of transformations 1147 and 1146 gives the following position vector tfm: dX=-84.491 dY=-100.559 dZ=-114.209 metres rX= -2.4006 rY=-0.5367 rZ=-2.3742 microradians dS=+0.2947 ppm.","Statenskartverk note of January 1991 ""Om transformasjon mellom geodetiske datum i Norge"".",EPSG,2007-03-22,2007.043,1,0
-8094,NTF (Paris) to WGS 84 (1),concatenated operation,4807,4326,EPSG-Fra,1,1096,?,,,,,,EPSG,EPSG,1996-10-18,,1,0
-8174,Bogota 1975 (Bogota) to WGS 84 (1),concatenated operation,4802,4326,DMA-Col,1,1070,"For military purposes. Accuracy 6m, 5m and 6m in X, Y and Z axes.",,,,,,EPSG,EPSG,1997-04-11,,1,0
-8175,Monte Mario (Rome) to WGS 84 (1),concatenated operation,4806,4326,EPSG-Ita,1,2339,For military purposes. Accuracy 25m in each axis.,,,,,,EPSG,EPSG,1997-04-11,,1,0
-8176,Tananarive (Paris) to WGS 84 (1),concatenated operation,4810,4326,EPSG-Mdg,1,1149,For military purposes. Accuracy not available.,,,,,,EPSG,EPSG,1997-04-11,,1,0
-8178,Batavia (Jakarta) to WGS 84 (1),concatenated operation,4813,4326,EPSG-Idn Sumatra,1,1355,For military purposes. Accuracy 3m in each axis.,,,,,,EPSG,EPSG,1997-04-11,,1,0
-8183,HD72 to WGS 84 (1),concatenated operation,4237,4326,EPSG-Hun,1,1119,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,EPSG,EPSG,1997-07-22,,1,1
-8186,NTF (Paris) to ED50 (1),concatenated operation,4807,4230,EPSG-Fra,1,1096,?,,,,,,EPSG,EPSG,1997-11-13,,1,0
-8188,NTF (Paris) to WGS 72 (1),concatenated operation,4807,4322,EPSG-Fra,1,1096,?,,,,,,EPSG,EPSG,1997-11-13,,1,0
-8190,AGD66 to WGS 84 (2),concatenated operation,4202,4326,EPSG-Aus 5m,2,2575,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. 0.1m accuracy.,EPSG,EPSG,1998-12-16,98.50,1,1
-8192,AGD84 to WGS 84 (3),concatenated operation,4203,4326,EPSG-Aus 5m,3,2575,5m accuracy. Approximation assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,1998-12-16,98.50,1,1
-8194,AGD84 to WGS 84 (4),concatenated operation,4203,4326,EPSG-Aus 1m,4,2575,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,1998-12-16,98.50,1,1
-8195,RT90 to WGS 84 (1),concatenated operation,4124,4326,EPSG-Swe,1,1225,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,EPSG,EPSG,1999-04-22,99.11,1,1
-8199,Pulkovo 1942 to WGS 84 (2),concatenated operation,4284,4326,EPSG-Ltu,2,1145,Approximation at the +/- 1m level assuming that LKS94(ETRS89) is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that LKS94(ETRS89) is equivalent to WGS 84.,EPSG,EPSG,1998-03-12,,1,1
-8211,Voirol 1875 (Paris) to WGS 84 (1),concatenated operation,4811,4326,EPSG-Dza N,1,2347,Oil exploration.,,,,,,EPSG,EPSG,1998-03-12,,1,0
-8215,Tete to WGS 84 (1),concatenated operation,4127,4326,EPSG-Moz,1,1167,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,EPSG,EPSG,1998-04-16,,1,1
-8217,Tete to WGS 84 (2),concatenated operation,4127,4326,EPSG-Moz A,2,2350,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,EPSG,EPSG,1998-04-16,,1,1
-8219,Tete to WGS 84 (3),concatenated operation,4127,4326,EPSG-Moz B,3,2351,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,EPSG,EPSG,1998-04-16,,1,1
-8221,Tete to WGS 84 (4),concatenated operation,4127,4326,EPSG-Moz C,4,2352,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,EPSG,EPSG,1998-04-16,,1,1
-8223,Tete to WGS 84 (5),concatenated operation,4127,4326,EPSG-Moz D,5,2353,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,EPSG,EPSG,1998-04-16,,1,1
-8234,DHDN to WGS 84 (1),concatenated operation,4314,4326,EPSG-Deu W,1,2326,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,EPSG,EPSG,1998-06-30,,1,1
-8236,Pulkovo 1942 to WGS 84 (11),concatenated operation,4284,4326,EPSG-Deu E,11,1343,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,EPSG,EPSG,1998-06-30,,1,1
-8241,Madrid 1870 (Madrid) to WGS 84 (1),concatenated operation,4903,4326,EPSG-Esp,1,1217,?,,,,,,See individual transformations.,EPSG,1998-11-11,,1,0
-8243,NAD27 to WGS 84 (25),concatenated operation,4267,4326,EPSG-Can old,25,1061,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27 to WGS 84 (27) (code 8404) in Quebec and NAD27 to WGS 84 (26) (code 8245) elsewhere in Canada.,EPSG,EPSG,1998-11-11,,1,1
-8245,NAD27 to WGS 84 (26),concatenated operation,4267,4326,EPSG-Can,26,1061,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1998-11-11,,1,1
-8263,MGI (Ferro) to WGS 84 (1),concatenated operation,4805,4326,DMA-balk,1,2370,For military purposes only.,,,,,Accuracy estimate is not available.,EPSG,EPSG,1998-12-12,,1,0
-8386,Old Hawaiian to WGS 84 (1),concatenated operation,4135,4326,EPSG-Usa Hi,1,1334,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24,,1,1
-8388,St. Lawrence Island to WGS 84 (1),concatenated operation,4136,4326,EPSG-Usa AK StL,1,1332,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24,,1,1
-8390,St. Paul Island to WGS 84 (1),concatenated operation,4137,4326,EPSG-Usa AK StP,1,1333,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24,,1,1
-8392,St. George Island to WGS 84 (1),concatenated operation,4138,4326,EPSG-Usa AK StG,1,1331,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24,,1,1
-8394,NAD27(CGQ77) to WGS 84 (1),concatenated operation,4609,4326,EPSG-Can Qc NT1,1,1368,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27(CGQ77) to WGS 84 (2) (code 8564).,EPSG,EPSG,1999-05-24,,1,1
-8396,AGD66 to WGS 84 (3),concatenated operation,4202,4326,EPSG-Aus ACT 1m,3,2283,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (11) (code 8581).,EPSG,EPSG,1999-05-24,,1,1
-8398,AGD66 to WGS 84 (4),concatenated operation,4202,4326,EPSG-Aus Tas 1m,4,1282,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (9) (code 8576).,EPSG,EPSG,1999-05-24,,1,1
-8400,AGD66 to WGS 84 (5),concatenated operation,4202,4326,EPSG-Aus NSW Vic 1m,5,2286,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24,,1,1
-8402,Puerto Rico to WGS 84 (1),concatenated operation,4139,4326,EPSG-PRVI,1,1335,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24,,1,1
-8404,NAD27 to WGS 84 (27),concatenated operation,4267,4326,EPSG-Can QC,27,1368,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27 to WGS 84 (31) (code 8565).,EPSG,EPSG,1999-05-24,,1,1
-8406,NAD27(76) to WGS 84 (1),concatenated operation,4608,4326,EPSG-Can On,1,1367,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,EPSG,EPSG,1999-05-24,,1,1
-8408,AGD66 to WGS 84 (6),concatenated operation,4202,4326,EPSG-Aus Vic 0.1m,6,2285,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (11) (code 8578).,EPSG,EPSG,1999-05-24,,1,1
-8418,ATS77 to WGS 84 (1),concatenated operation,4122,4326,EPSG-Can NB,1,1447,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,EPSG,EPSG,1999-10-20,,1,1
-8419,ATS77 to WGS 84 (2),concatenated operation,4122,4326,EPSG-Can PEI,2,1533,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,EPSG,EPSG,2000-10-19,,1,1
-8420,NAD27 to WGS 84 (32),concatenated operation,4267,4326,SK PMC-Can SK,32,2375,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2000-10-19,,1,1
-8421,NAD83 to WGS 84 (7),concatenated operation,4269,4326,SK PMC-Can SK,7,2375,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,EPSG,2000-10-19,,1,1
-8422,NAD83 to WGS 84 (8),concatenated operation,4269,4326,Alb Env-Can AB,8,2376,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,"The gridded difference file AB_CSRS.DAC in STEP 1 will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham at gov.ab.ca,EPSG,2000-10-19,,1,1
-8453,AGD66 to WGS 84 (7),concatenated operation,4202,4326,EPSG-Aus Tas 0.1m,7,1282,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,1999-10-20,,1,1
-8454,AGD66 to WGS 84 (8),concatenated operation,4202,4326,EPSG-Aus NT 0.1m,8,2284,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,1999-10-20,,1,1
-8457,CH1903+ to WGS 84 (1),concatenated operation,4150,4326,EPSG-CH,1,1286,Approximation at the +/- 1m level assuming that CHTRF95 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that CHTRF95 is equivalent to WGS 84.,EPSG,EPSG,1999-10-20,,1,1
-8460,NAD27 to NAD83(HARN) (1),concatenated operation,4267,4152,NGS-Usa AL,1,1372,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8590.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8461,NAD27 to NAD83(HARN) (2),concatenated operation,4267,4152,NGS-Usa AZ,2,1373,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8591.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8462,NAD27 to NAD83(HARN) (3),concatenated operation,4267,4152,NGS-Usa CA n,3,2297,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8593.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8463,NAD27 to NAD83(HARN) (4),concatenated operation,4267,4152,NGS-Usa CA s,4,2298,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8594.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8464,NAD27 to NAD83(HARN) (5),concatenated operation,4267,4152,NGS-Usa CO,5,1376,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8595.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8465,NAD27 to NAD83(HARN) (6),concatenated operation,4267,4152,NGS-Usa GA,6,1380,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8597.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8466,NAD27 to NAD83(HARN) (7),concatenated operation,4267,4152,NGS-Usa FL,7,1379,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8596.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8467,NAD27 to NAD83(HARN) (8),concatenated operation,4267,4152,NGS-Usa ID MT e,8,2382,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8611.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8468,NAD27 to NAD83(HARN) (9),concatenated operation,4267,4152,NGS-Usa ID MT w,9,2383,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8612.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8469,NAD27 to NAD83(HARN) (10),concatenated operation,4267,4152,NGS-Usa KY,10,1386,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8602.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8470,NAD27 to NAD83(HARN) (11),concatenated operation,4267,4152,NGS-Usa LA,11,1387,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8603.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8471,NAD27 to NAD83(HARN) (12),concatenated operation,4267,4152,NGS-Usa DE MD,12,2377,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8605.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8472,NAD27 to NAD83(HARN) (13),concatenated operation,4267,4152,NGS-Usa ME,13,1388,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8604.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8473,NAD27 to NAD83(HARN) (14),concatenated operation,4267,4152,NGS-Usa MI,14,1391,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8607.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8474,NAD27 to NAD83(HARN) (15),concatenated operation,4267,4152,NGS-Usa MS,15,1393,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8609.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8475,NAD27 to NAD83(HARN) (16),concatenated operation,4267,4152,NGS-Usa NE,16,1396,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8613.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8476,NAD27 to NAD83(HARN) (17),concatenated operation,4267,4152,NGS-Usa NewEng,17,2378,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8606.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8477,NAD27 to NAD83(HARN) (18),concatenated operation,4267,4152,NGS-Usa NM,18,1400,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8616.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8478,NAD27 to NAD83(HARN) (19),concatenated operation,4267,4152,NGS-Usa NY,19,1401,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8617.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8479,NAD27 to NAD83(HARN) (20),concatenated operation,4267,4152,NGS-Usa ND,20,1403,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8618.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8480,NAD27 to NAD83(HARN) (21),concatenated operation,4267,4152,NGS-Usa OK,21,1405,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8620.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8481,Puerto Rico to NAD83(HARN) (1),concatenated operation,4139,4152,NGS-PRVI,1,1335,Accuracy 0.1m at 67% confidence level.,,,,,May be taken as approximate transformation Puerto Rico to WGS 84 - see code 8583.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8482,NAD27 to NAD83(HARN) (22),concatenated operation,4267,4152,NGS-Usa SD,22,1410,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8622.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8483,NAD27 to NAD83(HARN) (23),concatenated operation,4267,4152,NGS-Usa TN,23,1411,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8623.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8484,NAD27 to NAD83(HARN) (24),concatenated operation,4267,4152,NGS-Usa TX e,24,2379,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8624.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8485,NAD27 to NAD83(HARN) (25),concatenated operation,4267,4152,NGS-Usa TX w,25,2380,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8625.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8486,NAD27 to NAD83(HARN) (26),concatenated operation,4267,4152,NGS-Usa VA,26,1415,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8627.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8487,NAD27 to NAD83(HARN) (27),concatenated operation,4267,4152,NGS-Usa OR WA,27,2381,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8621.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8488,NAD27 to NAD83(HARN) (28),concatenated operation,4267,4152,NGS-Usa WI,28,1418,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8629.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8489,NAD27 to NAD83(HARN) (29),concatenated operation,4267,4152,NGS-Usa WY,29,1419,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8630.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8496,NAD27 to WGS 84 (28),concatenated operation,4267,4326,NGS-Usa conus,28,2374,Geodetic survey.,,,,,,Both transformations from US National Geodetic Survey.,EPSG,1999-10-20,,1,1
-8497,NAD27 to WGS 84 (29),concatenated operation,4267,4326,NGS-Usa AK,29,2373,Geodetic survey.,,,,,,Both transformations from US National Geodetic Survey.,EPSG,1999-10-20,,1,1
-8508,Old Hawaiian to NAD83(HARN) (1),concatenated operation,4135,4152,NGS-Usa HI,1,1334,Assumes NAD83 is coincident with NAD83(HARN). Accuracy about 1m.,,,,,"Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs Old Hawaiian (code 4135), NAD83 (code 4269) and NAD83(HARN) have longitudes positive east. May be taken as approximate transformation Old Hawaiin to WGS 84 - see code 8582.",US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06,,1,0
-8509,NAD27 to NAD83(HARN) (30),concatenated operation,4267,4152,NGS-Usa IN,30,1383,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8599.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06,,1,0
-8510,NAD27 to NAD83(HARN) (31),concatenated operation,4267,4152,NGS-Usa KS,31,1385,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8601.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06,,1,0
-8511,NAD27 to NAD83(HARN) (32),concatenated operation,4267,4152,NGS-Usa NV,32,1397,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8614.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06,,1,0
-8512,NAD27 to NAD83(HARN) (33),concatenated operation,4267,4152,NGS-Usa OH,33,1404,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8619.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06,,1,0
-8513,NAD27 to NAD83(HARN) (34),concatenated operation,4267,4152,NGS-Usa UT,34,1413,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8626.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06,,1,0
-8514,NAD27 to NAD83(HARN) (35),concatenated operation,4267,4152,NGS-Usa WV,35,1417,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8628.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06,,1,0
-8517,Chos Malal 1914 to WGS 84 (1),concatenated operation,4160,4326,TOT-Arg Neu,1,2325,Oil exploration,,,,,May be implemented using a single step geocentric translations of dx=+5.5m dY=+176.7m dZ=+141.4m.,Total-Fina,EPSG,2000-03-07,,1,0
-8530,South Yemen to WGS 84 (1),concatenated operation,4164,4326,IGN-Yem South,1,1340,Approximation at the +/- 1m level assuming that NGN96 is equivalent to WGS 84.,,,,,May be implemented as a single transformation using geocentric translations transformation method with parameter values dX=-76m dY=-138m dZ=+67m.,IGN Paris,EPSG,2000-03-07,,1,1
-8532,Indian 1960 to WGS 84 (1),concatenated operation,4131,4326,PV-Vnm,1,1495,Oil exploration.,,,,,May be implemented as a single transformation using position vector 7-parameter geocentric transformation method with parameter values dX=+199m dY=+931m dZ=+318.9m rX=rY=0 sec rZ=+0.814 sec dS=-0.38 ppm.,Various oil company sources.,EPSG,2000-03-07,,1,0
-8537,Egypt 1907 to WGS 84 (2),concatenated operation,4229,4326,MCE-Egy,2,1086,Oil exploration.,,,,,Used by Shell. May be implemented as a single transformation using position vector 7-parameter geocentric transformation method with parameter values dX=-121.8m dY=+98.1m dZ=-10.7m rX=rY=0 sec rZ=+0.554 sec dS=+0.2263 ppm.,Maridive,EPSG,2000-03-07,,1,0
-8553,NAD27 to NAD83(HARN) (36),concatenated operation,4267,4152,NGS-Usa IL,36,1382,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8598.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06,,1,0
-8554,NAD27 to NAD83(HARN) (37),concatenated operation,4267,4152,NGS-Usa NJ,37,1399,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8615.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06,,1,0
-8560,AGD84 to WGS 84 (5),concatenated operation,4203,4326,EPSG-Aus WA,5,1280,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD84 to WGS 84 (6) (code 8579).,EPSG,EPSG,2000-06-10,,1,1
-8562,Nord Sahara 1959 to WGS 84 (3),concatenated operation,4307,4326,CGG-Alg HM,3,2393,Oil exploration.,,,,,Derived at IGN monument CFP19 using Transit. Can be implemented as a single 7-param Position Vector transformation with parameter values of dX=-156m dY=-87.2m dZ=+287.8m; rX=rY=0 rZ=+0.814sec; dS=-0.38ppm.,,EPSG,2000-06-23,,1,0
-8563,NZGD49 to WGS 84 (3),concatenated operation,4272,4326,OSG-Nzl 1m,3,1175,Assumes WGS 84 is coincident with NZGD2000. Accuracy about 1m.,,,,,Assumes WGS 84 is coincident with NZGD2000. Accuracy about 1m.,EPSG,EPSG,2000-10-19,,1,1
-8564,NAD27(CGQ77) to WGS 84 (2),concatenated operation,4609,4326,EPSG-Can Qc NT2,2,1368,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,,EPSG,EPSG,2000-10-19,,1,1
-8565,NAD27 to WGS 84 (31),concatenated operation,4267,4326,EPSG-Can Que,31,1368,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,,EPSG,EPSG,2000-10-19,,1,1
-8566,NAD83 to WGS 84 (6),concatenated operation,4269,4326,EPSG-Can Qc,6,1368,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,,EPSG,EPSG,2000-10-19,,1,1
-8567,OSGB36 / National Grid to WGS 84 (1),concatenated operation,27700,4326,EPSG-Gbr,1,1264,Assumes ETRS89 is coincident with WGS 84. Accuracy about 0.5m.,,,,,Assumes ETRF89 is coincident with WGS 84. Accuracy about 0.5m.,EPSG,EPSG,2000-10-19,,1,1
-8568,Deir ez Zor to WGS 84 (1),concatenated operation,4227,4326,EPSG-Syr,1,2329,Oil exploration,,,,,"Can be implemented as a position vector tfm with param. values dX=-174.6 dY=-3.1 dZ=238.1m; rX=rY=0 rZ=0.814""; dS=-0.38 ppm.",EPSG,EPSG,2000-10-19,,1,0
-8569,ED50 to WGS 84 (21),concatenated operation,4230,4326,EPSG-Nor N65 1997,21,2332,Oil exploration before 1997/2001.,,,,,Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Replaced by ED50 to WGS 84 (23) (code 1612) in April 2001.,EPSG guidance note #10.,EPSG,2007-03-22,2001.224 2007.043,1,0
-8570,ED50 to ETRS89 (2),concatenated operation,4230,4258,5Nat-NSea98,2,2330,Offshore.,,,,,Taken from ED50 to WGS 84 (14) (code 8046). In 1998 agreed that within the accuracy of that transformation WGS 84 equates to ETRS89 and the transformation would relate ED50 to ETRS89.,Statens Kartverk.,EPSG,2001-06-05,2000.72 2001.06,1,1
-8571,Accra to WGS 84 (2),concatenated operation,4168,4326,EPSG-Gha,2,1505,Oil industry.,,,,,"Can be implemented as a position vector tfm with param. values dX=-171.16 dY=17.29 dZ=325.21m; rX=rY=0 rZ=0.814""; dS=-0.38 ppm. Found in use within oil industry erroneously concatenated as dX=-171.16 dY=17.29 dZ=327.81m; rX=rY0 rZ=0.554"" dS=0.2263 ppm.",EPSG,EPSG,2000-10-19,,1,0
-8572,Amersfoort to WGS 84 (2),concatenated operation,4289,4326,EPSG-Nld,2,1275,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Parameter values for step 1 from Amersfoort to ETRS89 (2) (code 1751). Step 2 assumes that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes Amersfoort to WGS 84 (1) (code 1112).,EPSG,EPSG,2000-10-19,,1,1
-8573,RGF93 to WGS 84 (1),concatenated operation,4171,4326,EPSG-Fra,1,1096,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,,EPSG,EPSG,2000-10-19,,1,1
-8574,American Samoa 1962 to WGS 84 (2),concatenated operation,4169,4326,EPSG-Asm,2,2288,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84.",,,,,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARNS) can be considered to be coincident with WGS 84.",EPSG,EPSG,2000-10-19,,1,1
-8575,American Samoa 1962 to WGS 84 (3),concatenated operation,4169,4326,EPSG-Asm,3,2289,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84.",,,,,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARNS) can be considered to be coincident with WGS 84.",EPSG,EPSG,2000-10-19,,1,1
-8576,AGD66 to WGS 84 (9),concatenated operation,4202,4326,EPSG-Aus Tas 1m,9,1282,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD66 to WGS 84 (4) (code 8398).,EPSG,EPSG,2000-10-19,,1,1
-8577,AGD66 to WGS 84 (10),concatenated operation,4202,4326,EPSG-Aus NT,10,2284,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,EPSG,EPSG,2000-10-19,,1,1
-8578,AGD66 to WGS 84 (11),concatenated operation,4202,4326,EPSG-Aus,11,2287,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD66 to WGS 84 (3) (code 8396) and AGD66 to WGS 84 (6) (code 8408).,EPSG,EPSG,2000-10-19,,1,1
-8579,AGD84 to WGS 84 (6),concatenated operation,4203,4326,EPSG-Aus WA,6,1280,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD84 to WGS 84 (5) (code 8560).,EPSG,EPSG,2000-10-19,,1,1
-8580,IRENET95 to WGS 84 (1),concatenated operation,4173,4326,OSI-Ire,1,1305,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,EPSG,EPSG,2000-10-19,,1,1
-8581,PSD93 to WGS 84 (2),concatenated operation,4134,4326,PDO-Omn 93,2,1183,Oil exploration.,,,,,"Replaced by PSD93 to WGS 84 (1) (code 1439) in 1997. Can be implemented as a position vector tfm with parameter values dX= -182.046 dY= -225.604 dZ=+173.384m rX= -0.616 rY= -1.655 rZ=+8.378"" dS=16.8673ppm.",Petroleum Development Oman,EPSG,2007-03-22,2007.043,1,0
-8582,Old Hawaiian to WGS 84 (2),concatenated operation,4135,4326,EPSG-Usa Hi,2,1334,Approximation at the +/- 1m level.,,,,,Transformation steps are from Old Hawaiian to NAD83(HARN) (1) (code 8508) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8583,Puerto Rico to WGS 84 (2),concatenated operation,4139,4326,EPSG-PRVI,2,1335,Approximation at the +/- 1m level.,,,,,Transformation steps are from Puerto Rico to NAD83(HARN) (1) (code 8481) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-01-18,2002.02,1,0
-8584,NAD27 to NAD83(CSRS98) (3),concatenated operation,4267,4140,EPSG-Can AB,3,2376,Accuracy 1-2 metres.,,,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 8585.,EPSG,EPSG,2001-08-15,,1,1
-8585,NAD27 to WGS 84 (36),concatenated operation,4267,4326,EPSG-Can AB,36,2376,Approximation at the +/- 1m level.,,,,,Steps based on concatenated transformation NAD27 to NAD83(CSRS) (3) (code 8635) assuming that NAD83(CSRS) is equivalent to WGS 84.,EPSG,EPSG,2002-07-13,2002.41,1,0
-8586,NAD27 to NAD83(HARN) (38),concatenated operation,4267,4152,NGS-Usa AR,38,1374,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8592.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15,,1,0
-8587,NAD27 to NAD83(HARN) (39),concatenated operation,4267,4152,NGS-Usa IA,39,1384,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8600.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15,,1,0
-8588,NAD27 to NAD83(HARN) (40),concatenated operation,4267,4152,NGS-Usa MN,40,1392,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8608.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15,,1,0
-8589,NAD27 to NAD83(HARN) (41),concatenated operation,4267,4152,NGS-Usa MO,41,1394,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8610.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2001-08-15,,1,0
-8590,NAD27 to WGS 84 (37),concatenated operation,4267,4326,EPSG-Usa AL,37,1372,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (1) (code 8460) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-12-28,2004.74,1,0
-8591,NAD27 to WGS 84 (38),concatenated operation,4267,4326,EPSG-Usa AZ,38,1373,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (2) (code 8461) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8592,NAD27 to WGS 84 (39),concatenated operation,4267,4326,EPSG-Usa AR,39,1374,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (38) (code 8586) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8593,NAD27 to WGS 84 (40),concatenated operation,4267,4326,EPSG-Usa CA n,40,2297,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (3) (code 8462) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8594,NAD27 to WGS 84 (41),concatenated operation,4267,4326,EPSG-Usa CA s,41,2298,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (4) (code 8463) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8595,NAD27 to WGS 84 (42),concatenated operation,4267,4326,EPSG-Usa CO,42,1376,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (5) (code 8464) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8596,NAD27 to WGS 84 (43),concatenated operation,4267,4326,EPSG-Usa FL,43,1379,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (7) (code 8466) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8597,NAD27 to WGS 84 (44),concatenated operation,4267,4326,EPSG-Usa GA,44,1380,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (6) (code 8465) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8598,NAD27 to WGS 84 (45),concatenated operation,4267,4326,EPSG-Usa IL,45,1382,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (36) (code 8553) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8599,NAD27 to WGS 84 (46),concatenated operation,4267,4326,EPSG-Usa IN,46,1383,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (30) (code 8509) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8600,NAD27 to WGS 84 (47),concatenated operation,4267,4326,EPSG-Usa IA,47,1384,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (39) (code 8587) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8601,NAD27 to WGS 84 (48),concatenated operation,4267,4326,EPSG-Usa KS,48,1385,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (31) (code 8510) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8602,NAD27 to WGS 84 (49),concatenated operation,4267,4326,EPSG-Usa KY,49,1386,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (10) (code 8469) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8603,NAD27 to WGS 84 (50),concatenated operation,4267,4326,EPSG-Usa LA,50,1387,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (11) (code 8470) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8604,NAD27 to WGS 84 (51),concatenated operation,4267,4326,EPSG-Usa ME,51,1388,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (13) (code 8472) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8605,NAD27 to WGS 84 (52),concatenated operation,4267,4326,EPSG-Usa DE MD,52,2377,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (12) (code 8471) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8606,NAD27 to WGS 84 (53),concatenated operation,4267,4326,EPSG-Usa NewEng,53,2378,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (17) (code 8476) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8607,NAD27 to WGS 84 (54),concatenated operation,4267,4326,EPSG-Usa MI,54,1391,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (14) (code 8473) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8608,NAD27 to WGS 84 (55),concatenated operation,4267,4326,EPSG-Usa MN,55,1392,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (40) (code 8588) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8609,NAD27 to WGS 84 (56),concatenated operation,4267,4326,EPSG-Usa MS,56,1393,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (15) (code 8474) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8610,NAD27 to WGS 84 (57),concatenated operation,4267,4326,EPSG-Usa MO,57,1394,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (41) (code 8589) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8611,NAD27 to WGS 84 (58),concatenated operation,4267,4326,EPSG-Usa ID MT e,58,2382,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (8) (code 8467) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8612,NAD27 to WGS 84 (59),concatenated operation,4267,4326,EPSG-Usa ID MT w,59,2383,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (9) (code 8468) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8613,NAD27 to WGS 84 (60),concatenated operation,4267,4326,EPSG-Usa NE,60,1396,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (16) (code 8475) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8614,NAD27 to WGS 84 (61),concatenated operation,4267,4326,EPSG-Usa NV,61,1397,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (32) (code 8511) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8615,NAD27 to WGS 84 (62),concatenated operation,4267,4326,EPSG-Usa NJ,62,1399,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (37) (code 8554) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8616,NAD27 to WGS 84 (63),concatenated operation,4267,4326,EPSG-Usa NM,63,1400,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (18) (code 8477) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8617,NAD27 to WGS 84 (64),concatenated operation,4267,4326,EPSG-Usa NY,64,1401,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (19) (code 8478) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8618,NAD27 to WGS 84 (65),concatenated operation,4267,4326,EPSG-Usa ND,65,1403,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (20) (code 8479) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8619,NAD27 to WGS 84 (66),concatenated operation,4267,4326,EPSG-Usa OH,66,1404,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (33) (code 8512) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8620,NAD27 to WGS 84 (67),concatenated operation,4267,4326,EPSG-Usa OK,67,1405,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (21) (code 8480) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8621,NAD27 to WGS 84 (68),concatenated operation,4267,4326,EPSG-Usa OR WA,68,2381,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (27) (code 8487) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8622,NAD27 to WGS 84 (69),concatenated operation,4267,4326,EPSG-Usa SD,69,1410,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (22) (code 8482) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8623,NAD27 to WGS 84 (70),concatenated operation,4267,4326,EPSG-Usa TN,70,1411,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (23) (code 8483) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8624,NAD27 to WGS 84 (71),concatenated operation,4267,4326,EPSG-Usa TX e,71,2379,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (24) (code 8484) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8625,NAD27 to WGS 84 (72),concatenated operation,4267,4326,EPSG-Usa TX w,72,2380,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (25) (code 8485) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8626,NAD27 to WGS 84 (73),concatenated operation,4267,4326,EPSG-Usa UT,73,1413,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (34) (code 8513) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8627,NAD27 to WGS 84 (74),concatenated operation,4267,4326,EPSG-Usa VA,74,1415,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (26) (code 8486) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8628,NAD27 to WGS 84 (75),concatenated operation,4267,4326,EPSG-Usa WV,75,1417,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (35) (code 8514) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8629,NAD27 to WGS 84 (76),concatenated operation,4267,4326,EPSG-Usa WI,76,1418,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (28) (code 8488) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8630,NAD27 to WGS 84 (77),concatenated operation,4267,4326,EPSG-Usa WY,77,1419,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (29) (code 8489) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-8631,Garoua to WGS 84 (1),concatenated operation,4197,4326,EPSG-Cmr,1,2590,Oil industry.,,,,,,EPSG,EPSG,2002-02-12,,1,0
-8632,Kousseri to WGS 84 (1),concatenated operation,4198,4326,EPSG-Cmr,1,2591,Oil industry.,,,,,,EPSG,EPSG,2002-02-12,,1,0
-8633,Yoff to WGS 84 (1),concatenated operation,4310,4326,EPSG-SEN,1,1207,Military purposes.,,,,,"Derived via WGS72. Can be used as a single positon vector transformation with parameter vaues of dX = -37 m, dY = +157 m, dZ = +89.5 m, rX = rY = 0 sec, rZ = 0.554 sec, dS = 0.219 ppm",TotalFinaElf,EPSG,2002-06-22,,1,0
-8634,Beduaram to WGS 84 (1),concatenated operation,4213,4326,ELF-Ner SE,1,2771,Oil exploration.,,,,,"Derived via WGS72BE. Can be used as a single positon vector transformation with parameter vaues of dX = -101 m, dY = -111 m, dZ = +188.9 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm",TotalFinaElf,EPSG,2002-06-28,,1,0
-8635,NAD27 to NAD83(CSRS) (3),concatenated operation,4267,4617,EPSG-Can AB,3,2376,Accuracy 1-2 metres.,,,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 8585.,EPSG,EPSG,2002-07-13,,1,0
-8636,Carthage (Paris) to WGS 84 (1),concatenated operation,4816,4326,EPSG-Tun,1,1236,For military purposes.,,,,,,,EPSG,2002-09-19,,1,0
-8637,Lisbon (Lisbon) to WGS 84 (1),concatenated operation,4803,4326,EPSG-Prt,1,1294,For applications to an accuracy of 2 metres.,,,,,,EPSG,EPSG,2003-08-14,2003.234,1,0
-8638,Makassar (Jakarta) to WGS 84 (1),concatenated operation,4804,4326,EPSG - Idn Sul SW,1,1316,Oil exploration.,,,,,,,EPSG,2002-09-19,,1,0
-8639,NGO 1948 (Oslo) to WGS 84 (1),concatenated operation,4817,4326,EPSG-Nor,1,1182,For military purposes.,,,,,,,EPSG,2002-09-19,,1,0
-8640,Nord Sahara 1959 (Paris) to WGS 84 (1),concatenated operation,4819,4326,EPSG-Dza,1,1026,For military purposes.,,,,,,,EPSG,2002-09-19,,1,1
-8641,Segara (Jakarta) to WGS 84 (1),concatenated operation,4820,4326,EPSG-Idn Kal SW,1,1359,Accuracy estimate not available.,,,,,,,EPSG,2002-09-19,,1,0
-8642,S-JTSK (Ferro) to WGS 84 (1),concatenated operation,4818,4326,EPSG-Cze,1,1306,?,,,,,,,EPSG,2002-09-19,,1,0
-8643,Greek to WGS 84 (1),concatenated operation,4120,4326,EPSG-Grc,1,1106,5m accuracy,,,,,,EPSG,EPSG,2002-09-19,,1,0
-8644,Greek (Athens) to WGS 84 (1),concatenated operation,4815,4326,EPSG-Grc,1,1106,5m accuracy.,,,,,,EPSG,EPSG,2002-09-19,,1,0
-8645,MGI (Ferro) to WGS 84 (2),concatenated operation,4805,4326,BEV-Aut,2,1037,2m accuracy,,,,,,Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2002-09-19,,1,0
-8646,Manoca 1962 to WGS 84 (1),concatenated operation,4193,4326,OGP-Cmr,1,2555,Oil exploration,,,,,"Derived via WGS72BE. Can be used as a single positon vector transformation with parameter vaues of dX = -56.7 m, dY = -171.8 m, dZ = -40.6 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm",,EPSG,2002-11-18,,1,1
-8647,NAD27 to WGS 84 (78),concatenated operation,4267,4326,EPSG-Can E Off,78,2831,Oil industry operations.,,,,,,Various oil industry sources.,EPSG,2003-02-25,,1,0
-8648,Lisbon 1890 (Lisbon) to WGS 84 (1),concatenated operation,4904,4326,EPSG-Prt 5m,1,1294,Low accuracy applications.,,,,,,EPSG,EPSG,2003-08-14,,1,0
-8649,Lisbon 1890 (Lisbon) to WGS 84 (2),concatenated operation,4904,4326,EPSG-Prt 1m,2,1294,Medium accuracy applications.,,,,,,EPSG,EPSG,2003-08-14,,1,0
-8650,Palestine 1923 to WGS 84 (2),concatenated operation,4281,4326,SoI-Isr,2,1126,Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31 deg 15 min N).,,,,,"Can be implemented as a geocentric translation tfm with param. values dX = -229m, dY = -67m, dZ= +277m.",Survey of Israel.,EPSG,2004-04-14,,1,0
-8651,Vientiane 1982 to WGS 84 (1),concatenated operation,4676,4326,EPSG-Lao,1,1138,Accuracy: 5m.,,,,,"Can be implemented as a geocentric translation tfm with param. values dX = 42.358m, dY = -124.688m, dZ= -37.366m.",EPSG,EPSG,2004-04-27,,1,0
-8652,Lao 1993 to WGS 84 (1),concatenated operation,4677,4326,EPSG-Lao,1,1138,Accuracy: 5m.,,,,,"Can be implemented as a geocentric translation tfm with param. values dX = 43.933m, dY = -129.593m, dZ= -39.331m.",EPSG,EPSG,2004-04-27,,1,0
-8653,ED50 to WGS 84 (14),concatenated operation,4230,4326,5Nat-NSea90,14,2330,Primarily oil industry usage.,,,,,"1990 agreement between Denmark, Germany, Great Britain, Netherlands and Norway. Replaces 1981 6-nations agreement between ED50 and WGS72 or WGS72BE. Only actively used offshore Norway but see ED50 to WGS 84 (24) (code 1613) for simpler transformation.","Norwegian Mapping Authority publication 1990:1 ""The transformation between ED50 and WGS84 for exploration purposes in the North Sea"".",EPSG,2007-03-22,2007.043,1,0
-8654,ED50 to ETRS89 (2),concatenated operation,4230,4258,5Nat-NSea98,2,2330,Offshore.,,,,,Taken from ED50 to WGS 84 (14) (code 8046). In 1998 agreed that within the accuracy of that transformation WGS 84 equates to ETRS89 and the transformation would relate ED50 to ETRS89.,Statens Kartverk.,EPSG,2005-05-30,,1,0
-8655,Manoca 1962 to WGS 84 (2),concatenated operation,4193,4326,OGP-Cmr,2,2555,Oil exploration,,,,,"Derived via WGS 72BE. Can be implemented as a single positon vector transformation with parameter vaues of dX = -56.7 m, dY = -171.8 m, dZ = -38.7 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm.",OGP,OGP,2005-12-15,,1,0
-8656,Mhast (offshore) to WGS 84 (1),concatenated operation,4705,4326,OGP-Ago Cab,1,3180,Oil industry exploration and production between 1979 and 1987.,,,,,"Derived via WGS 72BE. Can be implemented as a single positon vector transformation with parameter vaues of dX = -255.0 m, dY = -29.0 m, dZ = -103.1 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm.",OGP,OGP,2006-01-06,,1,0
-8657,Egypt Gulf of Suez S-650 TL to WGS 84 (1),concatenated operation,4706,4326,OGP-Egy GoS,1,2341,Oil industry exploration and production between 1980 and 1984.,,,,,"Can be implemented as a single positon vector transformation with parameter vaues of dX = -123.0 m, dY = 98.0 m, dZ = 3.9 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm. Replaced by Egypt Gulf of Suez S-650 TL to WGS 84 (2) (tfm code 15846).",OGP,OGP,2007-03-22,2007.043,1,0
-8658,Pulkovo 1942 to WGS 84 (16),concatenated operation,4284,4326,OGP-Rus,1,1198,Accuracy ???,,,,,"Derived via PZ-90. Can be implemented as a single coordinate frame rotation transformation with parameter vaues of dX = 25.0 m, dY = -141.0 m, dZ = -78.5 m, rX = 0.0 sec, rY = -0.35 sec, rZ = -0.736 sec, dS = 0 ppm.",OGP,OGP,2006-02-03,,1,1
-8659,Kertau (RSO) to WGS 84 (1),concatenated operation,4751,4326,OGP-Mys,1,1309,For transformation of MRT68 RSO coordinates.,,,,,Step 1 is necessary to rescale the grid units before using step 2.,OGP,OGP,2006-07-24,,1,0
-10000,RGF93 to NGF IGN69 (1),transformation,4965,5720,IGN Fra,1,1326,Derivation of gravity-related heights from GPS observations.,0.5,9664,,,May be used for transformations from WGS 84 to NGF IGN69. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10001,ETRS89 to NGF IGN69 (1),transformation,4937,5720,IGN Fra,1,1326,Derivation of gravity-related heights from GPS observations.,0.5,9664,,,Parameter values taken from RGF93 to NGF IGN69 (1) (code 10000) assuming that RGF93 is equivalent to ETRS89 within the accuracy of the transformation. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10002,RGF93 to IGN78 Corsica (1),transformation,4965,5721,IGN Fra Cor,1,1327,Derivation of gravity-related heights from GPS observations.,0.5,9664,,,May be used for transformations from WGS 84 to IGN78 Corsica. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10003,ETRS89 to IGN78 Corsica (1),transformation,4937,5721,IGN Fra Cor,1,1327,Derivation of gravity-related heights from GPS observations.,0.5,9664,,,Parameter values taken from RGF93 to IGN78 Corsica (1) (code 10002) assuming that RGF93 is equivalent to ETRS89 within the accuracy of the transformation. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10004,RRAF 1991 to Martinique 1987 (1),transformation,4973,5756,IGN Mtq,1,1156,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1987. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10005,RRAF 1991 to Guadeloupe 1988 (1),transformation,4973,5757,IGN Glp GT,1,2892,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10006,RRAF 1991 to Guadeloupe 1988 (2),transformation,4973,5757,IGN Glp MG,2,2894,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10007,RRAF 1991 to Guadeloupe 1988 (3),transformation,4973,5757,IGN Glp LSt,3,2895,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10008,RRAF 1991 to Guadeloupe 1988 (4),transformation,4973,5757,IGN Glp Des,4,2893,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10009,RRAF 1991 to Guadeloupe 1988 (5),transformation,4973,5757,IGN Glp StB,5,2891,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10010,RRAF 1991 to Guadeloupe 1988 (6),transformation,4973,5757,IGN Glp StM,6,2890,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10011,RGFG95 to NGG1977 (1),transformation,4967,5755,IGN Guf,1,1097,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to NGG1977. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10012,RGR92 to Reunion 1989 (1),transformation,4971,5758,IGN Reu,1,1196,Derivation of gravity-related heights from GPS observations.,0.1,9664,,,May be used for transformations from WGS 84 to IGN 1989. Accuracy at each 0.02 deg x 0.02 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
-10013,NAD83 to NAVD88 (1),transformation,4269,5703,NGS-US Conus NW,1,2973,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",EPSG,2004-03-15,,1,0
-10014,NAD83 to NAVD88 (2),transformation,4269,5703,NGS-US Conus CNW,2,2974,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",EPSG,2004-03-15,,1,0
-10015,NAD83 to NAVD88 (3),transformation,4269,5703,NGS-US Conus CNE,3,2975,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",EPSG,2004-03-15,,1,0
-10016,NAD83 to NAVD88 (4),transformation,4269,5703,NGS-US Conus NE,4,2976,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",EPSG,2004-03-15,,1,0
-10017,NAD83 to NAVD88 (5),transformation,4269,5703,NGS-US Conus SW,5,2977,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",EPSG,2004-03-15,,1,0
-10018,NAD83 to NAVD88 (6),transformation,4269,5703,NGS-US Conus CSW,6,2979,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",EPSG,2004-03-15,,1,0
-10019,NAD83 to NAVD88 (7),transformation,4269,5703,NGS-US Conus CSE,7,2979,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",EPSG,2004-03-15,,1,0
-10020,NAD83 to NAVD88 (8),transformation,4269,5703,NGS-US Conus SE,8,2980,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",EPSG,2004-03-15,,1,0
-10021,ETRS89 to Newlyn (1),transformation,4937,5701,OS-UK Gbr,1,2792,Derivation of gravity-related heights from GPS observations.,0.02,9663,,,May be used for transformations from WGS 84 to Newlyn.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10022,ETRS89 to Belfast (1),transformation,4937,5732,OS-UK NI,1,2530,Derivation of gravity-related heights from GPS observations.,0.03,9663,,,May be used for transformations from WGS 84 to Belfast.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10023,ETRS89 to Douglas (1),transformation,4937,5750,OS-UK Man,1,2803,Derivation of gravity-related heights from GPS observations.,0.02,9663,,,May be used for transformations from WGS 84 to Douglas.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10024,ETRS89 to Fair Isle (1),transformation,4937,5741,OS-UK Fair,1,2794,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Fair Isle.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10025,ETRS89 to Flannan Isles (1),transformation,4937,5748,OS-UK Flan,1,2792,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Flannan Isles.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10026,ETRS89 to Foula (1),transformation,4937,5743,OS-UK Foula,1,2796,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Foula.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10027,ETRS89 to Lerwick (1),transformation,4937,5742,OS-UK Shet,1,2795,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Lerwick.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10028,ETRS89 to Malin Head (1),transformation,4937,5731,OS-Ire,1,1305,Derivation of gravity-related heights from GPS observations.,0.04,9663,,,May be used for transformations from WGS 84 to Malin Head.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10029,ETRS89 to Newlyn (Orkney Isles) (1),transformation,4937,5740,OS-UK Ork,1,2793,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Newlyn (Orkney Isles).,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10030,ETRS89 to North Rona (1),transformation,4937,5745,OS-UK Rona,1,2798,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to North Rona.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10031,ETRS89 to St. Kilda (1),transformation,4937,5747,OS-UK Kilda,1,2800,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to St. Kilda.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10032,ETRS89 to St. Marys (1),transformation,4937,5749,OS-UK Scilly,1,2802,Derivation of gravity-related heights from GPS observations.,0,9663,,,May be used for transformations from WGS 84 to St. Marys.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10033,ETRS89 to Stornoway (1),transformation,4937,5746,OS-UK Heb,1,2799,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Stornoway.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10034,ETRS89 to Sule Skerry (1),transformation,4937,5744,OS-UK Sule,1,2797,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Sule Skerry.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2004-04-27,,1,0
-10035,GDA94 to AHD (1),transformation,4939,5711,GA-Aus SC52,1,2899,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10036,GDA94 to AHD (2),transformation,4939,5711,GA-Aus SC53,2,2900,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10037,GDA94 to AHD (3),transformation,4939,5711,GA-Aus SC54,3,2901,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10038,GDA94 to AHD (4),transformation,4939,5711,GA-Aus SD51,4,2902,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10039,GDA94 to AHD (5),transformation,4939,5711,GA-Aus SD52,5,2903,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10040,GDA94 to AHD (6),transformation,4939,5711,GA-Aus SD53,6,2904,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10041,GDA94 to AHD (7),transformation,4939,5711,GA-Aus SD54,7,2905,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10042,GDA94 to AHD (8),transformation,4939,5711,GA-Aus SD55,8,2906,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10043,GDA94 to AHD (9),transformation,4939,5711,GA-Aus SE50,9,2907,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10044,GDA94 to AHD (10),transformation,4939,5711,GA-Aus SE51,10,2908,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10045,GDA94 to AHD (11),transformation,4939,5711,GA-Aus SE52,11,2909,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10046,GDA94 to AHD (12),transformation,4939,5711,GA-Aus SE53,12,2910,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10047,GDA94 to AHD (13),transformation,4939,5711,GA-Aus SE54,13,2911,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10048,GDA94 to AHD (14),transformation,4939,5711,GA-Aus SE55,14,2912,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10049,GDA94 to AHD (15),transformation,4939,5711,GA-Aus SF49,15,2913,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10050,GDA94 to AHD (16),transformation,4939,5711,GA-Aus SF50,16,2914,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10051,GDA94 to AHD (17),transformation,4939,5711,GA-Aus SF51,17,2915,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10052,GDA94 to AHD (18),transformation,4939,5711,GA-Aus SF52,18,2916,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10053,GDA94 to AHD (19),transformation,4939,5711,GA-Aus SF53,19,2917,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10054,GDA94 to AHD (20),transformation,4939,5711,GA-Aus SF54,20,2918,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10055,GDA94 to AHD (21),transformation,4939,5711,GA-Aus SF55,21,2919,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10056,GDA94 to AHD (22),transformation,4939,5711,GA-Aus SF56,22,2920,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10057,GDA94 to AHD (23),transformation,4939,5711,GA-Aus SG49,23,2921,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10058,GDA94 to AHD (24),transformation,4939,5711,GA-Aus SG50,24,2922,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10059,GDA94 to AHD (25),transformation,4939,5711,GA-Aus SG51,25,2923,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10060,GDA94 to AHD (26),transformation,4939,5711,GA-Aus SG52,26,2924,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10061,GDA94 to AHD (27),transformation,4939,5711,GA-Aus SG53,27,2925,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10062,GDA94 to AHD (28),transformation,4939,5711,GA-Aus SG54,28,2926,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10063,GDA94 to AHD (29),transformation,4939,5711,GA-Aus SG55,29,2927,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10064,GDA94 to AHD (30),transformation,4939,5711,GA-Aus SG56,30,2928,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10065,GDA94 to AHD (31),transformation,4939,5711,GA-Aus SH49,31,2929,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10066,GDA94 to AHD (32),transformation,4939,5711,GA-Aus SH50,32,2930,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10067,GDA94 to AHD (33),transformation,4939,5711,GA-Aus SH51,33,2931,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10068,GDA94 to AHD (34),transformation,4939,5711,GA-Aus SH52,34,2932,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10069,GDA94 to AHD (35),transformation,4939,5711,GA-Aus SH53,35,2933,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10070,GDA94 to AHD (36),transformation,4939,5711,GA-Aus SH54,36,2934,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10071,GDA94 to AHD (37),transformation,4939,5711,GA-Aus SH55,37,2935,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10072,GDA94 to AHD (38),transformation,4939,5711,GA-Aus SH56,38,2936,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10073,GDA94 to AHD (39),transformation,4939,5711,GA-Aus SI50,39,2937,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10074,GDA94 to AHD (40),transformation,4939,5711,GA-Aus SI51,40,2938,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10075,GDA94 to AHD (41),transformation,4939,5711,GA-Aus SI53,41,2939,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10076,GDA94 to AHD (42),transformation,4939,5711,GA-Aus SI54,42,2940,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10077,GDA94 to AHD (43),transformation,4939,5711,GA-Aus SI55,43,2941,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10078,GDA94 to AHD (44),transformation,4939,5711,GA-Aus SI56,44,2942,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10079,GDA94 to AHD (45),transformation,4939,5711,GA-Aus SJ53,45,2943,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10080,GDA94 to AHD (46),transformation,4939,5711,GA-Aus SJ54,46,2944,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10081,GDA94 to AHD (47),transformation,4939,5711,GA-Aus SJ55,47,2945,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10082,GDA94 to AHD (48),transformation,4939,5711,GA-Aus SJ56,48,2946,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10083,GDA94 to AHD (Tasmania) (1),transformation,4939,5712,GA-Aus SK55,1,2947,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD (Tasmania). Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10084,WGS 84 to EGM96 geoid (1),transformation,4979,5773,NGA-World,1,1262,Derivation of gravity-related heights from GPS observations.,1,9661,,,Replaces WGS 84 to EGM84 geoid (1) (tfm code 15781).,,EPSG,2006-02-13,2005.56 2006.131,1,0
-10085,Trinidad 1903 to WGS 84 (2),transformation,4302,4326,EOG-Tto Trin,2,1339,Oil exploration.,3,9603,,,"Parameter values provided to EOG by Trinidad Ministry of Energy and Energy Industries. Used by EOG offshore Trinidad (including Pelican, Kiskadee and Ibis fields) since 1996.",EOG Resources.,EPSG,2004-06-27,,1,0
-10086,JAD69 to WGS 72 (1),transformation,4242,4322,SD-Jam,1,3342,For military mapping.,15,9603,,,Derived in 1977 through Transit observations at 2 stations by US DMA.,Survey Department,EPSG,2007-01-19,2007.001,1,0
-10087,Jamaica 1875 / Jamaica (Old Grid) to JAD69 / Jamaica National Grid (1),transformation,24100,24200,SD-Jam,1,3342,Topographic mapping.,1.5,9624,,,Derived by least squares fit at primary triangulation stations. Accuracy will be less outside of this network due to extrapolation.,Survey Department,EPSG,2007-01-19,2006.89 2007.001,1,0
-10088,JAD69 / Jamaica National Grid to Jamaica 1875 / Jamaica (Old Grid) (1),transformation,24200,24100,SD-Jam,1,3342,Topographic mapping.,1.5,9624,,,Derived by least squares fit at primary triangulation stations. Accuracy will be less outside of this network due to extrapolation.,Survey Department,EPSG,2007-01-19,2006.89 2007.001,1,0
-10089,Aratu to WGS 84 (5),transformation,4208,4326,EXM-Bra Santos,5,2962,Oil exploration.,7,9603,,,Used by ExxonMobil for block BMS1.,ExxonMobil,EPSG,2004-10-14,,1,0
-10090,Aratu to WGS 84 (6),transformation,4208,4326,EXM-Bra Campos,6,2963,Oil exploration.,7,9603,,,"Used by ExxonMobil for block BC10. Derived from earlier Shell position vector tfm where dX = -181m, dY = +294m, dZ = -144.5m, rX = rY = 0, rZ = +0.554s, dS = +0.219 ppm.",ExxonMobil,EPSG,2006-02-03,2006.11,1,0
-10091,Aratu to WGS 84 (7),transformation,4208,4326,EXM-Bra EspS,7,2964,Oil exploration.,7,9603,,,Used by ExxonMobil for block BMES1.,ExxonMobil,EPSG,2004-10-14,,1,0
-10092,Aratu to WGS 84 (8),transformation,4208,4326,EXM-Bra Pel,8,2965,Oil exploration.,7,9603,,,Used by ExxonMobil for block BP1.,ExxonMobil,EPSG,2004-10-14,,1,0
-10093,Aratu to WGS 84 (9),transformation,4208,4326,EXM-Bra off,9,2966,Oil exploration.,15,9603,,,Used by ExxonMobil for offshore regional studies.,ExxonMobil,EPSG,2004-10-14,,1,0
-10094,Nouakchott 1965 to WGS 84 (1),transformation,4208,4326,IGN-Mau,1,2972,Oil exploration.,5,9603,,,Derived by IGN in 1992 at 7 stations within Nouakchott city.,IGN Paris.,EPSG,2004-10-14,,1,1
-10095,Mauritania 1999 / UTM zone 28N to WGS 84 / UTM zone 28N (1),transformation,3103,32628,MMI-Mau W,1,2971,Minerals management.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",EPSG,2005-10-25,2005.58,1,1
-10096,Mauritania 1999 / UTM zone 29N to WGS 84 / UTM zone 29N (1),transformation,3104,32629,MMI-Mau C,2,2970,Minerals management.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",EPSG,2005-10-25,2005.58,1,1
-10097,Mauritania 1999 / UTM zone 30N to WGS 84 / UTM zone 30N (1),transformation,3105,32630,MMI-Mau E,3,2969,Minerals management.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",EPSG,2005-10-25,2005.58,1,1
-10098,KKJ to ETRS89 (2),transformation,4123,4258,NLS-Fin JHS153,2,1095,In most areas accuracy is approximately 0.5m although in some areas it is in the order of 2m.,0.5,9607,,,May be taken as approximate transformation KKJ to WGS 84 - see code 10099. Replaces KKJ to ETRS89 (1) (code 1638).,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-03-22,2004.12 2007.043,1,0
-10099,KKJ to WGS 84 (2),transformation,4123,4326,EPSG-Fin JHS153,2,1095,For applications to an accuracy of 1 to 2 metres.,1,9607,,,Parameter values from KKJ to ETRS89 (2) (code 10098). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces KKJ to WGS 84 (1) (code 1639).,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-03-22,2005.78 2006.95 2007.043,1,0
-10101,Alabama CS27 East zone,conversion,,,,,2154,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-10102,Alabama CS27 West zone,conversion,,,,,2155,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-10131,SPCS83 Alabama East zone (meters),conversion,,,,,2154,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-10132,SPCS83 Alabama West zone (meters),conversion,,,,,2155,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-10201,Arizona Coordinate System East zone,conversion,,,,,2167,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-10202,Arizona Coordinate System Central zone,conversion,,,,,2166,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-10203,Arizona Coordinate System West zone,conversion,,,,,2168,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-10231,SPCS83 Arizona East zone (meters),conversion,,,,,2167,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines origin in International feet. FE = 700000ft. See code 15304 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.093 2001.03,1,0
-10232,SPCS83 Arizona Central zone (meters),conversion,,,,,2166,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines origin in International feet. FE = 700000ft. See code 15305 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-10233,SPCS83 Arizona West zone (meters),conversion,,,,,2168,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines origin in International feet. FE = 700000ft. See code 15306 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.093 2001.03,1,0
-10301,Arkansas CS27 North,conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10302,Arkansas CS27 South,conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10331,SPCS83 Arkansas North zone (meters),conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15385 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.093,1,0
-10332,SPCS83 Arkansas South zone (meters),conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15386 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.093,1,0
-10401,California CS27 zone I,conversion,,,,,2175,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10402,California CS27 zone II,conversion,,,,,2176,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10403,California CS27 zone III,conversion,,,,,2177,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10404,California CS27 zone IV,conversion,,,,,2178,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10405,California CS27 zone V,conversion,,,,,2179,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10406,California CS27 zone VI,conversion,,,,,2180,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10407,California CS27 zone VII,conversion,,,,,2181,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,1
-10408,California CS27 zone VII,conversion,,,,,2181,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2005-07-05,,1,0
-10420,California Albers,conversion,,,,,1375,Used for resource mapping of whole state.,0,9822,,,Created at the Stephen P Teale Data Center.,"California Spatial Information Library (CaSIL), http://gis.ca.gov",EPSG,2005-09-19,,1,0
-10431,SPCS83 California zone 1 (meters),conversion,,,,,2175,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15307 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-10432,SPCS83 California zone 2 (meters),conversion,,,,,2176,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15308 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-10433,SPCS83 California zone 3 (meters),conversion,,,,,2177,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15309 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-10434,SPCS83 California zone 4 (meters),conversion,,,,,2178,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15310 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-10435,SPCS83 California zone 5 (meters),conversion,,,,,2182,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15311 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-10436,SPCS83 California zone 6 (meters),conversion,,,,,2180,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15312 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-10501,Colorado CS27 North zone,conversion,,,,,2184,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10502,Colorado CS27 Central zone,conversion,,,,,2183,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10503,Colorado CS27 South zone,conversion,,,,,2185,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10531,SPCS83 Colorado North zone (meters),conversion,,,,,2184,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15313 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-10532,SPCS83 Colorado Central zone (meters),conversion,,,,,2183,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15314 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-10533,SPCS83 Colorado South zone (meters),conversion,,,,,2185,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15315 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-10600,Connecticut CS27,conversion,,,,,1377,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 99.28 2000.094,1,0
-10630,SPCS83 Connecticut zone (meters),conversion,,,,,1377,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15316 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2000.094 2001.03,1,0
-10700,Delaware CS27,conversion,,,,,1378,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-10730,SPCS83 Delaware zone (meters),conversion,,,,,1378,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15317 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.094 2001.03,1,0
-10901,Florida CS27 East zone,conversion,,,,,2186,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-10902,Florida CS27 West zone,conversion,,,,,2188,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-10903,Florida CS27 North zone,conversion,,,,,2187,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10931,SPCS83 Florida East zone (meters),conversion,,,,,2186,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15318 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-10932,SPCS83 Florida West zone (meters),conversion,,,,,2188,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15319 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-10933,SPCS83 Florida North zone (meters),conversion,,,,,2187,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15320 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-10934,Florida GDL Albers (meters),conversion,,,,,1379,Used by Florida agencies for publishing State-wide spatial data on a single projection.,0,9822,,,,"Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj",EPSG,2004-08-13,,1,0
-11001,Georgia CS27 East zone,conversion,,,,,2189,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11002,Georgia CS27 West zone,conversion,,,,,2190,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11031,SPCS83 Georgia East zone (meters),conversion,,,,,2189,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15321 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-11032,SPCS83 Georgia West zone (meters),conversion,,,,,2190,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15322 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-11101,Idaho CS27 East zone,conversion,,,,,2192,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11102,Idaho CS27 Central zone,conversion,,,,,2191,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11103,Idaho CS27 West zone,conversion,,,,,2193,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11131,SPCS83 Idaho East zone (meters),conversion,,,,,2192,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15323 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-11132,SPCS83 Idaho Central zone (meters),conversion,,,,,2191,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15324 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-11133,SPCS83 Idaho West zone (meters),conversion,,,,,2193,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15325 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-11201,Illinois CS27 East zone,conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11202,Illinois CS27 West zone,conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11231,SPCS83 Illinois East zone (meters),conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15387 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2001.03 2006.093,1,0
-11232,SPCS83 Illinois West zone (meters),conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15388 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2001.03 2006.093,1,0
-11301,Indiana CS27 East zone,conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11302,Indiana CS27 West zone,conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11331,SPCS83 Indiana East zone (meters),conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15372 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2002-10-13,95.30 96.29 2001.03 2002.770,1,0
-11332,SPCS83 Indiana West zone (meters),conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15373 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2002-10-13,95.30 96.29 2001.03 2002.770,1,0
-11401,Iowa CS27 North zone,conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-11402,Iowa CS27 South zone,conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-11431,SPCS83 Iowa North zone (meters),conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15377 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.903,1,0
-11432,SPCS83 Iowa South zone (meters),conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15378 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.903,1,0
-11501,Kansas CS27 North zone,conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-11502,Kansas CS27 South zone,conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-11531,SPCS83 Kansas North zone (meters),conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15379 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.903,1,0
-11532,SPCS83 Kansas South zone (meters),conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15380 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.903,1,0
-11601,Kentucky CS27 North zone,conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-11602,Kentucky CS27 South zone,conversion,,,,,2203,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-11630,SPCS83 Kentucky Single Zone (meters),conversion,,,,,1386,Used for spatial data management for whole State.,0,9802,,,See code 15375 for equivalent non-metric definition.,"Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",EPSG,2004-09-22,,1,0
-11631,Kentucky CS83 North zone,conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28,1,1
-11632,SPCS83 Kentucky South zone (meters),conversion,,,,,2203,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15329 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-11701,Louisiana CS27 North zone,conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-11702,Louisiana CS27 South zone,conversion,,,,,2205,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-11703,Louisiana CS27 Offshore zone,conversion,,,,,1387,Not used in oil industry. Usage for other applications is not known.,0,9802,,,This projection is NOT used for oil industry purposes - use Louisiana CS27 Offshore zone (proj 11702) on shelf and BLM (proj 15915-16) in deep water protraction areas.,USGS Professional Paper #1395,OGP,2006-06-12,,1,0
-11731,SPCS83 Louisiana North zone (meters),conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15391 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-01-19,95.30 96.29 99.28 2001.03 2006.903,1,0
-11732,SPCS83 Louisiana South zone (meters),conversion,,,,,2529,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15392 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-01-19,95.30 96.29 99.28 2001.03 2006.903,1,0
-11733,SPCS83 Louisiana Offshore zone (meters),conversion,,,,,1387,Not used in oil industry. Usage for other applications is not known.,0,9802,,,This projection is NOT used for oil industry purposes. See code 15393 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007-01-19,2006.903,1,0
-11801,Maine CS27 East zone,conversion,,,,,2206,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11802,Maine CS27 West zone,conversion,,,,,2207,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11831,SPCS83 Maine East zone (meters),conversion,,,,,2206,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-11832,SPCS83 Maine West zone (meters),conversion,,,,,2207,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-11851,Maine CS2000 East zone,conversion,,,,,2960,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaces CS27 and SPCS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2004-06-16,,1,0
-11852,Maine CS2000 Central zone,conversion,,,,,2959,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Supersedes CS27 and CS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2007-02-06,,1,1
-11853,Maine CS2000 West zone,conversion,,,,,2958,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaces CS27 and CS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2004-06-16,,1,0
-11854,Maine CS2000 Central zone,conversion,,,,,2959,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaces CS27 and CS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2004-06-16,,1,0
-11900,Maryland CS27,conversion,,,,,1389,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 99.28 2000.094,1,0
-11930,SPCS83 Maryland zone (meters),conversion,,,,,1389,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15330 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2000.094 2001.03,1,0
-12001,Massachusetts CS27 Mainland zone,conversion,,,,,2209,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-12002,Massachusetts CS27 Island zone,conversion,,,,,2208,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-12031,SPCS83 Massachusetts Mainland zone (meters),conversion,,,,,2209,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15331 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,1999-04-22,95.30 96.29 99.28 2001.03,1,0
-12032,SPCS83 Massachusetts Island zone (meters),conversion,,,,,2208,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15332 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-12101,Michigan State Plane East zone,conversion,,,,,1720,Obsolete.,0,9807,,,Replaced by central and south zones.,USGS Professional Paper #1395,EPSG,2005-05-21,95.30 96.29 98.22 2000.092 2005.24,1,0
-12102,Michigan State Plane Old Central zone,conversion,,,,,1721,Obsolete.,0,9807,,,Replaced by central and south zones.,USGS Professional Paper #1395,EPSG,2005-05-21,95.30 96.29 98.22 2005.24,1,0
-12103,Michigan State Plane West zone,conversion,,,,,1723,Obsolete.,0,9807,,,Replaced by north zone.,USGS Professional Paper #1395,EPSG,2005-05-21,95.30 96.29 98.22 2000.092 2005.24,1,0
-12111,Michigan CS27 North zone,conversion,,,,,1723,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.28 96.29 98.22 99.28,1,0
-12112,Michigan CS27 Central zone,conversion,,,,,1724,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.28 96.29 98.22 99.28,1,0
-12113,Michigan CS27 South zone,conversion,,,,,1725,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.28 96.29 98.22 99.28,1,0
-12141,SPCS83 Michigan North zone (meters),conversion,,,,,1723,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15333 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-12142,SPCS83 Michigan Central zone (meters),conversion,,,,,1724,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15334 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-12143,SPCS83 Michigan South zone (meters),conversion,,,,,1725,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15335 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-12150,Michigan Oblique Mercator (meters),conversion,,,,,1391,Used for spatial data presentation for whole state.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=499840.252 m, Nc=528600.303 m.","Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf",EPSG,2004-06-16,,1,0
-12201,Minnesota CS27 North zone,conversion,,,,,2214,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-12202,Minnesota CS27 Central zone,conversion,,,,,2213,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-12203,Minnesota CS27 South zone,conversion,,,,,2215,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-12231,SPCS83 Minnesota North zone (meters),conversion,,,,,2214,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-12232,SPCS83 Minnesota Central zone (meters),conversion,,,,,2213,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-12233,SPCS83 Minnesota South zone (meters),conversion,,,,,2215,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-12301,Mississippi CS27 East zone,conversion,,,,,2216,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-12302,Mississippi CS27 West zone,conversion,,,,,2217,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-12331,SPCS83 Mississippi East zone (meters),conversion,,,,,2216,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15336 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-12332,SPCS83 Mississippi West zone (meters),conversion,,,,,2217,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15337 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-12401,Missouri CS27 East zone,conversion,,,,,2219,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.18 95.30 96.29 2000.092,1,0
-12402,Missouri CS27 Central zone,conversion,,,,,2218,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-12403,Missouri CS27 West zone,conversion,,,,,2220,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-12431,SPCS83 Missouri East zone (meters),conversion,,,,,2219,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-12432,SPCS83 Missouri Central zone (meters),conversion,,,,,2218,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-12433,SPCS83 Missouri West zone (meters),conversion,,,,,2220,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-12501,Montana CS27 North zone,conversion,,,,,2211,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-12502,Montana CS27 Central zone,conversion,,,,,2210,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-12503,Montana CS27 South zone,conversion,,,,,2212,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-12530,SPCS83 Montana zone (meters),conversion,,,,,1395,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15338 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2000.094 2001.03,1,0
-12601,Nebraska CS27 North zone,conversion,,,,,2221,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-12602,Nebraska CS27 South zone,conversion,,,,,2222,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-12630,SPCS83 Nebraska zone (meters),conversion,,,,,1396,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2000.094 2001.03,1,0
-12701,Nevada CS27 East zone,conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-12702,Nevada CS27 Central zone,conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.093,1,0
-12703,Nevada CS27 West zone,conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-12731,SPCS83 Nevada East zone (meters),conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15381 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2001.03 2006.904,1,0
-12732,SPCS83 Nevada Central zone (meters),conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15382 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2001.03 2006.904,1,0
-12733,SPCS83 Nevada West zone (meters),conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15383 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2001.03 2006.904,1,0
-12800,New Hampshire CS27,conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-12830,SPCS83 New Hampshire zone (meters),conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15389 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2000.094 2001.03 2006.093,1,0
-12900,New Jersey CS27,conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.094,1,0
-12930,SPCS83 New Jersey zone (meters),conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15384 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2000.094 2001.03 2006.903,1,0
-13001,New Mexico CS27 East zone,conversion,,,,,2228,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-13002,New Mexico CS27 Central zone,conversion,,,,,2229,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-13003,New Mexico CS27 West zone,conversion,,,,,2230,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-13031,SPCS83 New Mexico East zone (meters),conversion,,,,,2228,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15339 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-13032,SPCS83 New Mexico Central zone (meters),conversion,,,,,2231,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15340 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-13033,SPCS83 New Mexico West zone (meters),conversion,,,,,2232,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15341 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-13101,New York CS27 East zone,conversion,,,,,2234,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.18 95.30 96.29 2000.092,1,0
-13102,New York CS27 Central zone,conversion,,,,,2233,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-13103,New York CS27 West zone,conversion,,,,,2236,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-13104,New York CS27 Long Island zone,conversion,,,,,2235,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13131,SPCS83 New York East zone (meters),conversion,,,,,2234,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15342 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-13132,SPCS83 New York Central zone (meters),conversion,,,,,2233,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15343 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-13133,SPCS83 New York West zone (meters),conversion,,,,,2236,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15344 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-13134,SPCS83 New York Long Island zone (meters),conversion,,,,,2235,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15345 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-13200,North Carolina CS27,conversion,,,,,1402,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 99.28 2000.094,1,0
-13230,SPCS83 North Carolina zone (meters),conversion,,,,,1402,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15346 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2000.094 2001.03,1,0
-13301,North Dakota CS27 North zone,conversion,,,,,2237,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13302,North Dakota CS27 South zone,conversion,,,,,2238,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13331,SPCS83 North Dakota North zone (meters),conversion,,,,,2237,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15347 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-13332,SPCS83 North Dakota South zone (meters),conversion,,,,,2238,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15348 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-13401,Ohio CS27 North zone,conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13402,Ohio CS27 South zone,conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13431,SPCS83 Ohio North zone (meters),conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 13433 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03 2007.035,1,0
-13432,SPCS83 Ohio South zone (meters),conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 13434 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-03-13,95.30 96.29 99.28 2001.03 2007.035,1,0
-13433,SPCS83 Ohio North zone (US Survey feet),conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13431.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-13434,SPCS83 Ohio South zone (US Survey feet),conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13432.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-13501,Oklahoma CS27 North zone,conversion,,,,,2241,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13502,Oklahoma CS27 South zone,conversion,,,,,2242,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13531,SPCS83 Oklahoma North zone (meters),conversion,,,,,2241,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15349 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-13532,SPCS83 Oklahoma South zone (meters),conversion,,,,,2242,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15350 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-13601,Oregon CS27 North zone,conversion,,,,,2243,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13602,Oregon CS27 South zone,conversion,,,,,2244,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13631,SPCS83 Oregon North zone (meters),conversion,,,,,2243,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15351 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-13632,SPCS83 Oregon South zone (meters),conversion,,,,,2244,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15352 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-13633,Oregon GIC Lambert (meters),conversion,,,,,1406,Used by Oregon agencies for publishing State-wide spatial data on a single projection.,0,9802,,,See code 15375 for equivalent non-metric definition.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",EPSG,2002-12-19,,1,0
-13701,Pennsylvania CS27 North zone,conversion,,,,,2245,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13702,Pennsylvania CS27 South zone,conversion,,,,,2246,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13731,SPCS83 Pennsylvania North zone (meters),conversion,,,,,2245,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15353 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-13732,SPCS83 Pennsylvania South zone (meters),conversion,,,,,2246,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15354 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-13800,Rhode Island CS27,conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.094,1,0
-13830,SPCS83 Rhode Island zone (meters),conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15390 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2000.094 2001.03 2006.093,1,0
-13901,South Carolina CS27 North zone,conversion,,,,,2247,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13902,South Carolina CS27 South zone,conversion,,,,,2248,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13930,SPCS83 South Carolina zone (meters),conversion,,,,,1409,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15355 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2000.094 2001.03,1,0
-14001,South Dakota CS27 North zone,conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14002,South Dakota CS27 South zone,conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14031,SPCS83 South Dakota North zone (meters),conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15394 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-01-19,95.30 96.29 99.28 2001.03 2006.903,1,0
-14032,SPCS83 South Dakota South zone (meters),conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15395 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-01-19,95.30 96.29 99.28 2001.03 2006.903,1,0
-14100,Tennessee CS27,conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 99.28 2000.094,1,1
-14130,SPCS83 Tennessee zone (meters),conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15356 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2000.094 2001.03,1,0
-14201,Texas CS27 North zone,conversion,,,,,2253,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14202,Texas CS27 North Central zone,conversion,,,,,2254,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14203,Texas CS27 Central zone,conversion,,,,,2252,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14204,Texas CS27 South Central zone,conversion,,,,,2256,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14205,Texas CS27 South zone,conversion,,,,,2255,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14231,SPCS83 Texas North zone (meters),conversion,,,,,2253,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15357 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14232,SPCS83 Texas North Central zone (meters),conversion,,,,,2254,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15358 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14233,SPCS83 Texas Central zone (meters),conversion,,,,,2252,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15359 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14234,SPCS83 Texas South Central zone (meters),conversion,,,,,2527,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15360 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14235,SPCS83 Texas South zone (meters),conversion,,,,,2528,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15361 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14251,Texas State Mapping System (meters),conversion,,,,,1412,Single projection for all state.,0,9802,,,Replaces Shackleford.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2004-06-16,,1,0
-14252,Shackleford,conversion,,,,,1412,Single projection for all state.,0,9802,,,"Replaced by TSMS.
-Care: survey data in Texas uses the US survey foot, not the International foot used by this projection.","Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2004-06-16,,1,0
-14253,Texas Centric Lambert Conformal,conversion,,,,,1412,Single conformal projection for all state.,0,9802,,,Use TCMC/AEA for applications requiring true area measurement.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2004-06-16,,1,0
-14254,Texas Centric Albers Equal Area,conversion,,,,,1412,Single equal-area projection for all state.,0,9822,,,Use TCMC/LC for applications requiring true shape preservation.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2004-06-16,,1,0
-14301,Utah CS27 North zone,conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14302,Utah CS27 Central zone,conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14303,Utah CS27 South zone,conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14331,SPCS83 Utah North zone (meters),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2007-01-20,95.30 96.29 99.28 2001.03 2006.905,1,0
-14332,SPCS83 Utah Central zone (meters),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2007-01-20,95.30 96.29 99.28 2001.03 2006.905,1,0
-14333,SPCS83 Utah South zone (meters),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2007-01-20,95.30 96.29 99.28 2001.03 2006.905,1,0
-14400,Vermont CS27,conversion,,,,,1414,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.094,1,0
-14430,SPCS83 Vermont zone (meters),conversion,,,,,1414,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.094 2001.03,1,0
-14501,Virginia CS27 North zone,conversion,,,,,2260,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14502,Virginia CS27 South zone,conversion,,,,,2261,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14531,SPCS83 Virginia North zone (meters),conversion,,,,,2260,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15365 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14532,SPCS83 Virginia South zone (meters),conversion,,,,,2261,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15366 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14601,Washington CS27 North zone,conversion,,,,,2262,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14602,Washington CS27 South zone,conversion,,,,,2263,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14631,SPCS83 Washington North zone (meters),conversion,,,,,2273,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15367 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14632,SPCS83 Washington South zone (meters),conversion,,,,,2274,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15368 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14701,West Virginia CS27 North zone,conversion,,,,,2264,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14702,West Virginia CS27 South zone,conversion,,,,,2265,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14731,SPCS83 West Virginia North zone (meters),conversion,,,,,2264,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14732,SPCS83 West Virginia South zone (meters),conversion,,,,,2265,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14801,Wisconsin CS27 North zone,conversion,,,,,2267,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14802,Wisconsin CS27 Central zone,conversion,,,,,2266,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14803,Wisconsin CS27 South zone,conversion,,,,,2268,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14811,Wisconsin Transverse Mercator 27,conversion,,,,,1418,Used for state-wide applications.,0,9807,,,Designed to cover the state in a single zone.,Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,EPSG,2005-04-21,2005.17,1,0
-14831,SPCS83 Wisconsin North zone (meters),conversion,,,,,2267,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15369 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14832,SPCS83 Wisconsin Central zone (meters),conversion,,,,,2266,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15370 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14833,SPCS83 Wisconsin South zone (meters),conversion,,,,,2268,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15371 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14841,Wisconsin Transverse Mercator 83,conversion,,,,,1418,Used for state-wide applications.,0,9807,,,Designed to cover the state in a single zone.,Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,EPSG,2004-04-23,,1,0
-14901,Wyoming CS27 East zone,conversion,,,,,2269,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-14902,Wyoming CS27 East Central zone,conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-14903,Wyoming CS27 West Central zone,conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-14904,Wyoming CS27 West zone,conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-14931,SPCS83 Wyoming East zone (meters),conversion,,,,,2269,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14935 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-03-13,95.30 96.29 2000.092 2001.03 2007.033,1,0
-14932,SPCS83 Wyoming East Central zone (meters),conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14936 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-03-13,95.30 96.29 2000.092 2001.03 2007.033,1,0
-14933,SPCS83 Wyoming West Central zone (meters),conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14937 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-03-13,95.30 96.29 2000.092 2001.03 2007.033,1,0
-14934,SPCS83 Wyoming West zone (meters),conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14938 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-03-13,95.30 96.29 2000.092 2001.03 2007.033,1,0
-14935,SPCS83 Wyoming East zone (US Survey feet),conversion,,,,,2269,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14931.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-14936,SPCS83 Wyoming East Central zone (US Survey feet),conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14932.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-14937,SPCS83 Wyoming West Central zone (US Survey feet),conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14933.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-14938,SPCS83 Wyoming West zone (US Survey feet),conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14934.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-15001,Alaska CS27 zone 1,conversion,,,,,2156,Used for large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=2685642.82 ftUS, Nc=1887198.47 ftUS.",USGS Professional Paper #1395,EPSG,1997-04-11,96.29 97.08,1,0
-15002,Alaska CS27 zone 2,conversion,,,,,2158,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15003,Alaska CS27 zone 3,conversion,,,,,2159,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15004,Alaska CS27 zone 4,conversion,,,,,2160,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15005,Alaska CS27 zone 5,conversion,,,,,2161,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15006,Alaska CS27 zone 6,conversion,,,,,2162,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15007,Alaska CS27 zone 7,conversion,,,,,2163,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15008,Alaska CS27 zone 8,conversion,,,,,2164,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15009,Alaska CS27 zone 9,conversion,,,,,2165,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15010,Alaska CS27 zone 10,conversion,,,,,2157,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-15020,Alaska Albers,conversion,,,,,1330,Small scale mapping and state planning.,0,9822,,,,,EPSG,2002-09-19,,1,0
-15021,Alaska Albers (meters),conversion,,,,,1330,Small scale mapping and state planning.,0,9822,,,,State of Alaska Department of Natural Resources.,OGP,2006-11-11,,1,0
-15031,SPCS83 Alaska zone 1 (meters),conversion,,,,,2156,Used for large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=818585.57 m, Nc=575219.25 m.",NOAA manual NOS NGS 5,EPSG,2001-11-06,96.29 2001.03,1,0
-15032,SPCS83 Alaska zone 2 (meters),conversion,,,,,2158,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15033,SPCS83 Alaska zone 3 (meters),conversion,,,,,2159,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15034,SPCS83 Alaska zone 4 (meters),conversion,,,,,2160,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15035,SPCS83 Alaska zone 5 (meters),conversion,,,,,2161,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15036,SPCS83 Alaska zone 6 (meters),conversion,,,,,2162,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15037,SPCS83 Alaska zone 7 (meters),conversion,,,,,2163,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15038,SPCS83 Alaska zone 8 (meters),conversion,,,,,2164,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15039,SPCS83 Alaska zone 9 (meters),conversion,,,,,2165,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15040,SPCS83 Alaska zone 10 (meters),conversion,,,,,2157,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-15101,Hawaii CS27 zone 1,conversion,,,,,1546,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15102,Hawaii CS27 zone 2,conversion,,,,,1547,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15103,Hawaii CS27 zone 3,conversion,,,,,1548,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15104,Hawaii CS27 zone 4,conversion,,,,,1549,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15105,Hawaii CS27 zone 5,conversion,,,,,1550,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
-15131,SPCS83 Hawaii zone 1 (meters),conversion,,,,,1546,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15132,SPCS83 Hawaii zone 2 (meters),conversion,,,,,1547,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15133,SPCS83 Hawaii zone 3 (meters),conversion,,,,,1548,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15134,SPCS83 Hawaii zone 4 (meters),conversion,,,,,1549,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15135,SPCS83 Hawaii zone 5 (meters),conversion,,,,,1550,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-15138,SPCS83 Hawaii zone 3 (US Survey feet),conversion,,,,,1548,Used for large and medium scale topographic mapping and engineering survey by City and County of Honolulu.,0,9807,,,Not recognised by Federal authorities because there is no State law defining grid unit. For equivalent metric Federal definition see code 15133.,,OGP,2007-04-20,,1,0
-15201,Puerto Rico CS27,conversion,,,,,1194,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 99.28 2000.094,1,0
-15202,St. Croix CS27,conversion,,,,,1254,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 99.28 2000.094,1,0
-15230,SPCS83 Puerto Rico & Virgin Islands zone (meters),conversion,,,,,2251,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-15297,SPCS83 Utah North zone (US Survey feet),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14331. For equivalent International foot definition see code 15362.,National Geodetic Survey (private communication),OGP,2007-01-20,,0,0
-15298,SPCS83 Utah Central zone (US Survey feet),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14332. For equivalent International foot definition see code 15363.,National Geodetic Survey (private communication),OGP,2007-01-20,,0,0
-15299,SPCS83 Utah South zone (US Survey feet),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14333. For equivalent International foot definition see code 15364.,National Geodetic Survey (private communication),OGP,2007-01-20,,0,0
-15300,American Samoa Lambert,conversion,,,,,1027,Used for large and medium scale topographic mapping and engineering survey.,0,9801,,,Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=o but radius to latitude of origin = -82000000 feet. US National Geodetic Survey confirms use of zero for False Northing.,US National Geodetic Survey (NGS),EPSG,2000-10-19,,1,1
-15301,American Samoa Lambert,conversion,,,,,1027,Used for large and medium scale topographic mapping and engineering survey.,0,9801,,,"Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=0 but radius to latitude of origin = -82000000 feet. Thus False Northing = 312234.65 ftUS. NGS confirms value of FN, which is encoded within their algorithms but not published.",US National Geodetic Survey (NGS),EPSG,2004-08-09,,1,1
-15302,Tennessee CS27,conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2001-10-04,2001.45,1,0
-15303,SPCS83 Kentucky North zone (meters),conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15328 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-10-04,2001.03 2001.45,1,0
-15304,SPCS83 Arizona East zone (International feet),conversion,,,,,2167,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10231.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15305,SPCS83 Arizona Central zone (International feet),conversion,,,,,2166,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10232.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15306,SPCS83 Arizona West zone (International feet),conversion,,,,,2168,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10233.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15307,SPCS83 California zone 1 (US Survey feet),conversion,,,,,2175,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10431.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15308,SPCS83 California zone 2 (US Survey feet),conversion,,,,,2176,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10432.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15309,SPCS83 California zone 3 (US Survey feet),conversion,,,,,2177,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10433.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15310,SPCS83 California zone 4 (US Survey feet),conversion,,,,,2178,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10434.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15311,SPCS83 California zone 5 (US Survey feet),conversion,,,,,2182,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10435.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15312,SPCS83 California zone 6 (US Survey feet),conversion,,,,,2180,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10436.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15313,SPCS83 Colorado North zone (US Survey feet),conversion,,,,,2184,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10531.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15314,SPCS83 Colorado Central zone (US Survey feet),conversion,,,,,2183,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10532.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15315,SPCS83 Colorado South zone (US Survey feet),conversion,,,,,2185,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10533.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15316,SPCS83 Connecticut zone (US Survey feet),conversion,,,,,1377,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10630.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15317,SPCS83 Delaware zone (US Survey feet),conversion,,,,,1378,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10730.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15318,SPCS83 Florida East zone (US Survey feet),conversion,,,,,2186,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10931.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15319,SPCS83 Florida West zone (US Survey feet),conversion,,,,,2188,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10932.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15320,SPCS83 Florida North zone (US Survey feet),conversion,,,,,2187,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10933.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15321,SPCS83 Georgia East zone (US Survey feet),conversion,,,,,2189,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15322,SPCS83 Georgia West zone (US Survey feet),conversion,,,,,2190,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11032.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15323,SPCS83 Idaho East zone (US Survey feet),conversion,,,,,2192,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11131.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15324,SPCS83 Idaho Central zone (US Survey feet),conversion,,,,,2191,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11132.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15325,SPCS83 Idaho West zone (US Survey feet),conversion,,,,,2193,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11133.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15326,SPCS83 Indiana East zone (US Survey feet),conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,1
-15327,SPCS83 Indiana West zone (US Survey feet),conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,1
-15328,SPCS83 Kentucky North zone (US Survey feet),conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 15303.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15329,SPCS83 Kentucky South zone (US Survey feet),conversion,,,,,2203,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11632.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15330,SPCS83 Maryland zone (US Survey feet),conversion,,,,,1389,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11930.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15331,SPCS83 Massachusetts Mainland zone (US Survey feet),conversion,,,,,2209,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15332,SPCS83 Massachusetts Island zone (US Survey feet),conversion,,,,,2208,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12032.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15333,SPCS83 Michigan North zone (International feet),conversion,,,,,1723,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12141.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15334,SPCS83 Michigan Central zone (International feet),conversion,,,,,1724,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12142.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15335,SPCS83 Michigan South zone (International feet),conversion,,,,,1725,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12143.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15336,SPCS83 Mississippi East zone (US Survey feet),conversion,,,,,2216,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15337,SPCS83 Mississippi West zone (US Survey feet),conversion,,,,,2217,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15338,SPCS83 Montana zone (International feet),conversion,,,,,1395,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12530.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15339,SPCS83 New Mexico East zone (US Survey feet),conversion,,,,,2228,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15340,SPCS83 New Mexico Central zone (US Survey feet),conversion,,,,,2231,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13032.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15341,SPCS83 New Mexico West zone (US Survey feet),conversion,,,,,2232,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13033.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15342,SPCS83 New York East zone (US Survey feet),conversion,,,,,2234,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13131.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15343,SPCS83 New York Central zone (US Survey feet),conversion,,,,,2233,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13132.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15344,SPCS83 New York West zone (US Survey feet),conversion,,,,,2236,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13133.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15345,SPCS83 New York Long Island zone (US Survey feet),conversion,,,,,2235,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13134.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15346,SPCS83 North Carolina zone (US Survey feet),conversion,,,,,1402,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13230.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15347,SPCS83 North Dakota North zone (International feet),conversion,,,,,2237,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15348,SPCS83 North Dakota South zone (International feet),conversion,,,,,2238,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15349,SPCS83 Oklahoma North zone (US Survey feet),conversion,,,,,2241,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13531.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15350,SPCS83 Oklahoma South zone (US Survey feet),conversion,,,,,2242,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13532.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15351,SPCS83 Oregon North zone (International feet),conversion,,,,,2243,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13631.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15352,SPCS83 Oregon South zone (International feet),conversion,,,,,2244,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13632.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15353,SPCS83 Pennsylvania North zone (US Survey feet),conversion,,,,,2245,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13731.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15354,SPCS83 Pennsylvania South zone (US Survey feet),conversion,,,,,2246,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13732.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15355,SPCS83 South Carolina zone (International feet),conversion,,,,,1409,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13930.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15356,SPCS83 Tennessee zone (US Survey feet),conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14130.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15357,SPCS83 Texas North zone (US Survey feet),conversion,,,,,2253,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14231.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15358,SPCS83 Texas North Central zone (US Survey feet),conversion,,,,,2254,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14232.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15359,SPCS83 Texas Central zone (US Survey feet),conversion,,,,,2252,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14233.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15360,SPCS83 Texas South Central zone (US Survey feet),conversion,,,,,2527,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14234.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15361,SPCS83 Texas South zone (US Survey feet),conversion,,,,,2528,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14235.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15362,SPCS83 Utah North zone (International feet),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14331. For equivalent US Survey foot definition see code 15297.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-20,2006.905,0,0
-15363,SPCS83 Utah Central zone (International feet),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14332. For equivalent US Survey foot definition see code 15298.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-20,2006.905,0,0
-15364,SPCS83 Utah South zone (International feet),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14333. For equivalent US Survey foot definition see code 15299.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-20,2006.905,0,0
-15365,SPCS83 Virginia North zone (US Survey feet),conversion,,,,,2260,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14531.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15366,SPCS83 Virginia South zone (US Survey feet),conversion,,,,,2261,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14532.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15367,SPCS83 Washington North zone (US Survey feet),conversion,,,,,2273,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14631.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15368,SPCS83 Washington South zone (US Survey feet),conversion,,,,,2274,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14632.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15369,SPCS83 Wisconsin North zone (US Survey feet),conversion,,,,,2267,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14831.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15370,SPCS83 Wisconsin Central zone (US Survey feet),conversion,,,,,2266,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14832.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15371,SPCS83 Wisconsin South zone (US Survey feet),conversion,,,,,2268,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14833.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15372,SPCS83 Indiana East zone (US Survey feet),conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2002-10-13,,1,0
-15373,SPCS83 Indiana West zone (US Survey feet),conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2002-10-13,,1,0
-15374,Oregon GIC Lambert (International feet),conversion,,,,,1406,Used by Oregon agencies for publishing State-wide spatial data on a single projection.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric definition see code 13633.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",EPSG,2002-12-19,,1,0
-15375,SPCS83 Kentucky Single Zone (US Survey feet),conversion,,,,,1386,Used for spatial data management for whole State.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11630.,"Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",EPSG,2004-09-22,,1,0
-15376,American Samoa Lambert,conversion,,,,,3109,Used for large and medium scale topographic mapping and engineering survey.,0,9801,,,Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=0 but radius to latitude of origin = -82000000 feet. US National Geodetic Survey confirms value for False Northing.,US National Geodetic Survey (NGS),EPSG,2005-05-21,2005.23,1,0
-15377,SPCS83 Iowa North zone (US Survey feet),conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11431.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
-15378,SPCS83 Iowa South zone (US Survey feet),conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11432.,NOAA manual NOS NGS 5,OGP,2007-01-20,2006.903,1,0
-15379,SPCS83 Kansas North zone (US Survey feet),conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11531.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
-15380,SPCS83 Kansas South zone (US Survey feet),conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11532.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
-15381,SPCS83 Nevada East zone (US Survey feet),conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12731.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
-15382,SPCS83 Nevada Central zone (US Survey feet),conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12732.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
-15383,SPCS83 Nevada West zone (US Survey feet),conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12733.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
-15384,SPCS83 New Jersey zone (US Survey feet),conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12930.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
-15385,SPCS83 Arkansas North zone (US Survey feet),conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10331.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
-15386,SPCS83 Arkansas South zone (US Survey feet),conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10332.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
-15387,SPCS83 Illinois East zone (US Survey feet),conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11231.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
-15388,SPCS83 Illinois West zone (US Survey feet),conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11232.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
-15389,SPCS83 New Hampshire zone (US Survey feet),conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12830.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
-15390,SPCS83 Rhode Island zone (US Survey feet),conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13830.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
-15391,SPCS83 Louisiana North zone (US Survey feet),conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11731.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
-15392,SPCS83 Louisiana South zone (US Survey feet),conversion,,,,,2529,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11732.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
-15393,SPCS83 Louisiana Offshore zone (US Survey feet),conversion,,,,,1387,Not used in oil industry. Usage for other applications is not known.,0,9802,,,This projection is NOT used for oil industry purposes. State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11733.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
-15394,SPCS83 South Dakota North zone (US Survey feet),conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14031.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
-15395,SPCS83 South Dakota South zone (US Survey feet),conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14032.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
-15397,Great Lakes Albers,conversion,,,,,3467,Basin-wide mapping and analysis.,0,9822,,,,Great Lakes Fisheries Commission,OGP,2006-11-11,,1,0
-15398,Great Lakes and St Lawrence Albers,conversion,,,,,3468,Basin-wide mapping and analysis.,0,9822,,,,Great Lakes Fisheries Commission,OGP,2006-11-11,,1,0
-15399,Yap Islands,conversion,,,,,3108,"Public reference, land and photgrammetric survey, mapping.",0,9832,,,Origin is station YAP SECOR AMS 1965.,"Yap State Code, Title 20, Chapter 5. http://www.fsmlaw.org/yap/code/title20/T20_Ch05.htm",EPSG,2005-05-21,,1,0
-15400,Guam SPCS,conversion,,,,,1110,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9831,,,,"US Geological Survey Professional Paper 1395; ""Map Projections - A Working Manual""; J. Snyder.",EPSG,2004-04-22,,1,0
-15500,Australian Antarctic geocentric to geog3D,conversion,,,,,1278,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15501,Australian Antarctic geog3D to geog2D,conversion,,,,,1278,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15502,CHTRF95 geocentric to geog3D,conversion,,,,,1286,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15503,CHTRF95 geog3D to geog2D,conversion,,,,,1286,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15504,EST97 geocentric to geog3D,conversion,,,,,1090,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15505,EST97 geog3D to geog2D,conversion,,,,,1090,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.16 2005.49,1,0
-15506,ETRS89 geocentric to geog3D,conversion,,,,,1298,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15507,ETRS89 geog3D to geog2D,conversion,,,,,1298,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15508,GDA94 geocentric to geog3D,conversion,,,,,2575,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15509,GDA94 geog3D to geog2D,conversion,,,,,2575,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15510,Hartebeesthoek94 geocentric to geog3D,conversion,,,,,1215,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15511,Hartebeesthoek94 geog3D to geog2D,conversion,,,,,1215,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15512,IRENET95 geocentric to geog3D,conversion,,,,,1305,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15513,IRENET95 geog3D to geog2D,conversion,,,,,1305,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15514,ISN93 geocentric to geog3D,conversion,,,,,1120,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15515,ISN93 geog3D to geog2D,conversion,,,,,1120,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15516,JGD2000 geocentric to geog3D,conversion,,,,,1129,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15517,JGD2000 geog3D to geog2D,conversion,,,,,1129,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15518,LKS92 geocentric to geog3D,conversion,,,,,1139,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15519,LKS92 geog3D to geog2D,conversion,,,,,1139,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15520,LKS94 geocentric to geog3D,conversion,,,,,1145,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15521,LKS94 geocentric to geog3D,conversion,,,,,1145,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15522,Moznet geocentric to geog3D,conversion,,,,,1167,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15523,Moznet geog3D to geog2D,conversion,,,,,1167,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15524,NAD83(CSRS) geocentric to geog3D,conversion,,,,,1061,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2007-05-29,2005.49,1,0
-15525,NAD83(CSRS) geog3D to geog2D,conversion,,,,,1061,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2007-05-29,2005.49,1,0
-15526,NAD83(HARN) geocentric to geog3D,conversion,,,,,1337,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2004.75 2005.49,1,0
-15527,NAD83(HARN) geog3D to geog2D,conversion,,,,,1337,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2004.75 2005.49,1,0
-15528,NZGD2000 geocentric to geog3D,conversion,,,,,1175,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15529,NZGD2000 geog3D to geog2D,conversion,,,,,1175,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15530,POSGAR 98 geocentric to geog3D,conversion,,,,,1033,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15531,POSGAR 98 geog3D to geog2D,conversion,,,,,1033,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15532,REGVEN geocentric to geog3D,conversion,,,,,1251,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15533,REGVEN geog3D to geog2D,conversion,,,,,1251,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15534,RGF93 geocentric to geog3D,conversion,,,,,1096,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15535,RGF93 geog3D to geog2D,conversion,,,,,1096,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15536,RGFG95 geocentric to geog3D,conversion,,,,,1097,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15537,RGFG95 geog3D to geog2D,conversion,,,,,1097,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15538,RGNC91-93 geocentric to geog3D,conversion,,,,,1174,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2006-07-26,2005.49 2006.62,1,0
-15539,RGNC91-93 geog3D to geog2D,conversion,,,,,1174,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2006-07-26,2005.49 2006.62,1,0
-15540,RGR92 geocentric to geog3D,conversion,,,,,1196,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15541,RGR92 geog3D to geog2D,conversion,,,,,1196,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15542,RRAF 1991 geocentric to geog3D,conversion,,,,,2824,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15543,RRAF 1991 geog3D to geog2D,conversion,,,,,2824,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15544,SIRGAS geocentric to geog3D,conversion,,,,,3448,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2006-07-29,2005.49 2006.465,1,0
-15545,SIRGAS geog3D to geog2D,conversion,,,,,3448,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2006-07-29,2005.49 2006.465,1,0
-15546,SWEREF99 geocentric to geog3D,conversion,,,,,1225,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15547,SWEREF99 geog3D to geog2D,conversion,,,,,1225,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15548,WGS 84 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15549,WGS 84 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15550,Yemen NGN96 geocentric to geog3D,conversion,,,,,1257,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2006-08-25,2005.49 2006.81,1,0
-15551,Yemen NGN96 geog3D to geog2D,conversion,,,,,1257,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2006-08-25,2005.49 2006.81,1,0
-15552,IGM95 geocentric to geog3D,conversion,,,,,1127,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15553,IGM95 geog3D to geog2D,conversion,,,,,1127,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15554,WGS 72 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15555,WGS 72 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15556,WGS 72BE geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15557,WGS 72BE geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15558,SIRGAS 2000 geocentric to geog3D,conversion,,,,,3418,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2006-07-21,2005.49 2006.465,1,0
-15559,SIRGAS 2000 geog3D to geog2D,conversion,,,,,3418,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2006-07-21,2005.49 2006.465,1,0
-15560,Lao 1993 geocentric to geog3D,conversion,,,,,1138,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15561,Lao 1993 geog3D to geog2D,conversion,,,,,1138,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15562,Lao 1997 geocentric to geog3D,conversion,,,,,1138,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15563,Lao 1997 geog3D to geog2D,conversion,,,,,1138,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15564,PRS92 geocentric to geog3D,conversion,,,,,1190,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15565,PRS92 geog3D to geog2D,conversion,,,,,1190,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15566,MAGNA-SIRGAS geocentric to geog3D,conversion,,,,,1070,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15567,MAGNA-SIRGAS geog3D to geog2D,conversion,,,,,1070,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15568,RGPF geocentric to geog3D,conversion,,,,,1098,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-08-12,,1,0
-15569,RGPF geog3D to geog2D,conversion,,,,,1098,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-08-12,,1,0
-15570,POSGAR 94 geocentric to geog3D,conversion,,,,,1033,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,,1,0
-15571,POSGAR 94 geog3D to geog2D,conversion,,,,,1033,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,,1,0
-15572,Korean 2000 geocentric to geog3D,conversion,,,,,1135,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-01-30,,1,0
-15573,Korean 2000 geog3D to geog2D,conversion,,,,,1135,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-01-30,,1,0
-15574,Mauritania 1999 geocentric to geog3D,conversion,,,,,1157,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-03-16,,1,0
-15575,Mauritania 1999 geog3D to geog2D,conversion,,,,,1157,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-03-16,,1,0
-15576,PZ-90 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-02-03,,1,0
-15577,PZ-90 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-02-03,,1,0
-15578,GDM2000 geocentric to geog3D,conversion,,,,,1151,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-03-16,,1,0
-15579,GDM2000 geog3D to geog2D,conversion,,,,,1151,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-03-16,,1,0
-15580,GR96 geocentric to geog3D,conversion,,,,,1107,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-06-12,,1,0
-15581,GR96 geog3D to geog2D,conversion,,,,,1107,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-06-12,,1,0
-15582,LGD2006 geocentric to geog3D,conversion,,,,,1143,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-08-25,,1,0
-15583,LGD2006 geog3D to geog2D,conversion,,,,,1143,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-08-25,,1,0
-15584,DGN95 geocentric to geog3D,conversion,,,,,1122,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-08-25,,1,0
-15585,DGN95 geog3D to geog2D,conversion,,,,,1122,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-08-25,,1,0
-15586,JAD2001 geocentric to geog3D,conversion,,,,,1128,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2007-01-19,,1,0
-15587,JAD2001 geog3D to geog2D,conversion,,,,,1128,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2007-01-19,,1,0
-15588,NAD83(NSRS2007) geocentric to geog3D,conversion,,,,,1511,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2007-03-13,,1,0
-15589,NAD83(NSRS2007) geog3D to geog2D,conversion,,,,,1511,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2007-03-13,,1,0
-15590,WGS 66 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2007-03-25,,1,0
-15591,WGS 66 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2007-03-25,,1,0
-15596,Tokyo + JSLD to WGS 84 (7),transformation,7414,4979,GSI-Jpn 452142,7,2426,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15597,Tokyo + JSLD to WGS 84 (8),transformation,7414,4979,GSI-Jpn 444141,8,2427,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15598,Tokyo + JSLD to WGS 84 (9),transformation,7414,4979,GSI-Jpn 444142,9,2428,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15599,Tokyo + JSLD to WGS 84 (10),transformation,7414,4979,GSI-Jpn 440141,10,2429,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15600,Tokyo + JSLD to WGS 84 (11),transformation,7414,4979,GSI-Jpn 440142,11,2430,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15601,Tokyo + JSLD to WGS 84 (12),transformation,7414,4979,GSI-Jpn 440143,12,2431,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15602,Tokyo + JSLD to WGS 84 (13),transformation,7414,4979,GSI-Jpn 440144,13,2432,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15603,Tokyo + JSLD to WGS 84 (14),transformation,7414,4979,GSI-Jpn 432141,14,2433,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15604,Tokyo + JSLD to WGS 84 (15),transformation,7414,4979,GSI-Jpn 432142,15,2434,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15605,Tokyo + JSLD to WGS 84 (16),transformation,7414,4979,GSI-Jpn 432143,16,2435,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15606,Tokyo + JSLD to WGS 84 (17),transformation,7414,4979,GSI-Jpn 432144,17,2436,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15607,Tokyo + JSLD to WGS 84 (18),transformation,7414,4979,GSI-Jpn 432145,18,2437,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15608,Tokyo + JSLD to WGS 84 (19),transformation,7414,4979,GSI-Jpn 424140,19,2438,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15609,Tokyo + JSLD to WGS 84 (20),transformation,7414,4979,GSI-Jpn 424141,20,2439,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15610,Tokyo + JSLD to WGS 84 (21),transformation,7414,4979,GSI-Jpn 424142,21,2440,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15611,Tokyo + JSLD to WGS 84 (22),transformation,7414,4979,GSI-Jpn 424143,22,2441,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15612,Tokyo + JSLD to WGS 84 (23),transformation,7414,4979,GSI-Jpn 424144,23,2442,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15613,Tokyo + JSLD to WGS 84 (24),transformation,7414,4979,GSI-Jpn 424145,24,2443,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15614,Tokyo + JSLD to WGS 84 (25),transformation,7414,4979,GSI-Jpn 420139,25,2444,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15615,Tokyo + JSLD to WGS 84 (26),transformation,7414,4979,GSI-Jpn 420140,26,2445,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15616,Tokyo + JSLD to WGS 84 (27),transformation,7414,4979,GSI-Jpn 420141,27,2446,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15617,Tokyo + JSLD to WGS 84 (28),transformation,7414,4979,GSI-Jpn 420142,28,2447,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15618,Tokyo + JSLD to WGS 84 (29),transformation,7414,4979,GSI-Jpn 420143,29,2448,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15619,Tokyo + JSLD to WGS 84 (30),transformation,7414,4979,GSI-Jpn 412140,30,2449,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15620,Tokyo + JSLD to WGS 84 (31),transformation,7414,4979,GSI-Jpn 412141,31,2450,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15621,Tokyo + JSLD to WGS 84 (32),transformation,7414,4979,GSI-Jpn 404140,32,2451,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15622,Tokyo + JSLD to WGS 84 (33),transformation,7414,4979,GSI-Jpn 404141,33,2452,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15623,Tokyo + JSLD to WGS 84 (34),transformation,7414,4979,GSI-Jpn 400139,34,2453,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15624,Tokyo + JSLD to WGS 84 (35),transformation,7414,4979,GSI-Jpn 400140,35,2454,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15625,Tokyo + JSLD to WGS 84 (36),transformation,7414,4979,GSI-Jpn 400141,36,2455,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15626,Tokyo + JSLD to WGS 84 (37),transformation,7414,4979,GSI-Jpn 392139,37,2456,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15627,Tokyo + JSLD to WGS 84 (38),transformation,7414,4979,GSI-Jpn 392140,38,2457,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15628,Tokyo + JSLD to WGS 84 (39),transformation,7414,4979,GSI-Jpn 392141,39,2458,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15629,Tokyo + JSLD to WGS 84 (40),transformation,7414,4979,GSI-Jpn 384139,40,2459,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15630,Tokyo + JSLD to WGS 84 (41),transformation,7414,4979,GSI-Jpn 384140,41,2460,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15631,Tokyo + JSLD to WGS 84 (42),transformation,7414,4979,GSI-Jpn 384141,42,2461,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15632,Tokyo + JSLD to WGS 84 (43),transformation,7414,4979,GSI-Jpn 380139,43,2462,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15633,Tokyo + JSLD to WGS 84 (44),transformation,7414,4979,GSI-Jpn 380140,44,2463,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15634,Tokyo + JSLD to WGS 84 (45),transformation,7414,4979,GSI-Jpn 380141,45,2464,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15635,Tokyo + JSLD to WGS 84 (46),transformation,7414,4979,GSI-Jpn 372136,46,2465,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15636,Tokyo + JSLD to WGS 84 (47),transformation,7414,4979,GSI-Jpn 372137,47,2466,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15637,Tokyo + JSLD to WGS 84 (48),transformation,7414,4979,GSI-Jpn 372138,48,2467,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15638,Tokyo + JSLD to WGS 84 (49),transformation,7414,4979,GSI-Jpn 372139,49,2468,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15639,Tokyo + JSLD to WGS 84 (50),transformation,7414,4979,GSI-Jpn 372140,50,2469,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15640,Tokyo + JSLD to WGS 84 (51),transformation,7414,4979,GSI-Jpn 372141,51,2470,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15641,Tokyo + JSLD to WGS 84 (52),transformation,7414,4979,GSI-Jpn 364136,52,2471,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15642,Tokyo + JSLD to WGS 84 (53),transformation,7414,4979,GSI-Jpn 364137,53,2472,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15643,Tokyo + JSLD to WGS 84 (54),transformation,7414,4979,GSI-Jpn 364138,54,2473,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15644,Tokyo + JSLD to WGS 84 (55),transformation,7414,4979,GSI-Jpn 364139,55,2474,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15645,Tokyo + JSLD to WGS 84 (56),transformation,7414,4979,GSI-Jpn 364140,56,2475,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15646,Tokyo + JSLD to WGS 84 (57),transformation,7414,4979,GSI-Jpn 360136,57,2476,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15647,Tokyo + JSLD to WGS 84 (58),transformation,7414,4979,GSI-Jpn 360137,58,2477,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15648,Tokyo + JSLD to WGS 84 (59),transformation,7414,4979,GSI-Jpn 360138,59,2478,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15649,Tokyo + JSLD to WGS 84 (60),transformation,7414,4979,GSI-Jpn 360139,60,2479,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15650,Tokyo + JSLD to WGS 84 (61),transformation,7414,4979,GSI-Jpn 360140,61,2480,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15651,Tokyo + JSLD to WGS 84 (62),transformation,7414,4979,GSI-Jpn 352132,62,2481,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15652,Tokyo + JSLD to WGS 84 (63),transformation,7414,4979,GSI-Jpn 352133,63,2482,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15653,Tokyo + JSLD to WGS 84 (64),transformation,7414,4979,GSI-Jpn 352134,64,2483,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15654,Tokyo + JSLD to WGS 84 (65),transformation,7414,4979,GSI-Jpn 352135,65,2484,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15655,Tokyo + JSLD to WGS 84 (66),transformation,7414,4979,GSI-Jpn 352136,66,2485,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15656,Tokyo + JSLD to WGS 84 (67),transformation,7414,4979,GSI-Jpn 352137,67,2486,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15657,Tokyo + JSLD to WGS 84 (68),transformation,7414,4979,GSI-Jpn 352138,68,2487,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15658,Tokyo + JSLD to WGS 84 (69),transformation,7414,4979,GSI-Jpn 352139,69,2488,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15659,Tokyo + JSLD to WGS 84 (70),transformation,7414,4979,GSI-Jpn 352140,70,2489,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15660,Tokyo + JSLD to WGS 84 (71),transformation,7414,4979,GSI-Jpn 344132,71,2490,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15661,Tokyo + JSLD to WGS 84 (72),transformation,7414,4979,GSI-Jpn 344133,72,2491,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15662,Tokyo + JSLD to WGS 84 (73),transformation,7414,4979,GSI-Jpn 344134,73,2492,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15663,Tokyo + JSLD to WGS 84 (74),transformation,7414,4979,GSI-Jpn 344135,74,2493,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15664,Tokyo + JSLD to WGS 84 (75),transformation,7414,4979,GSI-Jpn 344136,75,2494,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15665,Tokyo + JSLD to WGS 84 (76),transformation,7414,4979,GSI-Jpn 344137,76,2495,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15666,Tokyo + JSLD to WGS 84 (77),transformation,7414,4979,GSI-Jpn 344138,77,2496,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15667,Tokyo + JSLD to WGS 84 (78),transformation,7414,4979,GSI-Jpn 344139,78,2497,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15668,Tokyo + JSLD to WGS 84 (79),transformation,7414,4979,GSI-Jpn 344140,79,2498,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15669,Tokyo + JSLD to WGS 84 (80),transformation,7414,4979,GSI-Jpn 340130,80,2499,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15670,Tokyo + JSLD to WGS 84 (81),transformation,7414,4979,GSI-Jpn 340131,81,2500,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15671,Tokyo + JSLD to WGS 84 (82),transformation,7414,4979,GSI-Jpn 340132,82,2501,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15672,Tokyo + JSLD to WGS 84 (83),transformation,7414,4979,GSI-Jpn 340133,83,2502,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15673,Tokyo + JSLD to WGS 84 (84),transformation,7414,4979,GSI-Jpn 340134,84,2503,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15674,Tokyo + JSLD to WGS 84 (85),transformation,7414,4979,GSI-Jpn 340135,85,2504,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15675,Tokyo + JSLD to WGS 84 (86),transformation,7414,4979,GSI-Jpn 340136,86,2505,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15676,Tokyo + JSLD to WGS 84 (87),transformation,7414,4979,GSI-Jpn 340137,87,2506,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15677,Tokyo + JSLD to WGS 84 (88),transformation,7414,4979,GSI-Jpn 340138,88,2507,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15678,Tokyo + JSLD to WGS 84 (89),transformation,7414,4979,GSI-Jpn 332129,89,2508,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15679,Tokyo + JSLD to WGS 84 (90),transformation,7414,4979,GSI-Jpn 332130,90,2509,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15680,Tokyo + JSLD to WGS 84 (91),transformation,7414,4979,GSI-Jpn 332131,91,2510,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15681,Tokyo + JSLD to WGS 84 (92),transformation,7414,4979,GSI-Jpn 332132,92,2511,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15682,Tokyo + JSLD to WGS 84 (93),transformation,7414,4979,GSI-Jpn 332133,93,2512,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15683,Tokyo + JSLD to WGS 84 (94),transformation,7414,4979,GSI-Jpn 332134,94,2513,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15684,Tokyo + JSLD to WGS 84 (95),transformation,7414,4979,GSI-Jpn 332135,95,2514,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15685,Tokyo + JSLD to WGS 84 (96),transformation,7414,4979,GSI-Jpn 332136,96,2515,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15686,Tokyo + JSLD to WGS 84 (97),transformation,7414,4979,GSI-Jpn 324129,97,2516,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15687,Tokyo + JSLD to WGS 84 (98),transformation,7414,4979,GSI-Jpn 324130,98,2517,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15688,Tokyo + JSLD to WGS 84 (99),transformation,7414,4979,GSI-Jpn 324131,99,2518,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15689,Tokyo + JSLD to WGS 84 (100),transformation,7414,4979,GSI-Jpn 324132,100,2519,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15690,Tokyo + JSLD to WGS 84 (101),transformation,7414,4979,GSI-Jpn 324133,101,2520,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15691,Tokyo + JSLD to WGS 84 (102),transformation,7414,4979,GSI-Jpn 324134,102,2521,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15692,Tokyo + JSLD to WGS 84 (103),transformation,7414,4979,GSI-Jpn 320130,103,2522,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15693,Tokyo + JSLD to WGS 84 (104),transformation,7414,4979,GSI-Jpn 320131,104,2523,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15694,Tokyo + JSLD to WGS 84 (105),transformation,7414,4979,GSI-Jpn 320132,105,2524,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15695,Tokyo + JSLD to WGS 84 (106),transformation,7414,4979,GSI-Jpn 312130,106,2525,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15696,Tokyo + JSLD to WGS 84 (107),transformation,7414,4979,GSI-Jpn 312131,107,2526,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15697,Tokyo + JSLD to WGS 84 (6),transformation,7414,4979,GSI-Jpn 452141,6,2425,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
-15698,ITRF2000 to ITRF2005 (1),transformation,4919,4896,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 2000.0. Rates dX=0.0002 m/yr, dy=-0.0001 m/yr, dZ=0.0018 m/yr, rX=rY=rZ=0.0""/yr, dS=-0.00008 ppm/yr.",International Earth Rotation Service (IERS). http://itrf.ensg.ign.fr/ITRF_solutions/2005/tp_05-00.php,OGP,2007-01-20,,1,0
-15699,NAD27 to WGS 84 (87),transformation,4267,4326,JECA-Mex GoM CamS,87,3462,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,"Developed by John E Chance and Associates at 19 deg 44 min North, 92 deg 21 min West. Geoid height used =-13.34m.",Fugro Chance,OGP,2006-09-28,,1,0
-15700,Gulshan 303 to WGS 84 (1),transformation,4682,4326,SB-BGD,1,1041,Oil exploration.,1,9603,,,Derived at origin station in Dhaka.,IGN Paris.,EPSG,2004-10-14,,1,1
-15701,Kalianpur 1962 to WGS 84 (2),transformation,4145,4326,TFE-Pak Indus,2,2985,Oil exploration.,1,9603,,,Derived at Geodetic Survey office in Karachi in 1997.,Total,EPSG,2004-10-14,,1,0
-15702,Kalianpur 1962 to WGS 84 (3),transformation,4145,4326,utp-Pak Badin,3,2984,Oil exploration.,3,9603,,,"Derived at station S0001, an approximate offset to Survey of India primary station Kat Baman, in 1992 from 180 single point Transit passes observed in 1991 by Fugro-Geodetic for UTP.",BP,EPSG,2004-10-14,,1,0
-15703,Kalianpur 1962 to WGS 84 (4),transformation,4145,4326,utp-Pak Karachi,4,2982,Oil exploration.,3,9603,,,Derived at Chitrawala triangulation station by Fugro-Geodetic for UTP.,BP,EPSG,2004-10-14,,1,0
-15704,Kalianpur 1962 to WGS 84 (5),transformation,4145,4326,utp-Pak E Sind,5,2983,Oil exploration.,3,9606,,,Derived by Western Geophysical for UTP 1996 East Sind 2D survey.,Arco,EPSG,2004-10-14,,1,0
-15705,Minna to WGS 84 (12),transformation,4263,4326,WGC-Nga 211,12,1717,Oil industry exploration.,5,9606,,,Derived via WGS 72(BE). Minna to WGS 72(BE) transformation derived in 1981 for Mobil E&P Nigeria (MEPCON) by Geodetic Survey through Transit translocation at six stations in southern Nigeria. Used by MEPCON in blocks OPL 215 and 221.,,EPSG,2004-10-30,,1,0
-15706,Minna to WGS 84 (13),transformation,4263,4326,Elf-Nga,13,1717,Oil industry exploration.,5,9603,,,Used by Elf in Blocks OPL 222 and OPL 223 and by Mobil in 1994,,EPSG,2004-10-29,,1,0
-15707,ELD79 to WGS 84 (6),transformation,4159,4326,PCan-Lby Amal,6,2987,Oil exploration and production,10,9603,,,"Used by Petrocanada and previous licence holders in Amal field, concession 12.",PetroCanada,EPSG,2004-11-02,,1,0
-15708,PRS92 to WGS 84 (1),transformation,4683,4326,CGS-Phl,1,1190,Accuracy: 1-10 parts per million.,0.05,9607,,,Derived during GPS campaign which established PRS92 coordinates at 330 first order stations.,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",EPSG,2004-12-24,,1,0
-15709,Nouakchott 1965 to WGS 84 (1),transformation,4680,4326,IGN-Mau,1,2972,Oil exploration.,5,9603,,,Derived by IGN in 1992 at 7 stations within Nouakchott city.,IGN Paris.,EPSG,2005-01-26,,1,0
-15710,Aratu to WGS 84 (10),transformation,4208,4326,PB-Bra Campos,10,2963,Oil exploration.,5,9603,,,Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.,PetroBras,EPSG,2005-02-05,,1,0
-15711,Aratu to WGS 84 (11),transformation,4208,4326,PB-Bra Santos,11,2962,Oil exploration.,5,9603,,,Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.,PetroBras,EPSG,2005-02-05,,1,0
-15712,Aratu to WGS 84 (12),transformation,4208,4326,PB-Bra EspS,12,2964,Oil exploration.,5,9603,,,Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.,PetroBras,EPSG,2005-02-05,,1,0
-15713,Gan 1970 to WGS 84 (1),transformation,4684,4326,NIMA-Mdv,1,1152,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-15714,Bogota 1975 to MAGNA-SIRGAS (1),transformation,4218,4686,IGAC-Col CF reg 1,1,3082,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15715. See Bogota 1975 to MAGNA-SIRGAS (9), tfm code 15730, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15715,Bogota 1975 to WGS 84 (3),transformation,4218,4326,EPSG-Col reg 1,3,3082,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (1) (tfm code 15714).,EPSG,EPSG,2005-04-14,,1,0
-15716,Bogota 1975 to MAGNA-SIRGAS (2),transformation,4218,4686,IGAC-Col CF reg 2,2,3083,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15717. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15731, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15717,Bogota 1975 to WGS 84 (4),transformation,4218,4326,EPSG-Col reg 2,4,3083,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (2) (tfm code 15716).,EPSG,EPSG,2005-04-14,,1,0
-15718,Bogota 1975 to MAGNA-SIRGAS (3),transformation,4218,4686,IGAC-Col CF reg 3,3,3084,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15719. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15732, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15719,Bogota 1975 to WGS 84 (5),transformation,4218,4326,EPSG-Col reg 3,5,3084,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (3) (tfm code 15718).,EPSG,EPSG,2005-04-14,,1,0
-15720,Bogota 1975 to MAGNA-SIRGAS (4),transformation,4218,4686,IGAC-Col CF reg 4,4,3085,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15721. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15733, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15721,Bogota 1975 to WGS 84 (6),transformation,4218,4326,EPSG-Col reg 4,6,3085,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (4) (tfm code 15720).,EPSG,EPSG,2005-04-14,,1,0
-15722,Bogota 1975 to MAGNA-SIRGAS (5),transformation,4218,4686,IGAC-Col CF reg 5,5,3086,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15723. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15734, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15723,Bogota 1975 to WGS 84 (7),transformation,4218,4326,EPSG-Col reg 5,7,3086,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (5) (tfm code 15722).,EPSG,EPSG,2005-04-14,,1,0
-15724,Bogota 1975 to MAGNA-SIRGAS (6),transformation,4218,4686,IGAC-Col CF reg 6,6,3087,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15725. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15735, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15725,Bogota 1975 to WGS 84 (8),transformation,4218,4326,EPSG-Col reg 6,8,3087,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (6) (tfm code 15724).,EPSG,EPSG,2005-04-14,,1,0
-15726,Bogota 1975 to MAGNA-SIRGAS (7),transformation,4218,4686,IGAC-Col CF reg 7,7,3088,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15727. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15736, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15727,Bogota 1975 to WGS 84 (9),transformation,4218,4326,EPSG-Col reg 7,9,3088,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (7) (tfm code 15726).,EPSG,EPSG,2005-04-14,,1,0
-15728,Bogota 1975 to MAGNA-SIRGAS (8),transformation,4218,4686,IGAC-Col CF reg 8,8,3089,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15729. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15737, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15729,Bogota 1975 to WGS 84 (10),transformation,4218,4326,EPSG-Col reg 8,10,3089,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (8) (tfm code 15728).,EPSG,EPSG,2005-04-14,,1,0
-15730,Bogota 1975 to MAGNA-SIRGAS (9),transformation,4218,4686,IGAC-Col MB reg 1,9,3082,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (1), tfm code 15714.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15731,Bogota 1975 to MAGNA-SIRGAS (10),transformation,4218,4686,IGAC-Col MB reg 2,10,3083,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (2), tfm code 15716.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15732,Bogota 1975 to MAGNA-SIRGAS (11),transformation,4218,4686,IGAC-Col MB reg 3,11,3084,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (3), tfm code 15718.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15733,Bogota 1975 to MAGNA-SIRGAS (12),transformation,4218,4686,IGAC-Col MB reg 4,12,3085,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (4), tfm code 15720.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15734,Bogota 1975 to MAGNA-SIRGAS (13),transformation,4218,4686,IGAC-Col MB reg 5,13,3086,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (5), see tfm code 15722.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15735,Bogota 1975 to MAGNA-SIRGAS (14),transformation,4218,4686,IGAC-Col MB reg 6,14,3087,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (6), tfm code 15724.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15736,Bogota 1975 to MAGNA-SIRGAS (15),transformation,4218,4686,IGAC-Col MB reg 7,15,3088,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (7), tfm code 15726.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15737,Bogota 1975 to MAGNA-SIRGAS (16),transformation,4218,4686,IGAC-Col MB reg 8,16,3089,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (8), tfm code 15728.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
-15738,MAGNA-SIRGAS to WGS 84 (1),transformation,4686,4326,EPSG,1,1070,MAGNA-SIRGAS is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,EPSG,EPSG,2005-04-14,,1,0
-15739,Amersfoort to ETRS89 (3),transformation,4289,4258,NCG-Nld 2004,3,1275,Accuracy 0.5m,0.5,9607,,,Replaces Amersfoort to ETRS89 (1) (tfm code 1751). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 15740.,Nederlandse Commissie voor Geodesie (NCG).,EPSG,2007-03-22,2007.043,1,0
-15740,Amersfoort to ETRS89 (4),transformation,4289,4258,NCG-Nld 2004,4,1275,Accuracy 0.5m,0.5,9636,,,Replaces Amersfoort to ETRS89 (2) (tfm code 1066). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 15739.,Nederlandse Commissie voor Geodesie (NCG).,EPSG,2007-03-22,2007.043,1,0
-15741,Deir ez Zor to WGS 84 (2),transformation,4227,4326,Elf-Syr Deir 1991,2,2329,Oil exploration. Accuracy 5m.,5,9603,,,Derived by Elf in 1991 from tfm code 1584 concatenated with a tfm from WGS72BE to WGS84.,Total,EPSG,2005-05-01,,1,0
-15742,Deir ez Zor to WGS 84 (5),transformation,4227,4326,CGG-Syr Isba,5,1227,Oil exploration. Accuracy 5m.,5,9603,,,Derived for 1998 Omar seismic survey and used in 2000 for El Isba seismic survey.,Total,EPSG,2005-05-01,,1,0
-15743,Deir ez Zor to WGS 84 (6),transformation,4227,4326,Tot-Syr Deir 2005,6,2329,Oil exploration. Accuracy 0.5m.,0.5,9606,,,"Derived 2005 at 5 triangulation stations and using (EGM96 geoid model +1.15m). Used by Total/DEZPC for Jafra and Mazraa seismic surveys. Can be approximated using geocentric translations of dX=-190.6m, dY=+8.8m, dZ=+239.6m.",Total,EPSG,2005-05-01,,1,0
-15744,UKOOA P6/98 seismic bin grid to WGS 84 / UTM zone 31N (1),transformation,5818,32631,EPSG P6,1,1263,Example only.,0,9666,,,"As this transformation defines the relationship between the seismic bin grid and the map grid, its accuracy is 0, i.e. there is no loss of positional accuracy through applying the transformation.","UKOOA Data Exchange Format P6/98 ""Definition of 3D Seismic Binning Grids"".",EPSG,2006-10-13,2006.89,1,0
-15745,ED50(ED77) to WGS 84 (6),transformation,4154,4326,Tot-Irn Spars,6,3140,Petroleum Exploration and Production.,0.2,9603,,,Derived in Tombak district in March 2005. Used for South Pars phase 11.,Total,EPSG,2005-08-17,,1,0
-15746,Nakhl-e Ghanem to WGS 84 (6),transformation,4693,4326,TFE-Irn Tombak,6,3141,Petroleum Exploration and Production.,0.2,9603,,,Derived in Tombak district in March 2005. Used for South Pars phase 11 and Pars LNG plants.,Total,EPSG,2005-08-17,,1,0
-15747,Tombak LNG Plant Grid to Nakhl-e Ghanem / UTM zone 39N (1),transformation,5817,3307,Tot-Irn,1,3141,Engineering survey.,0,9621,,,,Total,EPSG,2006-10-13,2006.89,1,0
-15748,BD72 to ETRS89 (2),transformation,4313,4258,IGN-Bel 0.2m,2,1044,For applications to an accuracy of 0.2 metre.,0.2,9607,,,May be taken as approximate transformation BD72 to WGS 84 - see code 15749. Scale difference is given by information source as 1.0000012747. Given in this record in ppm to assist application usage.,IGN Brussels www.ngi.be,EPSG,2006-07-30,2006.55,1,1
-15749,BD72 to WGS 84 (3),transformation,4313,4326,IGN-Bel 0.2m,3,1044,For applications to an accuracy of 0.5 metre.,0.2,9607,,,Parameter values from BD72 to ETRS89 (2) (code 15748). Scale difference is given by information source as 1.0000012747. Given in this record in ppm to assist application usage.,IGN Brussels www.ngi.be,EPSG,2006-07-23,2006.55,1,1
-15750,St. Kitts 1955 to WGS 84 (2),transformation,4605,4326,NIMA-Kna,2,1200,"For military purposes. Accuracy 25m in each of X, Y and Z axes.",44,9603,,,Dereived at 2 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.46,1,0
-15751,Reunion 1947 to WGS 84 (2),transformation,4626,4326,IGN-Reu 30m,2,1196,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,IGN (in 2005). Also U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2006-02-07,2005.46 2005.71,1,0
-15752,ED79 to WGS 84 (1),transformation,4668,4326,NIMA-Eur,1,3111,For military purposes. Accuracy 3m in each axis.,6,9603,,,Derived at 22 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.46,1,0
-15753,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,1,9651,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where U=(latitude - 55) degrees and V=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,EPSG,2005-05-30,,1,0
-15754,Aratu to WGS 84 (1),transformation,4208,4326,PB-Bra BC BS ES,1,2307,Oil exploration.,10,9603,,,Mean for 3 basins. See Aratu to WGS 84 (10) through (12) (codes 15710-12) for transformations for individual basins.,Petrobras.,EPSG,2005-02-05,,1,0
-15755,Minna to WGS 84 (14),transformation,4263,4326,Elf-Nga-OML58,14,3113,Oil industry exploration and production. Accuracy 0.5m.,0.5,9603,,,Derived in 1995 at unspecified DMA ADOS stations and Racal stations M101 and ZVS3003. Used by Elf in onshore Blocks OML 58.,Total,EPSG,2005-08-03,,1,0
-15756,Tahiti 79 to RGPF (1),transformation,4690,4687,IGN-Pyf,1,3124,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation Tahiti 79 to WGS 84 - see code 15768.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-15757,Moorea 87 to RGPF (1),transformation,4691,4687,IGN-Pyf,1,3125,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation Moorea 87 to WGS 84 - see code 15769.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-15758,Tahaa 54 to RGPF (1),transformation,4629,4687,IGN-Pyf,1,2812,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation Tahaa 54 to WGS 84 - see code 15770.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-15759,Maupiti 83 to RGPF (1),transformation,4692,4687,IGN-Pyf,1,3126,Accuracy +/- 0.5 metre.,0.5,9603,,,May be taken as approximate transformation Maupiti 83 to WGS 84 - see code 15771.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-15760,Fatu Iva 72 to RGPF (1),transformation,4688,4687,IGN-Pyf,1,3133,Accuracy +/- 1 to 2 metres.,2,9607,,,May be taken as approximate transformation Fatu Iva 72 to WGS 84 - see code 15772.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-15761,IGN63 Hiva Oa to RGPF (1),transformation,4689,4687,IGN-Pyf HivaOa,1,3131,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation IGN63 Hiva Oa to WGS 84 - see code 15773.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-15762,IGN63 Hiva Oa to RGPF (2),transformation,4689,4687,IGN-Pyf Tahuata,2,3132,Accuracy +/- 1 to 2 metres.,2,9607,,,May be taken as approximate transformation IGN63 Hiva Oa to WGS 84 - see code 15774.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-15763,IGN72 Nuku Hiva to RGPF (1),transformation,4630,4687,IGN-Pyf NukuHiva,1,2810,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation IGN72 Nuku Hiva to WGS 84 - see code 15775.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-15764,IGN72 Nuku Hiva to RGPF (2),transformation,4630,4687,IGN-Pyf UaHuka,2,3127,Accuracy +/- 1 to 2 metres.,2,9607,,,May be taken as approximate transformation IGN72 Nuku Hiva to WGS 84 - see code 15776.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-15765,IGN72 Nuku Hiva to RGPF (3),transformation,4630,4687,IGN-Pyf UaPou,3,3128,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation IGN72 Nuku Hiva to WGS 84 - see code 15777.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-15766,RGPF to WGS 84 (1),transformation,4999,4979,IGN-Pyf,1,1098,Accuracy +/- 0.5 metre (to original definition of WGS 84 - see remarks).,0.5,9607,,,"Transformation is to original definition of WGS 84. It is consistent with later WGS 84 realisations G730, G873 and G1150 to no better than 1m.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",EPSG,2005-08-12,,1,1
-15767,RGPF to WGS 84 (2),transformation,4999,4979,EPSG-Pyf,2,1098,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84.,EPSG,EPSG,2005-08-12,,1,1
-15768,Tahiti 79 to WGS 84 (1),transformation,4690,4687,EPSG-Pyf,1,3124,Accuracy +/- 1 metre.,1,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Tahiti 79 to RGPF (1) (tfm code 15756).,EPSG,EPSG,2005-08-12,,1,0
-15769,Moorea 87 to WGS 84 (1),transformation,4691,4326,EPSG-Pyf,1,3125,Accuracy +/- 1 metre.,1,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Moorea 87 to RGPF (1) (tfm code 15757).,EPSG,EPSG,2005-08-12,,1,0
-15770,Tahaa 54 to WGS 84 (2),transformation,4629,4326,EPSG-Pyf,2,2812,Accuracy +/- 1 metre.,1,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Tahaa 54 to RGPF (1) (tfm code 15758).,EPSG,EPSG,2005-08-12,,1,0
-15771,Maupiti 83 to WGS 84 (1),transformation,4692,4326,EPSG-Pyf,1,3126,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Maupiti 83 to RGPF (1) (tfm code 15759).,EPSG,EPSG,2005-08-12,,1,0
-15772,Fatu Iva 72 to WGS 84 (1),transformation,4688,4326,EPSG-Pyf,1,3133,Accuracy +/- 2 metres.,2,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Fatu Iva 72 to RGPF (1) (tfm code 15760).,EPSG,EPSG,2005-08-12,,1,0
-15773,IGN63 Hiva Oa to WGS 84 (1),transformation,4689,4326,EPSG-Pyf HivaOa,1,3131,Accuracy +/- 1 metre.,2,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN63 Hiva Oa to RGPF (1) (tfm code 15761).,EPSG,EPSG,2005-08-12,,1,0
-15774,IGN63 Hiva Oa to WGS 84 (2),transformation,4689,4326,EPSG-Pyf Tahuata,2,3132,Accuracy +/- 2 metres.,2,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN63 Hiva Oa to RGPF (2) (tfm code 15762).,EPSG,EPSG,2005-08-12,,1,0
-15775,IGN72 Nuku Hiva to WGS 84 (2),transformation,4630,4326,EPSG-Pyf NukuHiva,1,2810,Accuracy +/- 1 metre.,1,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (1) (tfm code 15763).,EPSG,EPSG,2005-08-12,,1,0
-15776,IGN72 Nuku Hiva to WGS 84 (3),transformation,4630,4326,EPSG-Pyf UaHuka,2,3127,Accuracy +/- 2 metres.,2,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (2) (tfm code 15764).,EPSG,EPSG,2005-08-12,,1,0
-15777,IGN72 Nuku Hiva to WGS 84 (4),transformation,4630,4326,EPSG-Pyf UaPou,3,3128,Accuracy +/- 1 metre.,1,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (2) (tfm code 15765).,EPSG,EPSG,2005-08-12,,1,0
-15778,ELD79 to WGS 84 (7),transformation,4159,4326,Tot-Lby NC192,7,3142,Oil exploration and production.,0.5,9603,,,"Derived by Total at stations SDL 130-03, 04 and 05 in May 2005.",Total,EPSG,2005-08-30,,1,0
-15779,Gulshan 303 to WGS 84 (1),transformation,4682,4326,SB-Bgd,1,1041,Oil exploration.,1,9603,,,Derived at origin station in Dhaka. Source information given to 3 decimal places but rounded by EPSG to be commensurate with stated accuracy.,Survey of Bangadesh via IGN Paris and Tullow Oil.,EPSG,2007-02-06,2006.47 2007.015,1,0
-15780,POSGAR 94 to WGS 84 (1),transformation,4190,4326,EPSG-Arg,1,1033,Approximation at the +/- 1m level.,1,9603,,,,EPSG,EPSG,2005-09-12,,1,0
-15781,WGS 84 to EGM84 geoid (1),transformation,4979,5798,NGA-World,1,1262,Derivation of gravity-related heights from GPS observations.,1,9661,,,Replaced by WGS 84 to EGM96 geoid (1) (tfm code 10084).,US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/,EPSG,2007-03-22,2007.043,1,0
-15782,Campo Inchauspe to POSGAR 94 (1),transformation,4221,4694,IGM-Arg,1,1033,Accuracy 5m in each axis.,5,9603,,,Adopted from U.S. Defense Mapping Agency values for Campo Inchauspe to WGS 84 (tfm code 1127) assuming that POSGAR 94 is equivalent to WGS 84.,"Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",EPSG,2005-05-21,2005.20,1,0
-15783,IGN53 Mare to WGS 84 (2),transformation,4641,4326,IGN-Ncl Mare,2,2819,Accuracy 5 metres.,5,9603,,,,IGN Paris,OGP,2006-02-08,,1,1
-15784,Le Pouce 1934 to WGS 84 (1),transformation,4699,4326,UEL-Mus,1,3209,Accuracy 2m.,2,9603,,,Derived at 17 stations in 1994 by University of East London. Residuals less than 2m.,Ministry of Housing and Lands.,OGP,2006-01-16,,1,0
-15785,AGD84 to WGS 84 (9),transformation,4203,4326,OGP-Aus 1m,9,2576,1m accuracy.,1,9615,,,Transformation taken from AGD84 to GDA94 (5) (code 1804) assuming that GDA94 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4203 and 4326 have longitudes positive east.,OGP,OGP,2006-03-16,,1,0
-15786,AGD66 to WGS 84 (17),transformation,4202,4326,OGP-Aus 0.1m,17,2575,1m accuracy.,1,9615,,,Transformation taken from AGD66 to GDA94 (11) (code 1803) assuming that GDA94 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4202 and 4326 have longitudes positive east.,OGP,OGP,2006-03-16,,1,0
-15787,IGCB 1955 to WGS 84 (1),transformation,4701,4326,Tot-Cod,1,3171,Oil exploration. Accuracy 5m.,5,9603,,,Derived by Topnav in 1991 at station TSH 85.,Petrofina,OGP,2005-11-28,,1,0
-15788,AGD66 to WGS 84 (16),transformation,4202,4326,OGP-Aus 5m,16,2575,5m accuracy.,5,9603,,,Parameter values from AGD66 to GDA94 (1) (code 1278). Derived at 162 stations. Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2006-01-02,,1,0
-15789,AGD84 to WGS 84 (8),transformation,4203,4326,OGP-Aus 5m,8,2575,5m accuracy.,5,9603,,,Parameter values from AGD84 to GDA94 (1) (code 1280). Derived at 327 stations. Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2006-01-02,,1,0
-15790,Mhast (offshore) to WGS 72BE (1),transformation,4705,4324,CHV-Ago Cab,1,3180,Oil industry exploration and production between 1979 and 1987.,10,9603,,,Derived by Oceaneering for CABGOC in 1979. Mean of parameters derived by single point Transit translocation at 2 stations (Mongo Tando and N'To). Applied to single point Transit translocations at other stations to define Mhast (offshore) coordinates.,ChevronTexaco,OGP,2006-01-06,,1,0
-15791,Malongo 1987 to WGS 84 (3),transformation,4259,4326,CHV-Ago Cab87,3,3179,Oil industry exploration and production between September 1987 and April 1989.,10,9603,,,Derived via WGS 72BE by Geodetic for Chevron in 1987 by single point Transit translocation at 1 station (Malongo Y). Replaced in 1989 by Malongo 1987 to WGS 84 (1) (code 1330).,ChevronTexaco,OGP,2007-03-22,2007.043,1,0
-15792,Egypt Gulf of Suez S-650 TL to WGS 72BE (1),transformation,4706,4324,ESL-Egy GoS,1,2341,Oil industry exploration and production between 1980 and 1984.,5,9603,,,Derived by Egypt Surveys Limited through single point Transit translocation at 1 station (S-650).,Various industry sources,OGP,2006-01-11,,1,0
-15793,Barbados 1938 to WGS 84 (1),transformation,4212,4326,UKHO-Brb,1,1042,Accuracy 2.5m.,3,9603,,,"Derived at 2 stations (S40 and M1, St Annes Tower) in 2004.",UK Hydrographic Office,OGP,2006-01-26,,1,0
-15794,Cocos Islands 1965 to WGS 84 (1),transformation,4708,4326,DMA-Cck,1,1069,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15795,Tern Island 1961 to WGS 84 (1),transformation,4707,4326,DMA-Usa HI Tern,1,3181,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station. Same transformation parameter values related to same datum area given in original 1987 DMA TR8350.2 edition for Sorol Atoll.,"DMA / NIMA / NSA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15796,Iwo Jima 1945 to WGS 84 (1),transformation,4709,4326,DMA-Jpn IwoJ,1,3200,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15797,Ascension Island 1958 to WGS 84 (1),transformation,4712,4326,DMA-Shn Asc,1,3182,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15798,St. Helena 1971 to WGS 84 (1),transformation,4710,4326,DMA-Shn Hel,1,3183,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15799,Marcus Island 1952 to WGS 84 (1),transformation,4711,4326,DMA-Jpn Marcus,1,3203,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15800,Ayabelle Lighthouse to WGS 84 (1),transformation,4713,4326,DMA-Dji,1,1081,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15801,Bellevue to WGS 84 (1),transformation,4714,4326,DMA-Vut,1,3193,Millitary and topographic mapping; Accuracy +/- 20 m in each axis,35,9603,,,Derived at 3 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15802,Camp Area Astro to WGS 84 (1),transformation,4715,4326,DMA-Ata McMurdo,1,3205,Miltiary and scientific mapping.,999,9603,,,No accuracy estimate available.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15803,Phoenix Islands 1966 to WGS 84 (1),transformation,4716,4326,DMA-Kir Phoenix,1,3196,Miltary and topographic mapping. Accuracy +/- 15 m in each axis.,26,9603,,,Derived at 4 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15804,Cape Canaveral to WGS 84 (1),transformation,4717,4326,DMA-Bha Usa-FL,1,3206,US space and military operations. Accuracy +/- 3 m in each axis.,6,9603,,,Derived at 19 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15805,Solomon 1968 to WGS 84 (1),transformation,4718,4326,DMA-Slb Gizo,1,3198,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15806,Easter Island 1967 to WGS 84 (1),transformation,4719,4326,DMA-Chl Easter,1,3188,Military and topographic mapping. Accuracy +/- 25m in each axis,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15807,Solomon 1968 to WGS 84 (2),transformation,4718,4326,DMA-Slb Guad,2,3197,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15808,Diego Garcia 1969 to WGS 84 (1),transformation,4724,4326,DMA-Iot Garcia,1,3189,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15809,Johnston Island 1961 to WGS 84 (1),transformation,4725,4326,DMA-Umi Johnston,1,3201,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations. Note: NGA online html files carry a different dZ value - OGP believe this is an erroneous transcription from the TR8350.2 line above.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15810,Kusaie 1951 to WGS 84 (1),transformation,4735,4326,DMA-Fsm Carol,1,3192,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15811,Antigua 1943 to WGS 84 (2),transformation,4601,4326,DMA-Atg Ant,2,1273,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15812,Deception Island to WGS 84 (1),transformation,4736,4326,DMA-Ata Dec,1,3204,Scientific mapping. Accuracy +/- 20m in each axis.,35,9603,,,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15813,South Georgia 1968 to WGS 84 (1),transformation,4722,4326,DMA-Sgs Sgeorg,1,3187,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15814,Little Cayman 1961 to WGS 84 (1),transformation,4726,4326,DMA-Cym Little Brac,1,3186,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15815,Pico de la Nieves to WGS 84 (1),transformation,4728,4326,DMA-Esp Canary,1,3199,Militaryand topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15816,Tristan 1968 to WGS 84 (1),transformation,4734,4326,DMA-Shn Tris,1,3184,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15817,Midway 1961 to WGS 84 (1),transformation,4727,4326,DMA-Umi Midway 1987,1,3202,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,"Derived at 1 satellite station. Information source states ""provided for historical purposes only. These parameter [values] should not be used"". Replaced by Midway 1961 to WGS 84 (2) (tfm code 15818).","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-03-22,2006.89 2007.043,1,0
-15818,Midway 1961 to WGS 84 (2),transformation,4727,4326,DMA-Umi Midway 2003,2,3202,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station. Replaces Midway 1961 to WGS 84 (1) (tfm code 15817).,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 2, 23rd June 2004)",OGP,2007-01-04,2006.89,1,0
-15819,Pitcairn 1967 to WGS 84 (1),transformation,4729,4326,DMA-Pcn Pitcairn Isl,1,3208,Millitary and topographic mapping. Accuracy +/- 25 m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15820,Santo 1965 to WGS 84 (1),transformation,4730,4326,DMA-Vut,1,3194,For military and topographic mapping. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15821,Viti Levu 1916 to WGS 84 (1),transformation,4731,4326,DMA-Fji,1,3195,For military and topographic mapping. Accuracy +/-25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-07-30,,1,1
-15822,Marshall Islands 1960 to WGS 84 (1),transformation,4732,4326,DMA-Mhl 1960,1,3191,For military and topographic mapping. Accuracy +/-3 m in each axis.,6,9603,,,Derived at 10 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15823,Wake Island 1952 to WGS 84 (1),transformation,4733,4326,DMA-Mhl Wake,1,3190,For military and topographic mapping. Accuracy +/-25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15824,Old Hawaiian to WGS 84 (3),transformation,4135,4326,DMA-Usa HI 1987,3,1334,"Military mapping. Accuracy +/- 25m in X axis, +/- 20m in Y and Z axes.",38,9603,,,Derived at 15 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15825,Old Hawaiian to WGS 84 (4),transformation,4135,4326,DMA-Usa HI Haw 1991,4,1546,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15826,Old Hawaiian to WGS 84 (5),transformation,4135,4326,DMA-Usa HI Kauai 1991,5,1549,Military mapping. Accuracy +/- 20m in each axis.,35,9603,,,Derived at 3 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15827,Old Hawaiian to WGS 84 (6),transformation,4135,4326,DMA-Usa HI Maui 1991,6,1547,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15828,Old Hawaiian to WGS 84 (7),transformation,4135,4326,DMA-Usa HI Oahu 1991,7,1548,"Military mapping only. Accuracy +/- 10m in X axis, +/- 6m in Y and Z axes.",14,9603,,,Derived at 8 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15829,Little Cayman 1961 to WGS 84 (2),transformation,4726,4326,UNO-Cym Little Brac,2,3186,Topographic survey. Accuracy +/- 1m.,1,9603,,,Determined from 2 satellite stations.,"Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, November 1998.",OGP,2006-01-26,,1,0
-15830,Grand Cayman 1959 to WGS 84 (1),transformation,4723,4326,UNO-Cym Grand,1,3186,Topographic survey. Accuracy +/- 1m.,1,9603,,,Determined from 6 satellite stations.,"Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, November 1998.",OGP,2006-01-26,,1,0
-15831,Korea 2000 to WGS 84 (1),transformation,4737,4326,OGP-Kor,1,1135,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that ITRF2000 is equivalent to WGS 84.,OGP,OGP,2006-01-30,,1,0
-15832,RGPF to WGS 84 (1),transformation,4687,4326,IGN-Pyf,1,1098,Accuracy +/- 0.5 metre (to original definition of WGS 84 - see remarks).,0.5,9607,,,"Transformation is to original definition of WGS 84. It is consistent with later WGS 84 realisations G730, G873 and G1150 to no better than 1m.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",OGP,2006-01-30,,1,0
-15833,RGPF to WGS 84 (2),transformation,4687,4326,EPSG-Pyf,2,1098,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84.,EPSG,OGP,2006-01-30,,1,0
-15834,NAD83 to NAD83(HARN) (44),transformation,4269,4152,NGS-Usa NC,44,1402,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 15835.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2006-01-31,,1,0
-15835,NAD83 to WGS 84 (55),transformation,4269,4326,OGP-Usa NC,55,1402,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (44) (code 15834) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006-01-31,,1,0
-15836,NAD83 to NAD83(HARN) (45),transformation,4269,4152,NGS-Usa SC,45,1409,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 15837.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2006-01-31,,1,0
-15837,NAD83 to WGS 84 (56),transformation,4269,4326,OGP-Usa SC,56,1409,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (45) (code 15836) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006-01-31,,1,0
-15838,NAD83 to NAD83(HARN) (46),transformation,4269,4152,NGS-Usa PA,46,1407,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 15839.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2006-01-31,,1,0
-15839,NAD83 to WGS 84 (57),transformation,4269,4326,OGP-Usa PA,57,1407,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (46) (code 15838) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006-01-31,,1,0
-15840,Old Hawaiian to WGS 84 (8),transformation,4135,4326,OGP-Usa HI 2m,8,1334,Accuracy of transformation consistent with equivalence of WGS 84 and NAD 84 for Hawaii Islands. +/- 1 to 2 meters.,2,9613,,,Transformation steps are from Old Hawaiian to NAD83 (1) (code 1454) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006-01-26,,1,0
-15841,Puerto Rico to WGS 84 (4),transformation,4139,4326,OGP-Pri 2m,4,1194,Accuracy of transformation consistent with equivalence of WGS 84 and NAD 83 for Puerto Rico. +/- 1 to 2 meters.,2,9613,,,Transformation steps are from Puerto Rico to NAD83 (1) (code 1461) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006-01-26,,1,0
-15842,Hong Kong 1963(67) to WGS 84 (1),transformation,4739,4326,UKHO-Hkg,1,1118,Military mapping. Accuracy +/- 1m.,1,9606,,,Derived at 2 satellite stations. Care: does not use Hong Kong 1963 (code 4838) as the source CRS.,"UK Hydrographic office and DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
-15843,PZ-90 to WGS 84 (1),transformation,4740,4326,GiK-World,1,1262,Geodetic applications. Accuracy better than 1.5 metres.,1,9607,,,Derived at 30 points throughout Russia.,"Geodeziya i Katografiya, 1993.",OGP,2006-03-16,,1,0
-15844,Pulkovo 1942 to PZ-90 (1),transformation,4284,4740,GiK-Rus,1,1198,Accuracy within area of primary CS42 control = 1 to 2m; accuracy at distnt points 3 to 4 m.,4,9607,,,Derived at 30 points throughout Russia.,"Geodeziya i Katografiya, 1993.",OGP,2006-03-16,,1,0
-15845,Pampa del Castillo to WGS 84 (1),transformation,4161,4326,UNO-Arg ComRiv,1,1265,Geodetic surveying within the oil industry. Accuracy 25 m.,25,9603,,,Transformation parameter precision given to millimetres in information source but due to accuracy rounded to nearest decimetre for EPSG database.,"Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, December 1999. www.asprs.org/",OGP,2006-02-03,,1,0
-15846,Egypt Gulf of Suez S-650 TL to WGS 84 (2),transformation,4706,4326,Racal-Egy GoS,2,2341,Used for oil exploration by GUPCO.,5,9603,,,"Sometime referred to as ""Egypt 1907 to WGS 84"". However, application to WGS 84 coordinates of the reverse of this tfm results in Gulf of Suez S-650 TL, not Egypt 1907, position. Gulf of Suez S-650 TL and Egypt 1907 CRSs differ by some 20 metres.",Maridive,OGP,2006-02-03,,1,0
-15847,MOP78 to WGS 84 (2),transformation,4639,4326,IGN-Wlf Wallis,2,2815,Accuracy +/- 10 metres.,10,9603,,,Replaces information from 2001 (tfm code 1925).,IGN Paris (2005).,OGP,2006-02-08,,1,0
-15848,ST84 Ile des Pins to WGS 84 (2),transformation,4642,4326,IGN-Ncl Pins,2,2820,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2006-02-09,,1,0
-15849,Beduaram to WGS 84 (2),transformation,4213,4326,ELF-Ner SE 91,2,2771,Oil exploration.,15,9603,,,Used by Elf / CGG between December 1991 and March 1992. Probably derived from results of concatenated tfm Beduaram to WGS 84 (1) (code 8634).,Total,OGP,2006-02-10,,1,0
-15850,IGN 1962 Kerguelen to WGS 84 (1),transformation,4698,4326,IGN-Atf Kerg,1,2816,Accuracy +/- 10 metres.,10,9603,,,Also published in US NIMA/NGA TR8350.2 which gives accuracy of +/-25m in each axis and states that derived at one station.,IGN Paris.,OGP,2005-11-23,,1,0
-15851,NAD27 to WGS 84 (79),transformation,4267,4326,OGP-Usa Conus,79,2374,"Recommended for oil industry use in US Gulf of Mexico (GoM). Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.",5,9613,,,Transformation taken from NAD27 to NAD83 (1) (code 1241) assuming that NAD83 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4267 and 4326 have longitudes positive east.,OGP,OGP,2006-03-06,,1,0
-15852,NAD27 to WGS 84 (80),transformation,4267,4326,JECA-Usa GoM E,80,3358,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).,Fugro Chance,OGP,2007-03-22,2006.83 2007.043,1,0
-15853,NAD27 to WGS 84 (81),transformation,4267,4326,JECA-Usa GoM C,81,3359,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).,Fugro Chance,OGP,2007-03-22,2007.043,1,0
-15854,NAD27 to WGS 84 (82),transformation,4267,4326,JECA-Usa GoM W,82,3360,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).,Fugro Chance,OGP,2007-03-22,2006.83 2007.043,1,0
-15855,NAD27 to WGS 84 (83),transformation,4267,4326,JECA-Mex GoM Tam,83,3361,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,"Developed by John E Chance and Associates at 21 deg 55 min North, 97 deg 20 min West. Geoid height used =-17m.",Fugro Chance,OGP,2006-09-28,2006.83,1,0
-15856,NAD27 to WGS 84 (84),transformation,4267,4326,ESC-Usa GoM,84,3357,Oil exploration and production. Accuracy 8 metres.,8,9603,,,Developed by EnSoCo Inc. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).,EnSoCo,OGP,2007-03-22,2007.043,1,0
-15857,IGN Astro 1960 / UTM zone 28N to Mauritania 1999 / UTM zone 28N (1),transformation,3367,3343,MMI-Mau W,1,2971,Minerals management. Accuracy 40m. Oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to Mauritania 1999 coordinates.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values. May be used for transformations to WGS 84 - see tfm code 15861.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",OGP,2006-03-16,,1,0
-15858,IGN Astro 1960 / UTM zone 29N to Mauritania 1999 / UTM zone 29N (1),transformation,3368,3344,MMI-Mau C,1,2970,Minerals management. Accuracy 40m. Oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to Mauritania 1999 coordinates.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values. May be used for transformations to WGS 84 - see tfm code 15862.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",OGP,2006-03-16,,1,0
-15859,IGN Astro 1960 / UTM zone 30N to Mauritania 1999 / UTM zone 30N (1),transformation,3369,3345,MMI-Mau E,1,2969,Minerals management. Accuracy 40m. Oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to Mauritania 1999 coordinates.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values. May be used for transformations to WGS 84 - see tfm code 15863.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",OGP,2006-03-16,,1,0
-15860,Mauritania 1999 to WGS 84 (1),transformation,4702,4326,OGP-Mau,1,1157,Minerals management. Accuracy 1m.,1,9603,,,Mauritania 1999 can be considered to be the same as WGS 84 within the accuracy of this transformation.,OGP,OGP,2006-03-16,,1,0
-15861,IGN Astro 1960 / UTM zone 28N to WGS 84 / UTM zone 28N (1),transformation,3367,32628,OGP-Mau W,1,2971,"Minerals management. Accuracy 40m. However, oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to WGS 84 coordinates.",40,9624,,,Transformation taken from IGN Astro 1960 / UTM zone 28N to Mauritania 1999 / UTM zone 28N (1) (tfm code 15857) assuming that Mauritania 1999 is equivalent to WGS 84 within the accuracy of this tfm.,OGP,OGP,2006-03-16,,1,0
-15862,IGN Astro 1960 / UTM zone 29N to WGS 84 / UTM zone 29N (1),transformation,3368,32629,OGP-Mau C,1,2970,"Minerals management. Accuracy 40m. However, oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to WGS 84 coordinates.",1,9624,,,Transformation taken from IGN Astro 1960 / UTM zone 29N to Mauritania 1999 / UTM zone 29N (1) (tfm code 15858) assuming that Mauritania 1999 is equivalent to WGS 84 within the accuracy of this tfm.,OGP,OGP,2006-03-16,,1,0
-15863,IGN Astro 1960 / UTM zone 30N to WGS 84 / UTM zone 30N (1),transformation,3369,32630,OGP-Mau E,1,2969,"Minerals management. Accuracy 40m. However, oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to WGS 84 coordinates.",1,9624,,,Transformation taken from IGN Astro 1960 / UTM zone 30N to Mauritania 1999 / UTM zone 30N (1) (tfm code 15859) assuming that Mauritania 1999 is equivalent to WGS 84 within the accuracy of this tfm.,OGP,OGP,2006-03-16,,1,0
-15864,NAD27 to WGS 84 (85),transformation,4267,4326,OGP-Usa AK,85,2373,"Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.",5,9613,,,Transformation taken from NAD27 to NAD83 (1) (code 1243) assuming that NAD83 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4267 and 4326 have longitudes positive east.,OGP,OGP,2006-03-16,,1,0
-15865,Pulkovo 1942 to WGS 84 (16),transformation,4284,4326,OGP-Rus,16,1198,Accuracy 4 metres.,4,9607,,,Derived via PZ-90 at 30 stations throughout Russia.,"Geodeziya i Katografiya, 1993.",OGP,2006-03-16,,1,0
-15866,FD54 to ED50 (1),transformation,4741,4230,KMS-Fro,1,3248,Defines ED50 in the Faroe Islands: transformation therefore considered exact.,0,9603,,,Derived at 3 points in 1976. This transformation then used to define ED50 on the Faroe Islands.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-03-16,,1,0
-15867,PD/83 to ETRS89 (1),transformation,4746,4258,BKG-Deu Thur,1,2544,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 10 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006-06-12,,1,0
-15868,RD/83 to ETRS89 (1),transformation,4745,4258,BKG-Deu Sach,1,2545,For applications with an accuracy at 0.1m level,0.1,9606,,,"Derived in 2001 at 31 points of the German GPS Network DREF in former East Germany. Although for high accuracy limited to Saxony, may be taken as approximate transformation between DHDN and WGS 84 for all former East German states - see code 15869.",Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006-06-12,,1,0
-15869,DHDN to WGS 84 (3),transformation,4314,4326,OGP-Deu E,3,1343,For applications with an accuracy at 2m level,2,9606,,,Parameter values taken from RD/83 to ETRS89 (1) (tfm code 15868) assuming that within the accuracy of the transformation ETRS89 is equivalent to WGS 84 and RD/83 is equivalent to DHDN.,OGP,OGP,2006-12-29,2006.894 2006.992,1,0
-15870,Jouik 1961 to WGS 84 (1),transformation,4679,4326,Wood-Mrt,1,2967,Hydrographic survey,1,9603,,,Derived at 5 points in 2002.,Woodside,OGP,2006-06-12,,1,0
-15871,Nahrwan 1967 to WGS 84 (6),transformation,4270,4326,IGN-Irq,6,1124,Oil exploration.,5,9603,,,Derived by concatenation of parameter values published by IGN Paris from Nahrwan 1967 to WGS 72 at the Nahrwan SE Base trig station near Baghdad with DMA WGS 72 to WGS 84 parameter values.,Total,OGP,2006-06-12,,1,0
-15872,Karbala 1979 (Polservice) to WGS 84 (1),transformation,4743,4326,OEC-Irq Bas,1,3397,Oil exploration.,5,9603,,,Derived from shifts in UTM rectangular coordinates for Basra area provided by Iraq National Oil Exploration Company.,Total,OGP,2006-06-12,,1,0
-15873,Douala 1948 to WGS 84 (1),transformation,4192,4326,Tot-Cmr,1,2555,Oil exploration.,10,9603,,,Derived at Manoca tower assuming the pyramid on the tower and the centre of the tower resevoir are co-located. This assumption carries a few metres uncertainty.,Total,OGP,2006-06-12,,1,0
-15874,Nord Sahara 1959 to WGS 84 (7),transformation,4307,4326,ENG-Dza Mou,7,3402,Oil exploration and production. Accuracy 5m.,5,9603,,,"Derived at 11 stations throughout blocks 317b, 319b, 321b and 322b. Network based on station P4 (horizontal) and benchmark RN51 (vertical) using EGM96 geoid height. Used by Statoil in Hassi Mouina.",Enageo via Sonartrach.,OGP,2006-07-14,,1,0
-15875,Fiji 1956 to WGS 84 (1),transformation,4721,4326,DGC-Fji,1,3398,"For military purposes. Accuracy 5m, 3m and 2m in X, Y and Z axes.",7,9603,,,Derived at 20 stations.,UK Defence Geographic Centre,OGP,2006-07-19,,1,0
-15876,Fiji 1986 to WGS 84 (1),transformation,4720,4326,OGP-Fji,1,1094,tbc,2,9606,,,Approximation at the +/- 2m level assuming that Fiji 1986 is equivalent to WGS 72. Parameter values taken from WGS 72 to WGS 84 (1) (tfm code 1237).,OGP,OGP,2006-07-19,,1,0
-15877,Fiji 1986 to WGS 84 (2),transformation,4720,4326,FD-Fji,2,3398,"Horizontal accuracy 2m, vertical accuracy approximately 40 metres..",40,9607,,,Suitable for GIS mapping purposes but not rigorous surveying. Very similar results may be obtained through Fiji 1986 to WGS 84 (1) (tfm code 15876).,Fiji Forest Department via SOPAC,OGP,2006-07-19,,1,0
-15878,Vanua Levu 1915 to WGS 84 (1),transformation,4748,4326,OGP-Fji,1,3401,For applications with an accuracy of +/-50m.,50,9603,,,Approximation at the +/- 50m level assuming that Vanua Levu 1915 is equivalent to Vitu Levu 1912 within the accuracy of the transformation. Parameter values taken from Vitu Levu 1912 to WGS 84 (1) (tfm code 15897).,OGP,OGP,2006-07-19,,1,0
-15879,GR96 to WGS 84 (1),transformation,4747,4326,OGP-Grl,1,1107,For applications with an accuracy of +/- 1m.,1,9603,,,Approximation at the +/- 1m level assuming that GR96 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006-07-19,,1,0
-15880,RGNC91-93 to WGS 84 (1),transformation,4749,4326,IGN-Ncl,1,1174,Accuracy +/- 1 metre.,1,9603,,,,IGN Paris.,OGP,2006-07-21,,1,0
-15881,ST87 Ouvea to WGS 84 (2),transformation,4750,4326,BGN-Ncl,2,2813,Accuracy better than +/- 1 metre.,1,9603,,,Parameter values taken from ST87 Ouvea to RGNC91-93 (1) ( code 15885) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,,1,0
-15882,IGN72 Grande Terre to RGNC91-93 (1),transformation,4662,4749,BGN-Ncl 2m,1,2822,Accuracy better than +/- 2 metres.,2,9603,,,Determined in May 2001. May be taken as approximate transformation to WGS 84 - see IGN72 Grande Terre to WGS 84 (3) (code 15903).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-08-01,,1,0
-15883,IGN56 Lifou to RGNC91-93 (1),transformation,4633,4749,BGN-Ncl 1m,1,2814,Accuracy better than +/- 1 metre.,1,9603,,,Determined in April 1993. May be taken as approximate transformation to WGS 84 - see IGN56 Lifou to WGS 84 (3) (code 15902).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-08-01,,1,0
-15884,IGN53 Mare to RGNC91-93 (1),transformation,4641,4749,BGN-Ncl 1m,1,2819,Accuracy better than +/- 2 metres.,2,9603,,,"Determined in April 1993, modified in December 1999. May be taken as approxinate transformation to WGS 84: see IGN53 Mare to WGS 84 (3) (code 15901).","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-31,,1,0
-15885,ST87 Ouvea to RGNC91-93 (1),transformation,4750,4749,BGN-Ncl 1m,1,2813,Accuracy better than +/- 0.5 metre.,0.5,9603,,,Determined in December 1999. May be used as approximate transformation to WGS 84 - see ST87 Ouvea to WGS 84 (2) (code 15881).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-31,,1,0
-15886,NEA74 Noumea to RGNC91-93 (1),transformation,4644,4749,BGN-Ncl 1m,1,2823,Accuracy better than +/- 1 metre.,1,9603,,,Determined in July 2000. May be taken as approximate transformation to WGS 84 - see NEA74 Noumea to WGS 84 (3) (code 15904).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-31,,1,0
-15887,IGN72 Grande Terre to RGNC91-93 (2),transformation,4662,4749,BGN-Ncl 1m,2,2822,Accuracy better than +/- 0.3 metre.,0.3,9607,,,Determined in April 1993.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-08-01,,1,0
-15888,IGN72 Grande Terre to RGNC91-93 (3),transformation,4662,4749,BGN-Ncl Noum 0.1m,3,2823,Accuracy better than +/- 0.1 metre.,0.1,9607,,,Determined in July 2000,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-31,,1,0
-15889,NEA74 Noumea to RGNC91-93 (2),transformation,4644,4749,BGN-Ncl 0.1m,2,2823,Accuracy better than +/- 0.1 metre.,0.1,9607,,,Determined in May 2001,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-31,,1,0
-15890,IGN56 Lifou to RGNC91-93 (2),transformation,4633,4749,BGN-Ncl 0.1m,2,2814,Accuracy better than +/- 0.1 metre.,0.1,9607,,,Determined in April 1993.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-31,,1,0
-15891,IGN53 Mare to RGNC91-93 (2),transformation,4641,4749,BGN-Ncl 0.1m,2,2819,Accuracy better than +/- 0.1 metre.,0.1,9607,,,"Determined in April 1993, modified in December 1999.","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-31,,1,0
-15892,ST87 Ouvea to RGNC91-93 (2),transformation,4750,4749,BGN-Ncl 0.1m,2,2813,Accuracy better than +/- 0.1 metre.,0.1,9607,,,Determined in December 1999.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-31,,1,0
-15893,ST84 Ile des Pins to RGNC91-93 (1),transformation,4642,4749,BGN-Ncl 0.1m,1,2820,Accuracy better than +/- 0.1 metre.,0.1,9607,,,Determined in December 1999.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-31,,1,0
-15894,SIRGAS 2000 to WGS 84 (1),transformation,4674,4326,OGP-C&S America,1,3418,Accuracy 1m.,1,9603,,,,OGP,OGP,2006-07-21,,1,0
-15895,ED50 to ETRS89 (11),transformation,4230,4258,IGN-Esp,11,3429,For applications to an accuracy of 10-15cm (95% confidence) for Spain mainland and about 4cm (95%) for Balearic Islands.,0.2,9615,,,May be taken as approximate transformation ED50 to WGS 84 - see code 15907. NOTE: Parameter file is non-conformant with NTv2 specification - replaced by ED50 to ETRS89 (12) (code 15932).,"Instituto Geográfico Nacional, www.cnig.es",OGP,2007-03-27,2006.73 2007.042,1,0
-15896,Kertau (RSO) to Kertau 1968 (1),transformation,4751,4245,OGP-Mys,1,1309,For transformation of MRT68 RSO grid coordinates to other datums.,0,9603,,,"To transform Kertau (RSO) to WGS 84, see concatenated transformation code 8659.",OGP,OGP,2006-07-24,,1,0
-15897,Viti Levu 1912 to WGS 84 (1),transformation,4752,4326,DMA-Fji,1,3195,For military and topographic mapping. Accuracy +/-25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-07-30,,1,0
-15898,Qornoq to GR96 (1),transformation,4747,4747,KMS-Grl,1,1107,For applications with an accuracy of +/- 1m.,1,9606,,,Derived via NWL 9D.,OGP,OGP,2006-07-30,,1,0
-15899,Scoresbysund 1952 to GR96 (1),transformation,4195,4747,KMS-Grl,1,1107,For applications with an accuracy of +/- 1m.,1,9606,,,Derived via NWL 9D.,OGP,OGP,2006-07-30,,1,0
-15900,Ammassalik 1958 to GR96 (1),transformation,4196,4747,KMS-Grl,1,1107,For applications with an accuracy of +/- 1m.,1,9606,,,Derived via NWL 9D.,OGP,OGP,2006-07-30,,1,0
-15901,IGN53 Mare to WGS 84 (3),transformation,4641,4326,BGN-Ncl,3,2819,Accuracy 2 metres.,2,9603,,,Parameter values taken from IGN53 Mare to RGNC91-93 (1) ( code 15884) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-12-29,2006.98,1,0
-15902,IGN56 Lifou to WGS 84 (3),transformation,4633,4326,BGN-Ncl,3,2814,Accuracy 1 metre.,1,9603,,,Parameter values taken from IGN56 Lifou to RGNC91-93 (1) ( code 15883) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-08-01,,1,0
-15903,IGN72 Grande Terre to WGS 84 (3),transformation,4662,4326,BGN-Ncl,3,2822,Accuracy +/- 2 metres.,2,9603,,,Parameter values taken from IGN72 Grande Terre to RGNC91-93 (1) ( code 15882) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-08-01,,1,0
-15904,NEA74 Noumea to WGS 84 (2),transformation,4644,4326,BGN-Ncl,2,2823,Accuracy 1 metre.,1,9603,,,Parameter values taken from NEA74 Noumea to RGNC91-93 (1) ( code 15886) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-08-01,,1,0
-15905,Viti Levu 1912 / Viti Levu Grid to Fiji 1986 / Fiji Map Grid (1),transformation,3140,3143,DLAS-Fji Viti,1,3195,Accuracy although normally better than 0.2m can be up to 1m in error.,1,9645,,,"Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 & Bu1v0 given by DLAS as 201203.51 & 201203.45 modified for EPSG formula by subtracting (1/ms).",Department of Lands and Survey.,OGP,2006-08-14,,1,1
-15906,Vanua Levu 1915 / Vanua Levu Grid to Fiji 1986 / Fiji Map Grid (1),transformation,3139,3143,DLAS-Fji Vanua,1,3401,Accuracy although normally better than 0.2m can be up to 1m in error.,1,9645,,,"Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 & Bu1v0 given by DLAS as 201051.66 & 201123.25 modified for EPSG formula by subtracting (1/ms).",Department of Lands and Survey.,OGP,2006-08-14,,1,1
-15907,ED50 to WGS 84 (40),transformation,4230,4326,OGP-Esp,40,3429,For applications to an accuracy of 1 metre.,1,9615,,,Parameter values from ED50 to ETRS89 (11) (code 15895). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. NOTE: Parameter file is non-conformant with NTv2 specification - replaced by ED50 to WGS 84 (41).,OGP,OGP,2007-03-27,2007.042,1,0
-15908,LGD2006 to WGS 84 (1),transformation,4754,4326,SDL-Lby,1,1143,For applications to an accuracy of 0.1 metre.,0.1,9603,,,Derived at 5 stations throughout Libya used to define LGD2006 in May 2006.,Survey Department of Libya.,OGP,2006-09-21,,1,0
-15909,ELD79 to WGS 84 (8),transformation,4159,4326,SDL-Lby,8,3271,For applications to an accuracy of 5 metres.,5,9603,,,Derived at 29 stations throughout Libya in May 2006.,Survey Department of Libya.,OGP,2007-01-17,2007.006,1,0
-15910,ELD79 to LGD2006 (1),transformation,4159,4754,SDL-Lby,1,3271,For applications to an accuracy of 2 metres.,5,9603,,,Derived at 29 stations throughout Libya in May 2006.,Survey Department of Libya.,OGP,2006-08-25,,1,1
-15911,ID74 to DGN95 (1),transformation,4238,4755,Bak-Idn,1,1122,"Standard deviations of translations are 1.3, 1.1 and 3.6m, of rotations 0.11, 0.06 and 0.04 sec and ppm 0.18.",3,9607,,,Derived at 38 stations. May be taken as a tfm ID74 to WGS 84 - see tfm 1823.,Bakosurtanal.,OGP,2006-08-25,,1,0
-15912,DGN95 to WGS 84 (1),transformation,4755,4326,OGP-Idn,1,1122,Accuracy 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that DGN95 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006-08-25,,1,0
-15913,NAD27 to WGS 84 (86),transformation,4267,4326,JECA-Mex GoM CamN,86,3461,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,"Developed by John E Chance and Associates at 21 deg 33 min North, 92 deg 33 min West. Geoid height used =-16.7m.",Fugro Chance,OGP,2006-09-28,,1,0
-15914,BLM zone 14N (US survey feet),conversion,,,,,2171,US survey foot form of UTM zone 14N,0,9807,,,"Sometimes locally referred to as ""UTM zone 14"".",Minerals Management Service offshore protraction diagrams.,EPSG,2002-02-12,95.30 96.29 2002.12,1,0
-15915,BLM zone 15N (US survey feet),conversion,,,,,2172,US survey foot form of UTM zone 15N,0,9807,,,"Sometimes locally referred to as ""UTM zone 15"".",Minerals Management Service offshore protraction diagrams.,EPSG,2002-02-12,95.30 96.29 2002.12,1,0
-15916,BLM zone 16N (US survey feet),conversion,,,,,2173,US survey foot form of UTM zone 16N,0,9807,,,"Sometimes locally referred to as ""UTM zone 16"".",Minerals Management Service offshore protraction diagrams.,EPSG,2002-02-12,95.30 96.29 2002.12,1,0
-15917,BLM zone 17N (US survey feet),conversion,,,,,2174,US survey foot form of UTM zone 17N,0,9807,,,"Sometimes locally referred to as ""UTM zone 17"".",Minerals Management Service offshore protraction diagrams.,EPSG,2002-02-12,95.30 96.29 2002.12,1,0
-15918,Beijing 1954 to WGS 84 (1),transformation,4214,4326,BGP-Chn Ord,1,3466,Geophysical exploration in Ordos basin. Accuracy stated as 1m within basin.,1,9603,,,Provided by BGP to TOTAL in June 2006.,BGP,OGP,2006-10-30,,1,0
-15919,Beijing 1954 to WGS 84 (2),transformation,4214,4326,BP-Chn YS,2,3469,Geophysical exploration in Yellow Sea.,15,9606,,,Derived via WGS 72BE. Original transformation derived in 1979 at 4 stations on Yellow Sea coast.,BP,OGP,2006-11-17,,1,0
-15920,Beijing 1954 to WGS 84 (3),transformation,4214,4326,GSI-Chn SCS,3,3470,Geophysical exploration in South China Sea.,15,9606,,,"Derived via WGS 72BE. Original transformation derived by GSI in 1980-81. The GSI memo incorrectly gave the parameters as from WGS 72 to Beijing 1954, but it has been determined by the OGP that the memo should have stated from Beijing 1954 to WGS 72BE.",ExxonMobil. Also Total via SSB in 1981.,OGP,2006-11-17,,1,0
-15921,Beijing 1954 to WGS 84 (4),transformation,4214,4326,BGP-Chn Tarim,4,3507,Geophysical exploration in Tarim basin. Accuracy stated as 1m within basin.,1,9603,,,Provided by BGP to ELF in 1994.,BGP,OGP,2007-03-13,2007.039,1,0
-15922,Kertau 1968 / Singapore Grid to SVY21 / Singapore TM (1),transformation,24500,3414,OGP-SGP,1,1210,Approximation at the 2m level.,2,9656,,,Use similarity transformation for accurate results.,OGP,OGP,2007-01-11,,1,0
-15923,ELD79 to WGS 84 (9),transformation,4159,4326,TOT-Lby Cyr,9,3477,Oil and gas exploration.,2,9603,,,Derived by SDL for Total in Cyrenaica blocks 2 & 4.,Total,OGP,2007-01-18,,1,0
-15924,ELD79 to LGD2006 (1),transformation,4159,4754,SDL-Lby,1,3271,For applications to an accuracy of 5 metres.,5,9603,,,Derived at 29 stations throughout Libya in May 2006.,Survey Department of Libya.,OGP,2007-01-18,,1,0
-15925,JAD2001 to WGS 84 (1),transformation,4758,4326,NLA-Jam,1,1128,For all practical purposes JAD2001 can be considered to be coincident with WGS 84.,0,9603,,,,National Land Agency,OGP,2007-01-19,,1,0
-15926,JAD69 to JAD2001 (1),transformation,4242,4758,NLA-Jam,1,3342,Accuracy 0.3 to 0.5 metres.,0.5,9607,,,May be used as tfm to WGS 84 - see JAD69 to WGS 84 (3) (tfm code 15927).,National Land Agency of Jamaica,OGP,2007-01-19,,1,0
-15927,JAD69 to WGS 84 (3),transformation,4242,4326,UT-Jam 1m,3,3342,For applications requiring 1m accuracy.,1,9607,,,"Derived at 4 stations, tested at a further 9. Also used as tfm to JAD69 to JAD2001 (see code 15926).
-Note: Info source paper contains an error in sign of dS, subsequently confirmed by primary author and NLA of Jamaica, and corrected in this record.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003), but with an error in sign of dS confirmed by author and NLA.",EPSG,2007-02-05,,1,0
-15928,BD72 to ETRS89 (2),transformation,4313,4258,IGN-Bel 0.2m,2,1044,For applications to an accuracy of 0.2 metre.,0.2,9607,,,May be taken as approximate transformation BD72 to WGS 84 - see code 15929. Scale difference is given by information source as -1.0000012747. Given in this record in ppm to assist application usage.,IGN Brussels www.ngi.be,OGP,2007-03-01,,1,0
-15929,BD72 to WGS 84 (3),transformation,4313,4326,IGN-Bel 0.2m,3,1044,For applications to an accuracy of 0.5 metre.,0.2,9607,,,Parameter values from BD72 to ETRS89 (2) (code 15928). Scale difference is given by information source as -1.0000012747. Given in this record in ppm to assist application usage.,IGN Brussels www.ngi.be,OGP,2007-03-01,,1,0
-15930,NAD83(HARN) to NAD83(NSRS2007) (1),transformation,4152,4326,OGP-USA conus,1,1323,For applications to an accuracy of 0.2 metre.,0.1,9603,,,"Accuracy 0.1 to 0.2m in California, 0.05-0.11 in Oregon, elsewhere better than 0.05m.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-15931,NAD83(NSRS2007) to WGS 84 (1),transformation,4759,4326,OGP-USA conus AK,1,1511,For applications to an accuracy of 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that NAD83(NSRS2007) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2007-05-29,,1,0
-15932,ED50 to ETRS89 (12),transformation,4230,4258,IGN-Esp v2,12,3429,For applications to an accuracy of 10-15cm (95% confidence) for Spain mainland and about 4cm (95%) for Balearic Islands.,0.2,9615,,,Replaces ED50 to ETRS89 (11) (code 15895) - see supersession record. May be taken as approximate transformation ED50 to WGS 84 - see code 15933.,"Instituto Geográfico Nacional, www.cnig.es",OGP,2007-03-27,,1,0
-15933,ED50 to WGS 84 (41),transformation,4230,4326,OGP-Esp v2,41,3429,For applications to an accuracy of 1 metre.,1,9615,,,Parameter values from ED50 to ETRS89 (12) (code 15932). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces ED50 to WGS 84 (40) - see supersession record.,OGP,OGP,2007-03-27,,1,0
-15934,Amersfoort to WGS 84 (3),transformation,4289,4326,OGP-Nld,3,1275,Approximation at the +/- 1m level.,1,9607,,,Parameter values from Amersfoort to ETRS89 (3) (code 15739) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces Amersfoort to WGS 84 (2) (code 1672).,OGP,OGP,2007-04-10,,1,0
-15935,Beijing 1954 to WGS 84 (5),transformation,4214,4326,Shlt-Chn BeiBu,5,3507,Geophysical exploration in Bei Bu basin. Accuracy stated as 1m within basin.,10,9606,,,Concatenated via WGS 72BE. Recomputation by Shelltech in 1981 of SSB 1980 observation.,Total,OGP,2007-04-20,,1,0
-15936,Beijing 1954 to WGS 84 (6),transformation,4214,4326,Sino-Chn Ord,6,3466,Geophysical exploration in Orduz basin. Accuracy stated as 1m within basin.,1,9603,,,Provided by Sinopec to TOTAL in January 2007.,Total,OGP,2007-04-20,,1,0
-15937,Nahrwan 1967 to WGS 84 (7),transformation,4270,4326,TOT-UAE Abd,7,3509,Oil exploration.,2,9603,,,Parameter values adopted by Total are mean of those derived by Oceonics and Geoid through ties at station TC58 to 4 IGS stations in March 1995.,Total,OGP,2007-04-20,,1,0
-15938,Nahrwan 1967 to WGS 84 (8),transformation,4270,4326,ADMA-UAE Abd,8,3509,Oil exploration.,5,9606,,,Derived via WGS 72BE from Transit observations at station TC58 in 1976 by BP for ADMA.,BP,OGP,2007-04-20,,1,0
-15939,NTF to WGS 84 (2),transformation,4275,4326,EPSG-Fra 1m,2,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,These parameter values are taken from NTF to RGR93 (1) (code 1053) as RGR93 may be considered equivalent to WGS 84 within the accuracy of the transformation. May be emulated using NTv2 method - see tfm code 15942.,OGP,OGP,2007-05-29,,1,0
-15940,NTF to RGF93 (2),transformation,4275,4171,ESRI-Fra 1m emulation,2,1326,For applications requiring an accuracy of better than 1 metre.,1,9615,,,"Emulation using NTv2 method of France Geocentric Interpolation method tfm NTF to RGF93 (1), code 1053. May be taken as approximate transformation to ETRS89 or WGS 84 - see tfm codes 15941 and 15942.",ESRI,OGP,2007-05-29,,1,0
-15941,NTF to ETRS89 (3),transformation,4275,4258,EPSG-Fra 1m emulation,3,1326,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from NTF to RGR93 (2) (code 15940) as RGR93 may be considered equivalent to ETRS89 within the accuracy of the transformation. Emulation of France Geocentric Interpolation method tfm code 1054.,OGP,OGP,2007-05-29,,1,0
-15942,NTF to WGS 84 (3),transformation,4275,4326,EPSG-Fra 1m emulation,3,1326,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from NTF to RGR93 (2) (code 15940) as RGR93 may be considered equivalent to WGS 84 within the accuracy of the transformation. Emulation of France Geocentric Interpolation method tfm code 15939.,OGP,OGP,2007-05-29,,1,0
-15943,NEA74 Noumea to RGNC91-93 (3),transformation,4644,4749,BGN-Ncl 0.05m,3,2823,Accuracy 5-10cm.,0.05,9655,,,Developed in July 2002 and officially adopted in August 2005. May be emulated using NTv2 method - see NEA74 Noumea to RGNC91-93 (4) (code 15944).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2007-07-06,,1,0
-15944,NEA74 Noumea to RGNC91-93 (4),transformation,4644,4749,ESRI-Ncl 0.05m,4,2823,Accuracy 5-10cm.,0.05,9615,,,Emulation using NTv2 method of tfm NEA74 Noumea to RGNC91-93 (3) (code 15943).,ESRI,OGP,2007-07-06,,1,0
-15945,IGN72 Grande Terre to RGNC91-93 (4),transformation,4662,4749,BGN-Ncl 0.1m,4,2822,Accuracy better than +/- 0.1 metre.,0.1,9655,,,Developed in July 2002 and officially adopted in August 2005. May be emulated using NTv2 method - see IGN72 Grande Terre to RGNC91-93 (6) (code 15947).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2007-07-06,,1,0
-15946,IGN72 Grande Terre to RGNC91-93 (5),transformation,4662,4749,BGN-Ncl Noum 0.05m,5,2823,Accuracy 5-10cm.,0.05,9655,,,Developed in July 2002 and officially adopted in August 2005.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2007-07-06,,1,0
-15947,IGN72 Grande Terre to RGNC91-93 (6),transformation,4662,4749,ESRI-Ncl 0.1m,6,2822,Accuracy better than +/- 0.1 metre.,0.1,9615,,,Emulation using NTv2 method of tfm IGN72 Grande Terre to RGNC91-93 (4) (code 15945).,ESRI,OGP,2007-07-06,,1,0
-15948,DHDN to ETRS89 (8),transformation,4314,4258,BKG-Deu BeTA2007,8,3339,For applications requiring an accuracy of better than 1 metre.,1,9615,,,Developed for ATKIS (Amtliches Topographisch-Kartographisches Informationssystem [Official Topographic and Cartographic Information System]). Provides a uniform transformation across the whole country. May be used as tfm to WGS84 - see tfm code 15949.,BKG via EuroGeographics http://crs.bkg.bund.de/crs-eu/,OGP,2007-07-06,,1,0
-15949,DHDN to WGS 84 (4),transformation,4314,4326,OGP-Deu BeTA2007,4,3339,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from DHDN to ETRS89 (8) (code 15948) as ETRS89 may be considered equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2007-07-06,,1,0
-15950,Viti Levu 1912 / Viti Levu Grid to Fiji 1986 / Fiji Map Grid (1),transformation,3140,3460,DLAS-Fji Viti,1,3195,Accuracy although normally better than 0.2m can be up to 1m in error.,1,9645,,,"Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 & Bu1v0 given by DLAS as 201203.51 & 201203.45 modified for EPSG formula by subtracting (1/ms).",Department of Lands and Survey.,OGP,2007-07-06,,1,0
-15951,Vanua Levu 1915 / Vanua Levu Grid to Fiji 1986 / Fiji Map Grid (1),transformation,3139,3460,DLAS-Fji Vanua,1,3401,Accuracy although normally better than 0.2m can be up to 1m in error.,1,9645,,,"Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 & Bu1v0 given by DLAS as 201051.66 & 201123.25 modified for EPSG formula by subtracting (1/ms).",Department of Lands and Survey.,OGP,2007-07-06,,1,0
-15952,Nahrwan 1967 to WGS 84 (9),transformation,4270,4326,DPC-UAE Fat,9,3530,Oil exploration and production.,5,9603,,,Used by DPC for Al Fateh field. Applying this transformation gives same result as Nahrwan 1967 to WGS 84 (8) (code 15938).,Various industry sources.,OGP,2007-07-10,,1,0
-15953,Nahrwan 1967 to WGS 84 (10),transformation,4270,4326,Dub-UAE Dub,10,3531,Municipal operations.,5,9603,,,Used by Dubai Municipality before 1994.,Various industry sources.,OGP,2007-07-10,,1,0
-15954,RD/83 to WGS 84 (1),transformation,4745,4326,OGP-Deu BeTA2007,1,2545,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from DHDN to ETRS89 (8) (code 15948) as RD/83 and ETRS89 may be considered equivalent to DHDN and WGS 84 respectively within the accuracy of the transformation.,OGP,OGP,2007-07-06,,1,0
-15955,PD/83 to WGS 84 (1),transformation,4746,4326,OGP-Deu BeTA2007,1,2544,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from DHDN to ETRS89 (8) (code 15948) as PD/83 and ETRS89 may be considered equivalent to DHDN and WGS 84 respectively within the accuracy of the transformation.,OGP,OGP,2007-07-06,,1,0
-15956,OSGB 1936 / British National Grid to WGS 84 (2),transformation,27700,4326,EPSG-UK Gbr02,2,1264,Accuracy 1m.,1,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (2) (code 1039) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,OGP,OGP,2007-07-15,,1,0
-16000,UTM grid system (northern hemisphere),conversion,,,,,1998,For strict use within zone boundaries,0,9824,,,Use UTM zone xx N (codes 16001-16060) for use outwith zone boundary or when easting is not prefixed by zone number.,EPSG,EPSG,2001-06-05,,1,0
-16001,UTM zone 1N,conversion,,,,,1873,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16002,UTM zone 2N,conversion,,,,,1875,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16003,UTM zone 3N,conversion,,,,,1877,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16004,UTM zone 4N,conversion,,,,,1879,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16005,UTM zone 5N,conversion,,,,,1881,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16006,UTM zone 6N,conversion,,,,,1883,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16007,UTM zone 7N,conversion,,,,,1885,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16008,UTM zone 8N,conversion,,,,,1887,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16009,UTM zone 9N,conversion,,,,,1889,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16010,UTM zone 10N,conversion,,,,,1891,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16011,UTM zone 11N,conversion,,,,,1893,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16012,UTM zone 12N,conversion,,,,,1895,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16013,UTM zone 13N,conversion,,,,,1897,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16014,UTM zone 14N,conversion,,,,,1899,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16015,UTM zone 15N,conversion,,,,,1901,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16016,UTM zone 16N,conversion,,,,,1903,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16017,UTM zone 17N,conversion,,,,,1905,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16018,UTM zone 18N,conversion,,,,,1907,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16019,UTM zone 19N,conversion,,,,,1909,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16020,UTM zone 20N,conversion,,,,,1911,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16021,UTM zone 21N,conversion,,,,,1913,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16022,UTM zone 22N,conversion,,,,,1915,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16023,UTM zone 23N,conversion,,,,,1917,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16024,UTM zone 24N,conversion,,,,,1919,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16025,UTM zone 25N,conversion,,,,,1921,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16026,UTM zone 26N,conversion,,,,,1923,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16027,UTM zone 27N,conversion,,,,,1925,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16028,UTM zone 28N,conversion,,,,,1927,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16029,UTM zone 29N,conversion,,,,,1929,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16030,UTM zone 30N,conversion,,,,,1931,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16031,UTM zone 31N,conversion,,,,,1933,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16032,UTM zone 32N,conversion,,,,,1935,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16033,UTM zone 33N,conversion,,,,,1937,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16034,UTM zone 34N,conversion,,,,,1939,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16035,UTM zone 35N,conversion,,,,,1941,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16036,UTM zone 36N,conversion,,,,,1943,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16037,UTM zone 37N,conversion,,,,,1945,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16038,UTM zone 38N,conversion,,,,,1947,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16039,UTM zone 39N,conversion,,,,,1949,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16040,UTM zone 40N,conversion,,,,,1951,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16041,UTM zone 41N,conversion,,,,,1953,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16042,UTM zone 42N,conversion,,,,,1955,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16043,UTM zone 43N,conversion,,,,,1957,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16044,UTM zone 44N,conversion,,,,,1959,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16045,UTM zone 45N,conversion,,,,,1961,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16046,UTM zone 46N,conversion,,,,,1963,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16047,UTM zone 47N,conversion,,,,,1965,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16048,UTM zone 48N,conversion,,,,,1967,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16049,UTM zone 49N,conversion,,,,,1969,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16050,UTM zone 50N,conversion,,,,,1971,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16051,UTM zone 51N,conversion,,,,,1973,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16052,UTM zone 52N,conversion,,,,,1975,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16053,UTM zone 53N,conversion,,,,,1977,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16054,UTM zone 54N,conversion,,,,,1979,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16055,UTM zone 55N,conversion,,,,,1981,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16056,UTM zone 56N,conversion,,,,,1983,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16057,UTM zone 57N,conversion,,,,,1985,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16058,UTM zone 58N,conversion,,,,,1987,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16059,UTM zone 59N,conversion,,,,,1989,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16060,UTM zone 60N,conversion,,,,,1991,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16061,Universal Polar Stereographic North,conversion,,,,,1996,Large and medium scale topographic mapping and engineering survey.,0,9810,,,,NIMA TR8358.2,EPSG,2000-03-07,97.18 2000.094 2003.22,1,0
-16065,TM35FIN,conversion,,,,,1095,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Identical to UTM zone 35N (code 16035) except for area of use. TM35FIN is used in conjunction with ETRS89 for mapping all Finnish territory (from 19°E to 31.6°E) in a single zone.,National Land Survey of Finland.,EPSG,2004-03-09,,1,0
-16070,3-degree Gauss-Kruger zone 40,conversion,,,,,2628,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 120E (code 16170). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16071,3-degree Gauss-Kruger zone 41,conversion,,,,,2629,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 123E (code 16321). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16072,3-degree Gauss-Kruger zone 42,conversion,,,,,2630,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 126E (code 16172). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16073,3-degree Gauss-Kruger zone 43,conversion,,,,,2631,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 129E (code 16322). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16074,3-degree Gauss-Kruger zone 44,conversion,,,,,2632,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 132E (code 16174). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16075,3-degree Gauss-Kruger zone 45,conversion,,,,,2633,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 135E (code 16323). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16076,3-degree Gauss-Kruger zone 46,conversion,,,,,2634,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 138E (code 16176). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16077,3-degree Gauss-Kruger zone 47,conversion,,,,,2635,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 141E (code 16324). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16078,3-degree Gauss-Kruger zone 48,conversion,,,,,2636,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 144E (code 16178). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16079,3-degree Gauss-Kruger zone 49,conversion,,,,,2637,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 147E (code 16325). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16080,3-degree Gauss-Kruger zone 50,conversion,,,,,2638,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 150E (code 16180). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16081,3-degree Gauss-Kruger zone 51,conversion,,,,,2639,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 153E (code 16326). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16082,3-degree Gauss-Kruger zone 52,conversion,,,,,2640,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 156E (code 16182). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16083,3-degree Gauss-Kruger zone 53,conversion,,,,,2641,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 159E (code 16327). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16084,3-degree Gauss-Kruger zone 54,conversion,,,,,2642,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 162E (code 16184). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16085,3-degree Gauss-Kruger zone 55,conversion,,,,,2643,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 165E (code 16328). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16086,3-degree Gauss-Kruger zone 56,conversion,,,,,2644,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 168E (code 16186). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16087,3-degree Gauss-Kruger zone 57,conversion,,,,,2645,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 171E (code 16329). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16088,3-degree Gauss-Kruger zone 58,conversion,,,,,2646,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 174E (code 16188). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16089,3-degree Gauss-Kruger zone 59,conversion,,,,,2647,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 177E (code 16330). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16090,3-degree Gauss-Kruger zone 60,conversion,,,,,2648,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 180 (code 16190). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,1
-16091,3-degree Gauss-Kruger zone 61,conversion,,,,,2649,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 177W (code 16331). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16092,3-degree Gauss-Kruger zone 62,conversion,,,,,2650,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 174W (code 16192). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16093,3-degree Gauss-Kruger zone 63,conversion,,,,,2651,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 171W (code 16332). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16094,3-degree Gauss-Kruger zone 64,conversion,,,,,2652,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 168W (code 16194). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16099,3-degree Gauss-Kruger zone 60,conversion,,,,,2648,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 180 (code 16190). Original transformation by Gauss-Kruger formula.,EPSG,OGP,2006-06-02,,1,0
-16100,UTM grid system (southern hemisphere),conversion,,,,,1999,For strict use within zone boundaries,0,9824,,,Use UTM zone xx S (codes 16101-16160) for use outwith zone boundary or when easting is not prefixed by zone number.,EPSG,EPSG,2001-06-05,,1,0
-16101,UTM zone 1S,conversion,,,,,1874,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16102,UTM zone 2S,conversion,,,,,1876,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16103,UTM zone 3S,conversion,,,,,1878,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16104,UTM zone 4S,conversion,,,,,1880,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16105,UTM zone 5S,conversion,,,,,1882,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16106,UTM zone 6S,conversion,,,,,1884,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16107,UTM zone 7S,conversion,,,,,1886,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16108,UTM zone 8S,conversion,,,,,1888,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16109,UTM zone 9S,conversion,,,,,1890,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16110,UTM zone 10S,conversion,,,,,1892,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16111,UTM zone 11S,conversion,,,,,1894,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16112,UTM zone 12S,conversion,,,,,1896,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16113,UTM zone 13S,conversion,,,,,1898,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16114,UTM zone 14S,conversion,,,,,1900,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16115,UTM zone 15S,conversion,,,,,1902,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16116,UTM zone 16S,conversion,,,,,1904,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16117,UTM zone 17S,conversion,,,,,1906,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16118,UTM zone 18S,conversion,,,,,1908,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16119,UTM zone 19S,conversion,,,,,1910,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16120,UTM zone 20S,conversion,,,,,1912,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16121,UTM zone 21S,conversion,,,,,1914,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16122,UTM zone 22S,conversion,,,,,1916,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16123,UTM zone 23S,conversion,,,,,1918,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16124,UTM zone 24S,conversion,,,,,1920,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16125,UTM zone 25S,conversion,,,,,1922,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16126,UTM zone 26S,conversion,,,,,1924,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16127,UTM zone 27S,conversion,,,,,1926,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16128,UTM zone 28S,conversion,,,,,1928,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16129,UTM zone 29S,conversion,,,,,1930,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16130,UTM zone 30S,conversion,,,,,1932,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16131,UTM zone 31S,conversion,,,,,1934,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16132,UTM zone 32S,conversion,,,,,1936,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16133,UTM zone 33S,conversion,,,,,1938,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16134,UTM zone 34S,conversion,,,,,1940,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16135,UTM zone 35S,conversion,,,,,1942,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16136,UTM zone 36S,conversion,,,,,1944,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16137,UTM zone 37S,conversion,,,,,1946,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16138,UTM zone 38S,conversion,,,,,1948,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16139,UTM zone 39S,conversion,,,,,1950,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16140,UTM zone 40S,conversion,,,,,1952,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16141,UTM zone 41S,conversion,,,,,1954,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16142,UTM zone 42S,conversion,,,,,1956,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16143,UTM zone 43S,conversion,,,,,1958,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16144,UTM zone 44S,conversion,,,,,1960,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16145,UTM zone 45S,conversion,,,,,1962,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16146,UTM zone 46S,conversion,,,,,1964,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16147,UTM zone 47S,conversion,,,,,1966,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16148,UTM zone 48S,conversion,,,,,1968,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16149,UTM zone 49S,conversion,,,,,1970,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16150,UTM zone 50S,conversion,,,,,1972,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16151,UTM zone 51S,conversion,,,,,1974,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16152,UTM zone 52S,conversion,,,,,1976,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16153,UTM zone 53S,conversion,,,,,1978,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16154,UTM zone 54S,conversion,,,,,1980,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16155,UTM zone 55S,conversion,,,,,1982,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16156,UTM zone 56S,conversion,,,,,1984,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16157,UTM zone 57S,conversion,,,,,1986,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16158,UTM zone 58S,conversion,,,,,1988,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16159,UTM zone 59S,conversion,,,,,1990,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16160,UTM zone 60S,conversion,,,,,1992,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.28,1,0
-16161,Universal Polar Stereographic South,conversion,,,,,1997,Large and medium scale topographic mapping and engineering survey.,0,9810,,,,NIMA TR8358.2,EPSG,2000-03-07,97.18 2000.094 2003.22,1,0
-16170,3-degree Gauss-Kruger CM 120E,conversion,,,,,2628,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 40N (code 16070) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16171,3-degree Gauss-Kruger CM 123E,conversion,,,,,2629,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 41N (code 16071) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16172,3-degree Gauss-Kruger CM 126E,conversion,,,,,2630,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 42N (code 16072) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16173,3-degree Gauss-Kruger CM 129E,conversion,,,,,2631,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 43N (code 16073) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16174,3-degree Gauss-Kruger CM 132E,conversion,,,,,2632,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 44N (code 16074) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16175,3-degree Gauss-Kruger CM 135E,conversion,,,,,2633,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 45N (code 16075) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16176,3-degree Gauss-Kruger CM 138E,conversion,,,,,2634,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 46N (code 16076) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16177,3-degree Gauss-Kruger CM 141E,conversion,,,,,2635,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 47N (code 16077) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16178,3-degree Gauss-Kruger CM 144E,conversion,,,,,2636,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 48N (code 16078) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16179,3-degree Gauss-Kruger CM 147E,conversion,,,,,2637,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 49N (code 16079) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16180,3-degree Gauss-Kruger CM 150E,conversion,,,,,2638,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 50N (code 16080) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16181,3-degree Gauss-Kruger CM 153E,conversion,,,,,2639,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 51N (code 16081) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16182,3-degree Gauss-Kruger CM 156E,conversion,,,,,2640,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 52N (code 16082) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16183,3-degree Gauss-Kruger CM 159E,conversion,,,,,2641,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 53N (code 16083) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16184,3-degree Gauss-Kruger CM 162E,conversion,,,,,2642,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 54N (code 16084) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16185,3-degree Gauss-Kruger CM 165E,conversion,,,,,2643,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 55N (code 16085) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16186,3-degree Gauss-Kruger CM 168E,conversion,,,,,2644,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 56N (code 16086) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16187,3-degree Gauss-Kruger CM 171E,conversion,,,,,2645,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 57N (code 16087) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16188,3-degree Gauss-Kruger CM 174E,conversion,,,,,2646,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 58N (code 16088) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16189,3-degree Gauss-Kruger CM 177E,conversion,,,,,2647,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 59N (code 16089) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16190,3-degree Gauss-Kruger CM 180,conversion,,,,,2648,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 60N (code 16099) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-06-02,2006.37,1,0
-16191,3-degree Gauss-Kruger CM 177W,conversion,,,,,2649,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 61N (code 16091) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16192,3-degree Gauss-Kruger CM 174W,conversion,,,,,2650,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 62N (code 16092) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16193,3-degree Gauss-Kruger CM 171W,conversion,,,,,2651,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 63N (code 16093) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16194,3-degree Gauss-Kruger CM 168W,conversion,,,,,2652,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 64N (code 16094) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16201,6-degree Gauss-Kruger zone 1,conversion,,,,,1933,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 3E (code 16301). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16202,6-degree Gauss-Kruger zone 2,conversion,,,,,2741,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 9E (code 16302). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16203,6-degree Gauss-Kruger zone 3,conversion,,,,,2742,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 15E (code 16303). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16204,6-degree Gauss-Kruger zone 4,conversion,,,,,2743,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 21E (code 16304). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16205,6-degree Gauss-Kruger zone 5,conversion,,,,,2744,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 27E (code 16305). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16206,6-degree Gauss-Kruger zone 6,conversion,,,,,2745,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 33E (code 16306). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16207,6-degree Gauss-Kruger zone 7,conversion,,,,,2746,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 39E (code 16307). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16208,6-degree Gauss-Kruger zone 8,conversion,,,,,1947,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 45E (code 16308). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16209,6-degree Gauss-Kruger zone 9,conversion,,,,,1949,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 51E (code 16309). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16210,6-degree Gauss-Kruger zone 10,conversion,,,,,1951,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 57E (code 16310). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16211,6-degree Gauss-Kruger zone 11,conversion,,,,,1953,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 63E (code 16311). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16212,6-degree Gauss-Kruger zone 12,conversion,,,,,1955,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 69E (code 16312). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16213,6-degree Gauss-Kruger zone 13,conversion,,,,,1957,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 75E (code 16313). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16214,6-degree Gauss-Kruger zone 14,conversion,,,,,1959,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 81E (code 16314). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16215,6-degree Gauss-Kruger zone 15,conversion,,,,,1961,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 87E (code 16315). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16216,6-degree Gauss-Kruger zone 16,conversion,,,,,1963,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 93E (code 16316). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16217,6-degree Gauss-Kruger zone 17,conversion,,,,,1965,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 99E (code 16317). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16218,6-degree Gauss-Kruger zone 18,conversion,,,,,1967,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 105E (code 16318). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16219,6-degree Gauss-Kruger zone 19,conversion,,,,,1969,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 111E (code 16319). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16220,6-degree Gauss-Kruger zone 20,conversion,,,,,1971,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 117E (code 16320). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16221,6-degree Gauss-Kruger zone 21,conversion,,,,,1973,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 123E (code 16321). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16222,6-degree Gauss-Kruger zone 22,conversion,,,,,1975,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 129E (code 16322). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16223,6-degree Gauss-Kruger zone 23,conversion,,,,,1977,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 135E (code 16323). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16224,6-degree Gauss-Kruger zone 24,conversion,,,,,1979,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 141E (code 16324). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16225,6-degree Gauss-Kruger zone 25,conversion,,,,,1981,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 147E (code 16325). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16226,6-degree Gauss-Kruger zone 26,conversion,,,,,1983,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 153E (code 16326). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16227,6-degree Gauss-Kruger zone 27,conversion,,,,,1985,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 159E (code 16327). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16228,6-degree Gauss-Kruger zone 28,conversion,,,,,1987,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 165E (code 16328). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16229,6-degree Gauss-Kruger zone 29,conversion,,,,,1989,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 171E (code 16329). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16230,6-degree Gauss-Kruger zone 30,conversion,,,,,1991,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 177E (code 16330). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16231,6-degree Gauss-Kruger zone 31,conversion,,,,,1873,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 177W (code 16331). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16232,6-degree Gauss-Kruger zone 32,conversion,,,,,1875,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 171W (code 16332). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,95.28 2002.36,1,0
-16233,6-degree Gauss-Kruger zone 33,conversion,,,,,1877,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 165W (code 16333). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16234,6-degree Gauss-Kruger zone 34,conversion,,,,,1879,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 159W (code 16334). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16235,6-degree Gauss-Kruger zone 35,conversion,,,,,1881,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 153W (code 16335). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16236,6-degree Gauss-Kruger zone 36,conversion,,,,,1883,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 147W (code 16336). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16237,6-degree Gauss-Kruger zone 37,conversion,,,,,1885,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 141W (code 16337). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16238,6-degree Gauss-Kruger zone 38,conversion,,,,,1887,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 135W (code 16338). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16239,6-degree Gauss-Kruger zone 39,conversion,,,,,1889,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 129W (code 16339). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16240,6-degree Gauss-Kruger zone 40,conversion,,,,,1891,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 123W (code 16340). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16241,6-degree Gauss-Kruger zone 41,conversion,,,,,1893,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 117W (code 16341). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16242,6-degree Gauss-Kruger zone 42,conversion,,,,,1895,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 111W (code 16342). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16243,6-degree Gauss-Kruger zone 43,conversion,,,,,1897,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 105W (code 16343). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16244,6-degree Gauss-Kruger zone 44,conversion,,,,,1899,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 99W (code 16344). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16245,6-degree Gauss-Kruger zone 45,conversion,,,,,1901,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 93W (code 16345). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16246,6-degree Gauss-Kruger zone 46,conversion,,,,,1903,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 87W (code 16346). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16247,6-degree Gauss-Kruger zone 47,conversion,,,,,2732,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 81W (code 16347). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16248,6-degree Gauss-Kruger zone 48,conversion,,,,,2733,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 75W (code 16348). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16249,6-degree Gauss-Kruger zone 49,conversion,,,,,2734,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 69W (code 16349). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16250,6-degree Gauss-Kruger zone 50,conversion,,,,,2735,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 63W (code 16350). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16251,6-degree Gauss-Kruger zone 51,conversion,,,,,2736,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 57W (code 16351). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16252,6-degree Gauss-Kruger zone 52,conversion,,,,,2737,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 51W (code 16352). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16253,6-degree Gauss-Kruger zone 53,conversion,,,,,2738,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 45W (code 16353). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16254,6-degree Gauss-Kruger zone 54,conversion,,,,,2739,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 39W (code 16354). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16255,6-degree Gauss-Kruger zone 55,conversion,,,,,1921,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 33W (code 16355). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16256,6-degree Gauss-Kruger zone 56,conversion,,,,,1923,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 27W (code 16356). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16257,6-degree Gauss-Kruger zone 57,conversion,,,,,1925,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 21W (code 16357). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16258,6-degree Gauss-Kruger zone 58,conversion,,,,,1927,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 15W (code 16358). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16259,6-degree Gauss-Kruger zone 59,conversion,,,,,1929,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 9W (code 16359). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16260,6-degree Gauss-Kruger zone 60,conversion,,,,,1931,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 3W (code 16360). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16261,3-degree Gauss-Kruger zone 1,conversion,,,,,2299,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 3E (code 16301). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16262,3-degree Gauss-Kruger zone 2,conversion,,,,,2300,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 6E (code 16362). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16263,3-degree Gauss-Kruger zone 3,conversion,,,,,2301,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 9E (code 16302). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16264,3-degree Gauss-Kruger zone 4,conversion,,,,,2302,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 12E (code 16364). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16265,3-degree Gauss-Kruger zone 5,conversion,,,,,2303,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 15E (code 16303). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16266,3-degree Gauss-Kruger zone 6,conversion,,,,,2304,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 18E (code 16366). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16267,3-degree Gauss-Kruger zone 7,conversion,,,,,2305,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 21E (code 16304). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16268,3-degree Gauss-Kruger zone 8,conversion,,,,,2306,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 24E (code 16368). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16269,3-degree Gauss-Kruger zone 9,conversion,,,,,2534,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 27E (code 16305). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16270,3-degree Gauss-Kruger zone 10,conversion,,,,,2535,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 30E (code 16370). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16271,3-degree Gauss-Kruger zone 11,conversion,,,,,2536,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 33E (code 16306). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16272,3-degree Gauss-Kruger zone 12,conversion,,,,,2537,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 36E (code 16372). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16273,3-degree Gauss-Kruger zone 13,conversion,,,,,2538,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 39E (code 16307). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16274,3-degree Gauss-Kruger zone 14,conversion,,,,,2539,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 42E (code 16374). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16275,3-degree Gauss-Kruger zone 15,conversion,,,,,2540,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 45E (code 16308). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16276,3-degree Gauss-Kruger zone 16,conversion,,,,,2604,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 48E (code 16376). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16277,3-degree Gauss-Kruger zone 17,conversion,,,,,2605,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 51E (code 16309). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16278,3-degree Gauss-Kruger zone 18,conversion,,,,,2606,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 54E (code 16378). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16279,3-degree Gauss-Kruger zone 19,conversion,,,,,2607,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 57E (code 16310). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16280,3-degree Gauss-Kruger zone 20,conversion,,,,,2608,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 60E (code 16380). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16281,3-degree Gauss-Kruger zone 21,conversion,,,,,2609,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 63E (code 16311). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16282,3-degree Gauss-Kruger zone 22,conversion,,,,,2610,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 66E (code 16382). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16283,3-degree Gauss-Kruger zone 23,conversion,,,,,2611,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 69E (code 16312). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16284,3-degree Gauss-Kruger zone 24,conversion,,,,,2612,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 72E (code 16384). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16285,3-degree Gauss-Kruger zone 25,conversion,,,,,2613,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 75E (code 16313). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16286,3-degree Gauss-Kruger zone 26,conversion,,,,,2614,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 78E (code 16386). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16287,3-degree Gauss-Kruger zone 27,conversion,,,,,2615,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 81E (code 16314). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16288,3-degree Gauss-Kruger zone 28,conversion,,,,,2616,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 84E (code 16388). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16289,3-degree Gauss-Kruger zone 29,conversion,,,,,2617,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 87E (code 16315). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16290,3-degree Gauss-Kruger zone 30,conversion,,,,,2618,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 90E (code 16390). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16291,3-degree Gauss-Kruger zone 31,conversion,,,,,2619,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 93E (code 16316). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16292,3-degree Gauss-Kruger zone 32,conversion,,,,,2620,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 96E (code 16392). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16293,3-degree Gauss-Kruger zone 33,conversion,,,,,2621,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 99E (code 16317). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36 2006.592,1,0
-16294,3-degree Gauss-Kruger zone 34,conversion,,,,,2622,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 102E (code 16394). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16295,3-degree Gauss-Kruger zone 35,conversion,,,,,2623,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 105E (code 16318). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16296,3-degree Gauss-Kruger zone 36,conversion,,,,,2624,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 108E (code 16396). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16297,3-degree Gauss-Kruger zone 37,conversion,,,,,2625,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 111E (code 16319). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16298,3-degree Gauss-Kruger zone 38,conversion,,,,,2626,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 114E (code 16398). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16299,3-degree Gauss-Kruger zone 39,conversion,,,,,2627,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 117E (code 16320). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16301,Gauss-Kruger CM 3E,conversion,,,,,1933,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 1N (code 16201), or for a restricted longitude range 3-degree Gauss-Kruger zone 1N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,2006.592,1,0
-16302,Gauss-Kruger CM 9E,conversion,,,,,1935,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 2N (code 16202), or for a restricted longitude range 3-degree Gauss-Kruger zone 3N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16303,Gauss-Kruger CM 15E,conversion,,,,,1937,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 3N (code 16203), or for a restricted longitude range 3-degree Gauss-Kruger zone 5N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,2002.36 2006.592,1,0
-16304,Gauss-Kruger CM 21E,conversion,,,,,1939,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 4N (code 16204), or for a restricted longitude range 3-degree Gauss-Kruger zone 7N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16305,Gauss-Kruger CM 27E,conversion,,,,,1941,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 5N (code 16205), or for a restricted longitude range 3-degree Gauss-Kruger zone 9N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16306,Gauss-Kruger CM 33E,conversion,,,,,1943,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 6N (code 16206), or for a restricted longitude range 3-degree Gauss-Kruger zone 11N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16307,Gauss-Kruger CM 39E,conversion,,,,,1945,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 7N (code 16207), or for a restricted longitude range 3-degree Gauss-Kruger zone 13N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16308,Gauss-Kruger CM 45E,conversion,,,,,1947,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 8N (code 16208), or for a restricted longitude range 3-degree Gauss-Kruger zone 15N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16309,Gauss-Kruger CM 51E,conversion,,,,,1949,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 9N (code 16209), or for a restricted longitude range 3-degree Gauss-Kruger zone 17N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16310,Gauss-Kruger CM 57E,conversion,,,,,1951,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 10N (code 16210), or for a restricted longitude range 3-degree Gauss-Kruger zone 19N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16311,Gauss-Kruger CM 63E,conversion,,,,,1953,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 11N (code 16211), or for a restricted longitude range 3-degree Gauss-Kruger zone 21N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16312,Gauss-Kruger CM 69E,conversion,,,,,1955,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 12N (code 16212), or for a restricted longitude range 3-degree Gauss-Kruger zone 23N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16313,Gauss-Kruger CM 75E,conversion,,,,,1957,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 13N (code 16213), or for a restricted longitude range 3-degree Gauss-Kruger zone 25N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16314,Gauss-Kruger CM 81E,conversion,,,,,1959,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 14N (code 16214), or for a restricted longitude range 3-degree Gauss-Kruger zone 27N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16315,Gauss-Kruger CM 87E,conversion,,,,,1961,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 15N (code 16215), or for a restricted longitude range 3-degree Gauss-Kruger zone 29N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16316,Gauss-Kruger CM 93E,conversion,,,,,1963,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 16N (code 16216), or for a restricted longitude range 3-degree Gauss-Kruger zone 31N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16317,Gauss-Kruger CM 99E,conversion,,,,,1965,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 17N (code 16217), or for a restricted longitude range 3-degree Gauss-Kruger zone 33N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16318,Gauss-Kruger CM 105E,conversion,,,,,1967,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 18N (code 16218), or for a restricted longitude range 3-degree Gauss-Kruger zone 35N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16319,Gauss-Kruger CM 111E,conversion,,,,,1969,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 19N (code 16219), or for a restricted longitude range 3-degree Gauss-Kruger zone 37N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16320,Gauss-Kruger CM 117E,conversion,,,,,1971,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 20N (code 16220), or for a restricted longitude range 3-degree Gauss-Kruger zone 39N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16321,Gauss-Kruger CM 123E,conversion,,,,,1973,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 21N (code 16221), or for a restricted longitude range 3-degree Gauss-Kruger zone 41N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16322,Gauss-Kruger CM 129E,conversion,,,,,1975,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 22N (code 16222), or for a restricted longitude range 3-degree Gauss-Kruger zone 43N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16323,Gauss-Kruger CM 135E,conversion,,,,,1977,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 23N (code 16223), or for a restricted longitude range 3-degree Gauss-Kruger zone 45N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16324,Gauss-Kruger CM 141E,conversion,,,,,1979,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 24N (code 16224), or for a restricted longitude range 3-degree Gauss-Kruger zone 47N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16325,Gauss-Kruger CM 147E,conversion,,,,,1981,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 25N (code 16225), or for a restricted longitude range 3-degree Gauss-Kruger zone 49N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16326,Gauss-Kruger CM 153E,conversion,,,,,1983,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 26N (code 16226), or for a restricted longitude range 3-degree Gauss-Kruger zone 51N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16327,Gauss-Kruger CM 159E,conversion,,,,,1985,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 27N (code 16227), or for a restricted longitude range 3-degree Gauss-Kruger zone 53N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16328,Gauss-Kruger CM 165E,conversion,,,,,1987,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 28N (code 16228), or for a restricted longitude range 3-degree Gauss-Kruger zone 55N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16329,Gauss-Kruger CM 171E,conversion,,,,,1989,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 29N (code 16229), or for a restricted longitude range 3-degree Gauss-Kruger zone 57N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16330,Gauss-Kruger CM 177E,conversion,,,,,1991,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 30N (code 16230), or for a restricted longitude range 3-degree Gauss-Kruger zone 59N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16331,Gauss-Kruger CM 177W,conversion,,,,,1873,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 31N (code 16231), or for a restricted longitude range 3-degree Gauss-Kruger zone 61N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16332,Gauss-Kruger CM 171W,conversion,,,,,1875,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 32N (code 16232), or for a restricted longitude range 3-degree Gauss-Kruger zone 62N (code 16261). Original transformation by Gauss-Kruger formula.",EPSG,EPSG,2006-07-25,95.28 2002.36 2006.592,1,0
-16333,Gauss-Kruger CM 165W,conversion,,,,,1877,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 33N (code 16233). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16334,Gauss-Kruger CM 159W,conversion,,,,,1879,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 34N (code 16234). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16335,Gauss-Kruger CM 153W,conversion,,,,,1881,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 35N (code 16235). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16336,Gauss-Kruger CM 147W,conversion,,,,,1883,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 36N (code 16236). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16337,Gauss-Kruger CM 141W,conversion,,,,,1885,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 37N (code 16237). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16338,Gauss-Kruger CM 135W,conversion,,,,,1887,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 38N (code 16238). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16339,Gauss-Kruger CM 129W,conversion,,,,,1889,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 39N (code 16239). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16340,Gauss-Kruger CM 123W,conversion,,,,,1891,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 40N (code 16240). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16341,Gauss-Kruger CM 117W,conversion,,,,,1893,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 41N (code 16241). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16342,Gauss-Kruger CM 111W,conversion,,,,,1895,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 42N (code 16242). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16343,Gauss-Kruger CM 105W,conversion,,,,,1897,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 43N (code 16243). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16344,Gauss-Kruger CM 99W,conversion,,,,,1899,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 44N (code 16244). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16345,Gauss-Kruger CM 93W,conversion,,,,,1901,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 45N (code 16245). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16346,Gauss-Kruger CM 87W,conversion,,,,,1903,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 46N (code 16246). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16347,Gauss-Kruger CM 81W,conversion,,,,,1905,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 47N (code 16247). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16348,Gauss-Kruger CM 75W,conversion,,,,,1907,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 48N (code 16248). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16349,Gauss-Kruger CM 69W,conversion,,,,,1909,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 49N (code 16249). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16350,Gauss-Kruger CM 63W,conversion,,,,,1911,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 50N (code 16250). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16351,Gauss-Kruger CM 57W,conversion,,,,,1913,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 51N (code 16251). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16352,Gauss-Kruger CM 51W,conversion,,,,,1915,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 52N (code 16252). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16353,Gauss-Kruger CM 45W,conversion,,,,,1917,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 53N (code 16253). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16354,Gauss-Kruger CM 39W,conversion,,,,,1919,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 54N (code 16254). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16355,Gauss-Kruger CM 33W,conversion,,,,,1921,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 55N (code 16255). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16356,Gauss-Kruger CM 27W,conversion,,,,,1923,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 56N (code 16256). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16357,Gauss-Kruger CM 21W,conversion,,,,,1925,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 57N (code 16257). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16358,Gauss-Kruger CM 15W,conversion,,,,,1927,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 58N (code 16258). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16359,Gauss-Kruger CM 9W,conversion,,,,,1929,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 59N (code 16259). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16360,Gauss-Kruger CM 3W,conversion,,,,,1931,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 60N (code 16260). Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2006-07-25,2006.592,1,0
-16361,3-degree Gauss-Kruger CM 3E,conversion,,,,,2299,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 1N (code 16261) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,1
-16362,3-degree Gauss-Kruger CM 6E,conversion,,,,,2300,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 2N (code 16262) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16363,3-degree Gauss-Kruger CM 9E,conversion,,,,,2301,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 3N (code 16263) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,1
-16364,3-degree Gauss-Kruger CM 12E,conversion,,,,,2302,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 4N (code 16264) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16365,3-degree Gauss-Kruger CM 15E,conversion,,,,,2303,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 5N (code 16265) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,1
-16366,3-degree Gauss-Kruger CM 18E,conversion,,,,,2304,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 6N (code 16266) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16367,3-degree Gauss-Kruger CM 21E,conversion,,,,,2305,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 7N (code 16267) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,1
-16368,3-degree Gauss-Kruger CM 24E,conversion,,,,,2306,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 8N (code 16268) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2002.36,1,0
-16369,3-degree Gauss-Kruger CM 27E,conversion,,,,,2534,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 9N (code 16269) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16370,3-degree Gauss-Kruger CM 30E,conversion,,,,,2535,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 10N (code 16270) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16371,3-degree Gauss-Kruger CM 33E,conversion,,,,,2536,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 11N (code 16271) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16372,3-degree Gauss-Kruger CM 36E,conversion,,,,,2537,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 12N (code 16272) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16373,3-degree Gauss-Kruger CM 39E,conversion,,,,,2538,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 13N (code 16273) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16374,3-degree Gauss-Kruger CM 42E,conversion,,,,,2539,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 14N (code 16274) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16375,3-degree Gauss-Kruger CM 45E,conversion,,,,,2540,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 15N (code 16275) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16376,3-degree Gauss-Kruger CM 48E,conversion,,,,,2604,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 16N (code 16276) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,2003.052,1,0
-16377,3-degree Gauss-Kruger CM 51E,conversion,,,,,2605,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 17N (code 16277) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16378,3-degree Gauss-Kruger CM 54E,conversion,,,,,2606,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 18N (code 16278) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16379,3-degree Gauss-Kruger CM 57E,conversion,,,,,2607,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 19N (code 16279) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16380,3-degree Gauss-Kruger CM 60E,conversion,,,,,2608,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 20N (code 16280) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16381,3-degree Gauss-Kruger CM 63E,conversion,,,,,2609,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 21N (code 16281) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16382,3-degree Gauss-Kruger CM 66E,conversion,,,,,2610,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 22N (code 16282) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16383,3-degree Gauss-Kruger CM 69E,conversion,,,,,2611,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 23N (code 16283) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16384,3-degree Gauss-Kruger CM 72E,conversion,,,,,2612,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 24N (code 16284) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16385,3-degree Gauss-Kruger CM 75E,conversion,,,,,2613,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 25N (code 16285) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16386,3-degree Gauss-Kruger CM 78E,conversion,,,,,2614,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 26N (code 16286) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16387,3-degree Gauss-Kruger CM 81E,conversion,,,,,2615,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 27N (code 16287) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16388,3-degree Gauss-Kruger CM 84E,conversion,,,,,2616,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 28N (code 16288) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16389,3-degree Gauss-Kruger CM 87E,conversion,,,,,2617,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 29N (code 16289) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16390,3-degree Gauss-Kruger CM 90E,conversion,,,,,2618,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 30N (code 16290) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16391,3-degree Gauss-Kruger CM 93E,conversion,,,,,2619,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 31N (code 16291) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16392,3-degree Gauss-Kruger CM 96E,conversion,,,,,2620,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 32N (code 16292) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16393,3-degree Gauss-Kruger CM 99E,conversion,,,,,2621,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 33N (code 16293) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16394,3-degree Gauss-Kruger CM 102E,conversion,,,,,2622,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 34N (code 16294) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16395,3-degree Gauss-Kruger CM 105E,conversion,,,,,2623,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 35N (code 16295) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16396,3-degree Gauss-Kruger CM 108E,conversion,,,,,2624,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 36N (code 16296) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16397,3-degree Gauss-Kruger CM 111E,conversion,,,,,2625,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 37N (code 16297) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16398,3-degree Gauss-Kruger CM 114E,conversion,,,,,2626,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 38N (code 16298) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,0
-16399,3-degree Gauss-Kruger CM 117E,conversion,,,,,2627,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 39N (code 16299) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,EPSG,EPSG,2002-06-22,,1,1
-16400,TM 0 N,conversion,,,,,1629,Oil exploration.,0,9807,,,,Shell UK,EPSG,1998-11-11,,1,0
-16405,TM 5 NE,conversion,,,,,1630,Oil exploration.,0,9807,,,,NAM,EPSG,1998-11-11,,1,0
-16406,TM 6 NE,conversion,,,,,1717,Oil exploration.,0,9807,,,Used by ExxonMobil for deepwater blocks offshore Nigeria.,ExxonMobil,EPSG,2002-02-12,,1,0
-16411,TM 11 NE,conversion,,,,,1489,Oil exploration.,0,9807,,,,Total-Fina,EPSG,2000-03-07,,1,0
-16412,TM 12 NE,conversion,,,,,1143,Oil exploration.,0,9807,,,,Total-Fina,EPSG,2000-03-07,,1,0
-16413,TM 13 NE,conversion,,,,,2771,Oil exploration.,0,9807,,,,TotalFinaElf,EPSG,2002-06-28,,1,0
-16430,TM 30 NE,conversion,,,,,2546,Oil exploration.,0,9807,,,,TotalFinaElf,EPSG,2001-11-06,,1,0
-16490,Bangladesh Transverse Mercator,conversion,,,,,1041,Oil exploration.,0,9807,,,,Survey of Bangladesh via IGN Paris,EPSG,2004-10-14,,1,0
-16506,TM 106 NE,conversion,,,,,1495,Oil exploration.,0,9807,,,,PetroVietnam,EPSG,2000-03-07,,1,0
-16586,GK 106 NE,conversion,,,,,1494,Oil exploration.,0,9807,,,,BP Amoco,EPSG,2000-03-07,,1,0
-16611,TM 11.30 SE,conversion,,,,,1605,Oil exploration.,0,9807,,,,Esso Angola,EPSG,1998-11-11,,1,0
-16612,TM 12 SE,conversion,,,,,1604,Oil exploration.,0,9807,,,,Shell Angola,EPSG,1998-11-11,,1,0
-16636,TM 36 SE,conversion,,,,,1726,Oil exploration.,0,9807,,,,BP Mozambique,EPSG,1998-11-11,,1,0
-16709,TM 109 SE,conversion,,,,,2577,Oil exploration.,0,9807,,,Used by Arco and BP for ONWJ.,BP,EPSG,2002-02-12,,1,0
-16716,TM 116 SE,conversion,,,,,2588,Oil exploration.,0,9807,,,Used by BP for Terang-Sirasun.,BP,EPSG,2002-02-12,,1,0
-16732,TM 132 SE,conversion,,,,,2589,Oil exploration.,0,9807,,,Used for Tangguh developments.,BP,EPSG,2002-02-12,,1,0
-17001,TM 1 NW,conversion,,,,,1505,Oil exploration.,0,9807,,,,Various industry sources,EPSG,2000-10-19,,1,0
-17005,TM 5 NW,conversion,,,,,2296,Oil exploration.,0,9807,,,,Various oil industry sources,EPSG,2001-06-05,,1,0
-17054,TM 54 NW,conversion,,,,,1727,Oil exploration.,0,9807,,,,Shell,EPSG,2000-06-10,,1,0
-17204,SCAR IMW SP19-20,conversion,,,,,2991,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17205,SCAR IMW SP21-22,conversion,,,,,2992,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17206,SCAR IMW SP23-24,conversion,,,,,2993,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17207,SCAR IMW SQ01-02,conversion,,,,,2994,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17208,SCAR IMW SQ19-20,conversion,,,,,2995,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17209,SCAR IMW SQ21-22,conversion,,,,,2996,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17210,SCAR IMW SQ37-38,conversion,,,,,2997,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17211,SCAR IMW SQ39-40,conversion,,,,,2998,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17212,SCAR IMW SQ41-42,conversion,,,,,2999,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17213,SCAR IMW SQ43-44,conversion,,,,,3000,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17214,SCAR IMW SQ45-46,conversion,,,,,3001,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17215,SCAR IMW SQ47-48,conversion,,,,,3002,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17216,SCAR IMW SQ49-50,conversion,,,,,3003,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17217,SCAR IMW SQ51-52,conversion,,,,,3004,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17218,SCAR IMW SQ53-54,conversion,,,,,3005,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17219,SCAR IMW SQ55-56,conversion,,,,,3006,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17220,SCAR IMW SQ57-58,conversion,,,,,3007,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17221,SCAR IMW SR13-14,conversion,,,,,3008,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17222,SCAR IMW SR15-16,conversion,,,,,3009,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17223,SCAR IMW SR17-18,conversion,,,,,3010,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17224,SCAR IMW SR19-20,conversion,,,,,3011,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17225,SCAR IMW SR27-28,conversion,,,,,3012,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17226,SCAR IMW SR29-30,conversion,,,,,3013,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17227,SCAR IMW SR31-32,conversion,,,,,3014,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17228,SCAR IMW SR33-34,conversion,,,,,3015,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17229,SCAR IMW SR35-36,conversion,,,,,3016,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17230,SCAR IMW SR37-38,conversion,,,,,3017,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17231,SCAR IMW SR39-40,conversion,,,,,3018,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17232,SCAR IMW SR41-42,conversion,,,,,3019,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17233,SCAR IMW SR43-44,conversion,,,,,3020,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17234,SCAR IMW SR45-46,conversion,,,,,3021,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17235,SCAR IMW SR47-48,conversion,,,,,3022,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17236,SCAR IMW SR49-50,conversion,,,,,3023,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17237,SCAR IMW SR51-52,conversion,,,,,3024,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17238,SCAR IMW SR53-54,conversion,,,,,3025,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17239,SCAR IMW SR55-56,conversion,,,,,3026,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17240,SCAR IMW SR57-58,conversion,,,,,3027,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17241,SCAR IMW SR59-60,conversion,,,,,3028,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17242,SCAR IMW SS04-06,conversion,,,,,3029,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17243,SCAR IMW SS07-09,conversion,,,,,3030,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17244,SCAR IMW SS10-12,conversion,,,,,3031,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17245,SCAR IMW SS13-15,conversion,,,,,3032,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17246,SCAR IMW SS16-18,conversion,,,,,3033,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17247,SCAR IMW SS19-21,conversion,,,,,3034,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17248,SCAR IMW SS25-27,conversion,,,,,3035,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17249,SCAR IMW SS28-30,conversion,,,,,3036,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17250,SCAR IMW SS31-33,conversion,,,,,3037,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17251,SCAR IMW SS34-36,conversion,,,,,3038,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17252,SCAR IMW SS37-39,conversion,,,,,3039,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17253,SCAR IMW SS40-42,conversion,,,,,3040,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17254,SCAR IMW SS43-45,conversion,,,,,3041,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17255,SCAR IMW SS46-48,conversion,,,,,3042,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17256,SCAR IMW SS49-51,conversion,,,,,3043,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17257,SCAR IMW SS52-54,conversion,,,,,3044,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17258,SCAR IMW SS55-57,conversion,,,,,3045,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17259,SCAR IMW SS58-60,conversion,,,,,3046,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17260,SCAR IMW ST01-04,conversion,,,,,3047,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17261,SCAR IMW ST05-08,conversion,,,,,3048,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17262,SCAR IMW ST09-12,conversion,,,,,3049,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17263,SCAR IMW ST13-16,conversion,,,,,3050,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17264,SCAR IMW ST17-20,conversion,,,,,3051,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17265,SCAR IMW ST21-24,conversion,,,,,3052,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17266,SCAR IMW ST25-28,conversion,,,,,3053,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17267,SCAR IMW ST29-32,conversion,,,,,3054,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17268,SCAR IMW ST33-36,conversion,,,,,3055,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17269,SCAR IMW ST37-40,conversion,,,,,3056,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17270,SCAR IMW ST41-44,conversion,,,,,3057,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17271,SCAR IMW ST45-48,conversion,,,,,3058,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17272,SCAR IMW ST49-52,conversion,,,,,3059,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17273,SCAR IMW ST53-56,conversion,,,,,3060,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17274,SCAR IMW ST57-60,conversion,,,,,3061,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17275,SCAR IMW SU01-05,conversion,,,,,3062,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17276,SCAR IMW SU06-10,conversion,,,,,3063,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17277,SCAR IMW SU11-15,conversion,,,,,3064,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17278,SCAR IMW SU16-20,conversion,,,,,3065,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17279,SCAR IMW SU21-25,conversion,,,,,3066,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17280,SCAR IMW SU26-30,conversion,,,,,3067,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17281,SCAR IMW SU31-35,conversion,,,,,3068,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17282,SCAR IMW SU36-40,conversion,,,,,3069,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17283,SCAR IMW SU41-45,conversion,,,,,3070,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17284,SCAR IMW SU46-50,conversion,,,,,3071,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17285,SCAR IMW SU51-55,conversion,,,,,3072,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17286,SCAR IMW SU56-60,conversion,,,,,3073,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17287,SCAR IMW SV01-10,conversion,,,,,3074,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17288,SCAR IMW SV11-20,conversion,,,,,3075,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17289,SCAR IMW SV21-30,conversion,,,,,3076,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17290,SCAR IMW SV31-40,conversion,,,,,3077,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17291,SCAR IMW SV41-50,conversion,,,,,3078,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17292,SCAR IMW SV51-60,conversion,,,,,3079,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17293,SCAR IMW SW01-60,conversion,,,,,3080,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-17294,USGS Transantarctic Mountains,conversion,,,,,3081,USGS mapping of Transantarctic mountains.,0,9802,,,,"Dr Cheryl Hallam, USGS, Reston, Virginia via Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.",EPSG,2005-04-14,,1,0
-17295,North Pole Lambert Azimuthal Equal Area (Bering Sea),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of Bering Sea area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-17296,North Pole Lambert Azimuthal Equal Area (Alaska),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of Alaskan area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-17297,North Pole Lambert Azimuthal Equal Area (Canada),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of Canadian area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-17298,North Pole Lambert Azimuthal Equal Area (Atlantic),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of North Atlantic and Greenland area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-17299,North Pole Lambert Azimuthal Equal Area (Europe),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of north European area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-17300,North Pole Lambert Azimuthal Equal Area (Russia),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of Russian area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-17321,SWEREF99 12 00,conversion,,,,,2833,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17322,SWEREF99 13 30,conversion,,,,,2834,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17323,SWEREF99 15 00,conversion,,,,,2835,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17324,SWEREF99 16 30,conversion,,,,,2836,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17325,SWEREF99 18 00,conversion,,,,,2837,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17326,SWEREF99 14 15,conversion,,,,,2838,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17327,SWEREF99 15 45,conversion,,,,,2839,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17328,SWEREF99 17 15,conversion,,,,,2840,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17329,SWEREF99 18 45,conversion,,,,,2841,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17330,SWEREF99 20 15,conversion,,,,,2842,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17331,SWEREF99 21 45,conversion,,,,,2843,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17332,SWEREF99 23 15,conversion,,,,,2844,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17333,SWEREF99 TM,conversion,,,,,1225,Medium and small scale topographic mapping.,0,9807,,,"Projection parameters are identical to UTM zone 33N. Unlike UTM zone 33N, the SWREF99 TM is used throughout all Sweden.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17334,Sweden zone 7.5 gon V,conversion,,,,,2845,"Topographic mapping, engineering survey, cadastre.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17335,Sweden zone 5 gon V,conversion,,,,,2846,"Topographic mapping, engineering survey, cadastre.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17336,Sweden zone 0 gon,conversion,,,,,2848,"Topographic mapping, engineering survey, cadastre.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17337,Sweden zone 2.5 gon O,conversion,,,,,2849,"Topographic mapping, engineering survey, cadastre.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17338,Sweden zone 5 gon O,conversion,,,,,2850,"Topographic mapping, engineering survey, cadastre.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-17348,Map Grid of Australia zone 48,conversion,,,,,1556,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02,95.30 96.29,1,0
-17349,Map Grid of Australia zone 49,conversion,,,,,1557,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02,95.30 96.29,1,0
-17350,Map Grid of Australia zone 50,conversion,,,,,1558,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02,95.30 96.29,1,0
-17351,Map Grid of Australia zone 51,conversion,,,,,1559,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02,95.30 96.29,1,0
-17352,Map Grid of Australia zone 52,conversion,,,,,1560,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02,95.30 96.29,1,0
-17353,Map Grid of Australia zone 53,conversion,,,,,1561,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02,95.30 96.29,1,0
-17354,Map Grid of Australia zone 54,conversion,,,,,1562,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02,95.30 96.29,1,0
-17355,Map Grid of Australia zone 55,conversion,,,,,1563,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02,95.30 96.29,1,0
-17356,Map Grid of Australia zone 56,conversion,,,,,1564,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02,95.30 96.29,1,0
-17357,Map Grid of Australia zone 57,conversion,,,,,1565,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02,95.30 96.29,1,0
-17358,Map Grid of Australia zone 58,conversion,,,,,1566,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,EPSG,1995-12-02,95.30 96.29,1,0
-17359,SA Lambert,conversion,,,,,2986,Natural resource mapping of whole State.,0,9802,,,,"South Australia Department for Environment and Heritage, Spatial Information Committee (SICOM); http://www.environment.sa.gov.au/mapland/sicom/sicom/lambert.html",EPSG,2004-10-20,,1,0
-17360,Vicgrid66,conversion,,,,,2285,Natural resource mapping of whole State.,0,9802,,,"May also be used to display Victoria, New South Wales, Tasmania and South Australia as a single entity. Replaced by Vicgrid94 with effect from 2nd February 2000.",Victoria Land Registry; http://www.land.vic.gov.au,EPSG,2005-01-07,,1,0
-17361,Vicgrid94,conversion,,,,,2285,Natural resource mapping of whole State.,0,9802,,,"May also be used to display Victoria, New South Wales, Tasmania and South Australia as a single entity. Replaces Vicgrid66 with effect from 2nd February 2000.",Victoria Land Registry; http://www.land.vic.gov.au,EPSG,2005-01-07,,1,0
-17362,Geoscience Australia Standard National Scale Lambert Projection,conversion,,,,,2575,Australia-wide geoscience mapping.,0,9802,,,,Geoscience Australia; http://www.ga.gov.au/map/broker/wms_info.php,EPSG,2005-01-07,,1,0
-17363,Brisbane City Survey Grid 02,conversion,,,,,2990,Engineering survey projects: design and construction.,0,9807,,,,Brisbane City Council,EPSG,2005-02-21,,1,0
-17364,New South Wales Lambert,conversion,,,,,3139,Natural resource mapping of whole State.,0,9802,,,,NSW Department of Lands.,EPSG,2005-08-18,,1,0
-17365,Australian Albers,conversion,,,,,2575,Australia-wide geoscience and statistical mapping.,0,9822,,,,"Australian Government Department of Agriculture, Fisheries and Forestry, Bureau of Rural Sciences. http://www.daff.gov.au/brs",OGP,2007-01-22,,1,0
-17401,Katanga Lambert Conformal,conversion,,,,,3147,Medium and small scale topographic mapping.,0,9802,,,,"Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.",EPSG,2005-09-30,,1,0
-17402,Katanga Transverse Mercator,conversion,,,,,3147,"Cadastre, engineering survey.",0,9807,,,,"Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.",EPSG,2005-09-30,,1,0
-17412,Congo Transverse Mercator zone 12,conversion,,,,,3150,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,EPSG,2005-09-30,,1,0
-17414,Congo Transverse Mercator zone 14,conversion,,,,,3151,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,EPSG,2005-09-30,,1,0
-17416,Congo Transverse Mercator zone 16,conversion,,,,,3152,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,EPSG,2005-09-30,,1,0
-17418,Congo Transverse Mercator zone 18,conversion,,,,,3153,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,EPSG,2005-09-30,,1,0
-17420,Congo Transverse Mercator zone 20,conversion,,,,,3154,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,EPSG,2005-09-30,,1,0
-17422,Congo Transverse Mercator zone 22,conversion,,,,,3155,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,EPSG,2005-09-30,,1,0
-17424,Congo Transverse Mercator zone 24,conversion,,,,,3156,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,EPSG,2005-09-30,,1,0
-17426,Congo Transverse Mercator zone 26,conversion,,,,,3157,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,EPSG,2005-09-30,,1,0
-17428,Congo Transverse Mercator zone 28,conversion,,,,,3158,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,EPSG,2005-09-30,,1,0
-17430,Congo Transverse Mercator zone 30,conversion,,,,,3159,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,EPSG,2005-09-30,,1,0
-17432,Indonesia TM-3 zone 46.2,conversion,,,,,1647,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17433,Indonesia TM-3 zone 47.1,conversion,,,,,3510,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17434,Indonesia TM-3 zone 47.2,conversion,,,,,3511,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17435,Indonesia TM-3 zone 48.1,conversion,,,,,3512,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17436,Indonesia TM-3 zone 48.2,conversion,,,,,3513,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17437,Indonesia TM-3 zone 49.1,conversion,,,,,3514,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17438,Indonesia TM-3 zone 49.2,conversion,,,,,3515,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17439,Indonesia TM-3 zone 50.1,conversion,,,,,3516,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17440,Indonesia TM-3 zone 50.2,conversion,,,,,3517,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17441,Indonesia TM-3 zone 51.1,conversion,,,,,3518,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17442,Indonesia TM-3 zone 51.2,conversion,,,,,3519,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17443,Indonesia TM-3 zone 52.1,conversion,,,,,3520,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17444,Indonesia TM-3 zone 52.2,conversion,,,,,3521,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17445,Indonesia TM-3 zone 53.1,conversion,,,,,3522,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17446,Indonesia TM-3 zone 53.2,conversion,,,,,3523,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17447,Indonesia TM-3 zone 54.1,conversion,,,,,1663,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-17448,Australian Map Grid zone 48,conversion,,,,,1556,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02,95.30 96.29,1,0
-17449,Australian Map Grid zone 49,conversion,,,,,1557,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02,95.30 96.29,1,0
-17450,Australian Map Grid zone 50,conversion,,,,,1558,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02,95.30 96.29,1,0
-17451,Australian Map Grid zone 51,conversion,,,,,1559,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02,95.30 96.29,1,0
-17452,Australian Map Grid zone 52,conversion,,,,,1560,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02,95.30 96.29,1,0
-17453,Australian Map Grid zone 53,conversion,,,,,1561,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02,95.30 96.29,1,0
-17454,Australian Map Grid zone 54,conversion,,,,,1567,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02,95.30 96.29,1,0
-17455,Australian Map Grid zone 55,conversion,,,,,1568,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02,95.30 96.29,1,0
-17456,Australian Map Grid zone 56,conversion,,,,,2291,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02,95.30 96.29,1,0
-17457,Australian Map Grid zone 57,conversion,,,,,1565,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02,95.30 96.29,1,0
-17458,Australian Map Grid zone 58,conversion,,,,,1566,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,EPSG,1995-12-02,95.30 96.29,1,0
-17515,South African Survey Grid zone 15,conversion,,,,,1454,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,2007-02-12,95.30 96.29 2007.022,1,0
-17517,South African Survey Grid zone 17,conversion,,,,,1455,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,2007-02-12,95.30 96.29 2007.022,1,0
-17519,South African Survey Grid zone 19,conversion,,,,,1456,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,2007-02-12,95.30 96.29 2007.022,1,0
-17521,South African Survey Grid zone 21,conversion,,,,,1457,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,2007-02-12,95.30 96.29 2007.022,1,0
-17523,South African Survey Grid zone 23,conversion,,,,,1458,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,2007-02-12,95.30 96.29 2007.022,1,0
-17525,South African Survey Grid zone 25,conversion,,,,,1459,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,2007-02-12,95.30 96.29 2007.022,1,0
-17527,South African Survey Grid zone 27,conversion,,,,,1460,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,2007-02-12,95.30 96.29 2007.022,1,0
-17529,South African Survey Grid zone 29,conversion,,,,,1461,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,2007-02-12,95.30 96.29 2007.022,1,0
-17531,South African Survey Grid zone 31,conversion,,,,,1462,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,2007-02-12,95.30 96.29 2007.022,1,0
-17533,South African Survey Grid zone 33,conversion,,,,,1463,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,EPSG,2007-02-12,95.30 96.29 2007.022,1,0
-17611,South West African Survey Grid zone 11,conversion,,,,,1838,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,2007-02-12,95.30 96.29 97.16 2007.022,1,0
-17613,South West African Survey Grid zone 13,conversion,,,,,1839,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,2007-02-12,95.30 96.29 97.16 2007.022,1,0
-17615,South West African Survey Grid zone 15,conversion,,,,,1840,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,2007-02-12,95.30 96.29 97.16 2007.022,1,0
-17617,South West African Survey Grid zone 17,conversion,,,,,1841,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,2007-02-12,95.30 96.29 97.16 2007.022,1,0
-17619,South West African Survey Grid zone 19,conversion,,,,,1842,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,2007-02-12,95.30 96.29 97.16 2007.022,1,0
-17621,South West African Survey Grid zone 21,conversion,,,,,1843,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,2007-02-12,95.30 96.29 97.16 2007.022,1,0
-17623,South West African Survey Grid zone 23,conversion,,,,,1844,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,2007-02-12,95.30 96.29 97.16 2007.022,1,0
-17625,South West African Survey Grid zone 25,conversion,,,,,1845,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,2007-02-12,95.30 96.29 97.16 2007.022,1,0
-17700,MTM Quebec zone 2,conversion,,,,,1420,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,1997-11-13,,1,0
-17701,MTM zone 1,conversion,,,,,2226,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-17702,MTM Newfoundland zone 2,conversion,,,,,2227,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-17703,MTM zone 3,conversion,,,,,2290,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-17704,MTM zone 4,conversion,,,,,2276,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-17705,MTM zone 5,conversion,,,,,2277,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-17706,MTM zone 6,conversion,,,,,2278,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-17707,MTM zone 7,conversion,,,,,1425,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,1997-11-13,,1,0
-17708,MTM zone 8,conversion,,,,,2279,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-17709,MTM zone 9,conversion,,,,,2280,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-17710,MTM zone 10,conversion,,,,,2281,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-17711,MTM zone 11,conversion,,,,,1432,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-17712,MTM zone 12,conversion,,,,,1433,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-17713,MTM zone 13,conversion,,,,,1434,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-17714,MTM zone 14,conversion,,,,,1435,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-17715,MTM zone 15,conversion,,,,,1436,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-17716,MTM zone 16,conversion,,,,,1437,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-17717,MTM zone 17,conversion,,,,,1438,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-17794,MTM Nova Scotia zone 4,conversion,,,,,1534,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,EPSG,1999-05-24,99.042,1,0
-17795,MTM Nova Scotia zone 5,conversion,,,,,1535,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,EPSG,1999-05-24,99.042,1,0
-17801,Japan Plane Rectangular CS zone I,conversion,,,,,1854,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17802,Japan Plane Rectangular CS zone II,conversion,,,,,1855,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17803,Japan Plane Rectangular CS zone III,conversion,,,,,1856,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17804,Japan Plane Rectangular CS zone IV,conversion,,,,,1857,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17805,Japan Plane Rectangular CS zone V,conversion,,,,,1858,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17806,Japan Plane Rectangular CS zone VI,conversion,,,,,1859,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17807,Japan Plane Rectangular CS zone VII,conversion,,,,,1860,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17808,Japan Plane Rectangular CS zone VIII,conversion,,,,,1861,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17809,Japan Plane Rectangular CS zone IX,conversion,,,,,1862,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17810,Japan Plane Rectangular CS zone X,conversion,,,,,1863,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17811,Japan Plane Rectangular CS zone XI,conversion,,,,,1864,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17812,Japan Plane Rectangular CS zone XII,conversion,,,,,1865,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17813,Japan Plane Rectangular CS zone XIII,conversion,,,,,1866,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,99.97 2002.08,1,0
-17814,Japan Plane Rectangular CS zone XIV,conversion,,,,,1867,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,2002.08,1,0
-17815,Japan Plane Rectangular CS zone XV,conversion,,,,,1868,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,2002.08,1,0
-17816,Japan Plane Rectangular CS zone XVI,conversion,,,,,1869,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,2002.08,1,0
-17817,Japan Plane Rectangular CS zone XVII,conversion,,,,,1870,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,2002.08,1,0
-17818,Japan Plane Rectangular CS zone XVIII,conversion,,,,,1871,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,2002.08,1,0
-17819,Japan Plane Rectangular CS zone XIX,conversion,,,,,1872,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2002-06-22,2002.08,1,0
-17901,Mount Eden Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Mount Eden Circuit 2000 (code 17931) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17902,Bay of Plenty Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Bay of Plenty Circuit 2000 (code 17932) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17903,Poverty Bay Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Poverty Bay Circuit 2000 (code 17933) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17904,Hawkes Bay Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Hawkes Bay Circuit 2000 (code 17934) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17905,Taranaki Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Taranaki Circuit 2000 (code 17935) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17906,Tuhirangi Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Tuhirangi Circuit 2000 (code 17936) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17907,Wanganui Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Wanganui Circuit 2000 (code 17937) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17908,Wairarapa Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Wairarapa Circuit 2000 (code 17938) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17909,Wellington Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Wellington Circuit 2000 (code 17939) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17910,Collingwood Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Collingwood Circuit 2000 (code 17940) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17911,Nelson Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Nelson Circuit 2000 (code 17941) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17912,Karamea Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Karamea Circuit 2000 (code 17942) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17913,Buller Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Buller Circuit 2000 (code 17943) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17914,Grey Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Grey Circuit 2000 (code 17944) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17915,Amuri Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Amuri Circuit 2000 (code 17945) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17916,Marlborough Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Marlborough Circuit 2000 (code 17946) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17917,Hokitika Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Hokitika Circuit 2000 (code 17947) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17918,Okarito Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Okarito Circuit 2000 (code 17948) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17919,Jacksons Bay Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Jacksons Bay Circuit 2000 (code 17949) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17920,Mount Pleasant Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Mount Pleasant Circuit 2000 (code 17950) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17921,Gawler Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Gawler Circuit 2000 (code 17951) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17922,Timaru Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Timaru Circuit 2000 (code 17952) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17923,Lindis Peak Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Lindis Peak Circuit 2000 (code 17953) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17924,Mount Nicholas Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Mount Nicholas Circuit 2000 (code 17954) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17925,Mount York Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Mount York Circuit 2000 (code 17955) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17926,Observation Point Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Observation Point Circuit 2000 (code 17956) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17927,North Taieri Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by North Taieri Circuit 2000 (code 17957) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17928,Bluff Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Bluff Circuit 2000 (code 17958) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17931,Mount Eden Circuit 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Mount Eden Circuit (code 17901) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17932,Bay of Plenty Circuit 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Bay of Plenty Circuit (code 17902) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17933,Poverty Bay Circuit 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Poverty Bay Circuit (code 17903) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17934,Hawkes Bay Circuit 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Hawkes Bay Circuit (code 17904) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17935,Taranaki Circuit 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Taranaki Circuit (code 17905) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17936,Tuhirangi Circuit 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Tuhirangi Circuit (code 17906) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17937,Wanganui Circuit 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Wanganui Circuit (code 17907) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17938,Wairarapa Circuit 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Wairarapa Circuit (code 17908) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17939,Wellington Circuit 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Wellington Circuit (code 17909) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17940,Collingwood Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Collingwood Circuit (code 17910) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17941,Nelson Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Nelson Circuit (code 17911) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17942,Karamea Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Karamea Circuit (code 17912) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17943,Buller Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Buller Circuit (code 17913) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17944,Grey Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Grey Circuit (code 17914) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17945,Amuri Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Amuri Circuit (code 17915) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17946,Marlborough Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Marlborough Circuit (code 17916) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17947,Hokitika Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Hokitika Circuit (code 17917) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17948,Okarito Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Okarito Circuit (code 17918) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17949,Jacksons Bay Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Jacksons Bay Circuit (code 17919) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17950,Mount Pleasant Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Mount Pleasant Circuit (code 17920) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17951,Gawler Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Gawler Circuit (code 17921) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17952,Timaru Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Timaru Circuit (code 17922) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17953,Lindis Peak Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Lindis Peak Circuit (code 17923) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17954,Mount Nicholas Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Mount Nicholas Circuit (code 17924) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17955,Mount York Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Mount York Circuit (code 17925) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17956,Observation Point Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Observation Point Circuit (code 17926) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17957,North Taieri Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces North Taieri Circuit (code 17927) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-17958,Bluff Circuit 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Bluff Circuit (code 17928) after 1st March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,EPSG,2000-10-19,,1,0
-18001,Austria Gauss-Kruger West Zone,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Longitude is referenced to the Ferro meridian. See code 18004 for equivalent projection referenced to the Greenwich meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007-02-02,,1,0
-18002,Austria Gauss-Kruger Central Zone,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Longitude is referenced to the Ferro meridian. See code 18005 for equivalent projection referenced to the Greenwich meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007-02-02,,1,0
-18003,Austria Gauss-Kruger East Zone,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Longitude is referenced to the Ferro meridian. See code 18006 for equivalent projection referenced to the Greenwich meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007-02-02,,1,0
-18004,Austria Gauss-Kruger West,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 18001 for equivalent projection referenced to the Ferro meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007-02-02,,1,0
-18005,Austria Gauss-Kruger Central,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 18002 for equivalent projection referenced to the Ferro meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007-02-02,,1,0
-18006,Austria Gauss-Kruger East,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 18003 for equivalent projection referenced to the Ferro meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007-02-02,,1,0
-18007,Austria Gauss-Kruger M28,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 18001 for equivalent projection referenced to the Ferro meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007-02-02,,1,0
-18008,Austria Gauss-Kruger M31,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 18001 for equivalent projection referenced to the Ferro meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007-02-02,,1,0
-18009,Austria Gauss-Kruger M34,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 18001 for equivalent projection referenced to the Ferro meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007-02-02,,1,0
-18011,Nord Algerie (ancienne),conversion,,,,,1728,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Used with Voirol 1875 datum - now replaced.,,EPSG,1996-09-12,,1,0
-18012,Sud Algerie (ancienne),conversion,,,,,1729,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Used with Voirol 1875 datum - now replaced.,,EPSG,1996-09-12,,1,0
-18021,Nord Algerie,conversion,,,,,1728,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Use with Nord Sahara 1959 datum.,,EPSG,1996-09-12,,1,0
-18022,Sud Algerie,conversion,,,,,1729,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Use with Nord Sahara 1959 datum.,,EPSG,1996-09-12,,1,0
-18031,Argentina zone 1,conversion,,,,,1608,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22,95.30 2002.36,1,0
-18032,Argentina zone 2,conversion,,,,,1609,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22,95.30 2002.36,1,0
-18033,Argentina zone 3,conversion,,,,,1610,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22,95.30 2002.36,1,0
-18034,Argentina zone 4,conversion,,,,,1611,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22,95.30 2002.36,1,0
-18035,Argentina zone 5,conversion,,,,,1612,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22,95.30 2002.36,1,0
-18036,Argentina zone 6,conversion,,,,,1613,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22,95.30 2002.36,1,0
-18037,Argentina zone 7,conversion,,,,,1614,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,EPSG,2002-06-22,95.30 2002.36,1,0
-18041,Austria West Zone,conversion,,,,,1706,Cadastral survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaced by Austria zone M28 (EPSG code 18047) for large and medium scale topographic mapping and engineering survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16,95.30 96.29 97.01 98.48 2002.57 2003.02,1,0
-18042,Austria Central Zone,conversion,,,,,1707,Cadastral survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaced by Austria zone M31 (EPSG code 18048) for large and medium scale topographic mapping and engineering survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16,95.30 96.29 97.01 98.48 2002.57 2003.02,1,0
-18043,Austria East Zone,conversion,,,,,1708,Cadastral survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaced by Austria zone M34 (EPSG code 18049) for large and medium scale topographic mapping and engineering survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16,95.30 96.29 97.01 98.48 2002.57 2003.02,1,0
-18044,Austria M28,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Greenwich equivalent of Austria zone M28 (EPSG code 18047).,EPSG,EPSG,2002-09-19,2002.57,1,0
-18045,Austria M31,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Greenwich equivalent of Austria zone M31 (EPSG code 18048).,EPSG,EPSG,2002-09-19,2002.57,1,0
-18046,Austria M34,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Greenwich equivalent of Austria zone M34 (EPSG code 18049).,EPSG,EPSG,2002-09-19,2002.57,1,0
-18047,Austria zone M28,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaces Austria West zone (EPSG code 18041) for large and medium scale topographic mapping and engineering survey but not cadastral survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16,2003.02,1,0
-18048,Austria zone M31,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaces Austria Central zone (EPSG code 18042) for large and medium scale topographic mapping and engineering survey but not cadastral survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16,2003.02,1,0
-18049,Austria zone M34,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaces Austria East zone (EPSG code 18043) Large and medium scale topographic mapping and engineering survey but not cadastral survey.,Bundesamt für Eich- und Vermessungswesen,EPSG,2003-01-16,2003.02,1,0
-18051,Colombia West zone,conversion,,,,,1598,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as ""3 west"". Associated with Bogota datum.",Instituto Geografico Agustin Codazzi (IGAC).,EPSG,2007-07-02,95.30 96.29 97.11 2005.06 2007.060,1,0
-18052,Colombia Bogota zone,conversion,,,,,1599,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula. Associated with Bogota datum.,Instituto Geografico Agustin Codazzi (IGAC).,EPSG,2007-07-02,95.30 96.29 97.11 2005.06 2007.060,1,0
-18053,Colombia East Central zone,conversion,,,,,1600,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as ""3 east"". Associated with Bogota datum.",Instituto Geografico Agustin Codazzi (IGAC).,EPSG,2007-07-02,95.30 96.29 97.11 2005.06 2007.060,1,0
-18054,Colombia East zone,conversion,,,,,1601,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as ""6 east"". Associated with Bogota datum.",Instituto Geografico Agustin Codazzi (IGAC).,EPSG,2007-07-02,95.30 96.29 97.11 2005.06 2007.060,1,0
-18055,Colombia MAGNA Far West zone,conversion,,,,,3091,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Zone name sometimes referred to as ""6 west"". Associated with MAGNA-SIRGAS datum.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.060,1,0
-18056,Colombia MAGNA West zone,conversion,,,,,3090,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Zone name sometimes referred to as ""3 west"". Associated with MAGNA-SIRGAS datum.","MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.060,1,0
-18057,Colombia MAGNA Bogota zone,conversion,,,,,1599,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Associated with MAGNA-SIRGAS datum.,"MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.060,1,0
-18058,Colombia MAGNA East Central zone,conversion,,,,,1600,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Zone name sometimes referred to as ""3 east"". Associated with MAGNA-SIRGAS datum.","MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.060,1,0
-18059,Colombia MAGNA East zone,conversion,,,,,1601,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Zone name sometimes referred to as ""6 east"". Associated with MAGNA-SIRGAS datum.","MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.060,1,0
-18061,Cuba Norte,conversion,,,,,1487,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,EPSG,1995-12-02,95.30 96.29,1,0
-18062,Cuba Sur,conversion,,,,,1488,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,EPSG,1995-12-02,95.30 96.29,1,0
-18071,Egypt Blue Belt,conversion,,,,,1642,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,2002-07-16,2002.49,1,0
-18072,Egypt Red Belt,conversion,,,,,1643,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30,1,0
-18073,Egypt Purple Belt,conversion,,,,,1644,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30,1,0
-18074,Egypt Extended Purple Belt,conversion,,,,,1645,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30,1,0
-18081,Lambert zone I,conversion,,,,,1731,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Nord France (code 18091).,IGN Paris.,EPSG,2003-01-16,95.26 2001.54 2003.02,1,0
-18082,Lambert zone II,conversion,,,,,1734,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Centre France (code 18092).,IGN Paris.,EPSG,2003-01-16,95.26 2001.54 2003.02,1,0
-18083,Lambert zone III,conversion,,,,,1733,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Sud France (code 18093).,IGN Paris.,EPSG,2003-01-16,95.26 2001.54 2003.02,1,0
-18084,Lambert zone IV,conversion,,,,,1327,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Corse (code 18094).,IGN Paris.,EPSG,2003-01-16,2001.54 2003.02,1,0
-18085,Lambert-93,conversion,,,,,1326,Large and medium scale topographic mapping and engineering survey.,0,9802,,,,IGN - Paris,EPSG,2000-10-19,,1,0
-18086,France EuroLambert,conversion,,,,,1326,Medium scale topographic and statistical mapping.,0,9801,,,This is Lambert zone II (code 18082) parameters converted from grads/Paris to degrees/Greenwich for use with ED50.,IGN Paris via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-18091,Lambert Nord France,conversion,,,,,1731,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone I (code 18081).,IGN Paris.,EPSG,2003-01-16,95.26 2001.54 2003.03,1,0
-18092,Lambert Centre France,conversion,,,,,1734,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone II (code 18082).,IGN Paris.,EPSG,2003-01-16,95.26 2001.54 2003.02,1,0
-18093,Lambert Sud France,conversion,,,,,1733,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone III (code 18083).,IGN Paris.,EPSG,2003-01-16,95.26 2001.54 2003.02,1,0
-18094,Lambert Corse,conversion,,,,,1327,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone IV (code 18084).,IGN Paris.,EPSG,2003-01-16,2001.54 2003.02,1,0
-18110,India zone 0,conversion,,,,,1668,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,1999-10-20,95.30 96.01 96.02 96.29 97.23,1,0
-18111,India zone I,conversion,,,,,1669,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,1999-10-20,95.30 96.02 96.29 97.23,1,0
-18112,India zone IIa,conversion,,,,,1670,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,1999-10-20,95.28 96.02 97.23,1,0
-18113,India zone IIb,conversion,,,,,1671,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,2000-03-07,95.28 96.02 97.23 2000.094,1,0
-18114,India zone IIIa,conversion,,,,,1672,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,2000-03-07,95.28 96.02 97.23 2000.094,1,0
-18115,India zone IIIb,conversion,,,,,2292,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,1999-10-20,95.28 96.02 97.23,1,0
-18116,India zone IVa,conversion,,,,,1673,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,2000-03-07,95.28 96.02 97.23 2000.094,1,0
-18117,India zone IVb,conversion,,,,,2293,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,EPSG,1999-10-20,95.28 96.02 97.23,1,0
-18121,Italy zone 1,conversion,,,,,1718,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Boaga formula,,EPSG,1995-12-02,,1,0
-18122,Italy zone 2,conversion,,,,,1719,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Boaga formula,,EPSG,1995-12-02,,1,0
-18131,Nord Maroc,conversion,,,,,1703,Large and medium scale topographic mapping and engineering survey.,0,9801,,,A projection with the same parameter values used the Lambert Conic Near-Conformal method (EPSG code 9817) prior to 1953.,IGN Paris.,EPSG,2002-09-19,99.203 2002.64,1,0
-18132,Sud Maroc,conversion,,,,,2787,Large and medium scale topographic mapping and engineering survey.,0,9801,,,A projection with the same parameter values used the Lambert Conic Near-Conformal method (EPSG code 9817) prior to 1953.,IGN Paris.,EPSG,2002-09-19,99.203 2002.64,1,0
-18133,Sahara,conversion,,,,,1705,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Created in 1977 to cover Sahara Marocain (ex Spanish Sahara),IGN Paris.,EPSG,1996-09-12,,1,1
-18134,Sahara Nord,conversion,,,,,2788,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Created in 1977.,IGN Paris.,EPSG,2002-09-19,,1,0
-18135,Sahara Sud,conversion,,,,,2789,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,IGN Paris.,EPSG,2002-09-19,,1,0
-18141,New Zealand North Island National Grid,conversion,,,,,1500,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by New Zealand Map Grid (code 19917). Used for topographic mapping.,,EPSG,1999-10-20,95.30 96.29 97.231,1,0
-18142,New Zealand South Island National Grid,conversion,,,,,3344,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by New Zealand Map Grid (code 19917). Used for topographic mapping.,,EPSG,1999-10-20,95.30 96.29 97.231,1,0
-18151,Nigeria West Belt,conversion,,,,,1715,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30 96.29,1,0
-18152,Nigeria Mid Belt,conversion,,,,,1714,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30 96.29,1,0
-18153,Nigeria East Belt,conversion,,,,,1713,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30 96.29,1,0
-18161,Peru west zone,conversion,,,,,1753,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30 96.29,1,0
-18162,Peru central zone,conversion,,,,,1752,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30 96.29,1,0
-18163,Peru east zone,conversion,,,,,1751,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30 96.29,1,0
-18171,Philippines zone I,conversion,,,,,1698,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,2000-03-07,95.30 2000.93,1,0
-18172,Philippines zone II,conversion,,,,,1699,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,2000-03-07,95.30 2000.93,1,0
-18173,Philippines zone III,conversion,,,,,1700,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,2000-03-07,95.30 2000.93,1,0
-18174,Philippines zone IV,conversion,,,,,1701,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,2000-03-07,95.30 2000.93,1,0
-18175,Philippines zone V,conversion,,,,,1702,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,2000-03-07,95.30 2000.93,1,0
-18180,Finland zone 0,conversion,,,,,3092,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",OGP,2006-03-30,,1,0
-18181,Nord Tunisie,conversion,,,,,1619,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,EPSG,1996-09-12,95.30,1,0
-18182,Sud Tunisie,conversion,,,,,1620,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,EPSG,1996-09-12,,1,0
-18183,Finland ETRS-GK19,conversion,,,,,3092,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18184,Finland ETRS-GK20,conversion,,,,,3093,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18185,Finland ETRS-GK21,conversion,,,,,3094,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18186,Finland ETRS-GK22,conversion,,,,,3095,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18187,Finland ETRS-GK23,conversion,,,,,3096,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18188,Finland ETRS-GK24,conversion,,,,,3097,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18189,Finland ETRS-GK25,conversion,,,,,3098,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18190,Finland ETRS-GK26,conversion,,,,,3099,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18191,Finland zone 1,conversion,,,,,1536,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,www.nls.fi/maa/papers/kkj.html,EPSG,1997-07-22,,1,0
-18192,Finland zone 2,conversion,,,,,1537,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,www.nls.fi/maa/papers/kkj.html,EPSG,1997-07-22,,1,0
-18193,Finland Uniform Coordinate System,conversion,,,,,1095,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Used by Uniform Coordinate System over all country and also by zone 3 of Basic Coordinate System at larger scales.,www.nls.fi/maa/papers/kkj.html,EPSG,1997-07-22,,1,0
-18194,Finland zone 4,conversion,,,,,1539,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,www.nls.fi/maa/papers/kkj.html,EPSG,1997-07-22,,1,0
-18195,Finland ETRS-GK27,conversion,,,,,3100,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18196,Finland ETRS-GK28,conversion,,,,,3101,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18197,Finland ETRS-GK29,conversion,,,,,3102,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18198,Finland ETRS-GK30,conversion,,,,,3103,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18199,Finland ETRS-GK31,conversion,,,,,3104,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,EPSG,2005-04-14,,1,0
-18201,Palestine Grid,conversion,,,,,1356,Large and medium scale topographic mapping and engineering survey.,0,9806,,,Also encountered as a Transverse Mercator projection with scale factor of 1. The difference in conversion caused by the change of formula does not exceed 2m within Israel. Within the State of Israel replaced by the Israeli CS Grid (EPSG code 18203).,,EPSG,1999-04-22,,1,0
-18202,Palestine Belt,conversion,,,,,1356,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Originally constructed as the Palestine Grid - EPSG code 18201. Adopted by the US Army Map Service as ""Palestine Belt"" with change of projection method and false northing (FN). Sometimes seen with unchanged FN of 126867.909.",,EPSG,1999-04-22,,1,0
-18203,Israeli CS,conversion,,,,,2603,Large and medium scale topographic mapping and engineering survey.,0,9806,,,,Survey of Israel,EPSG,2005-09-29,2002.34 2005.46,1,0
-18204,Israeli TM,conversion,,,,,2603,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Designed to approximate Israeli CRS grid in north-central Israel.,Survey of Israel,EPSG,2005-09-29,2002.34 2005.46,1,0
-18205,Finland zone 5,conversion,,,,,3385,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",OGP,2006-03-30,,1,0
-18211,Guatemala Norte,conversion,,,,,2120,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,EPSG,1999-08-16,,1,0
-18212,Guatemala Sur,conversion,,,,,2121,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,EPSG,2000-01-06,99.95,1,0
-18221,NGO zone I,conversion,,,,,1741,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16,2003.02,1,0
-18222,NGO zone II,conversion,,,,,1742,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16,2003.02,1,0
-18223,NGO zone III,conversion,,,,,1743,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16,2003.02,1,0
-18224,NGO zone IV,conversion,,,,,1744,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16,2003.02,1,0
-18225,NGO zone V,conversion,,,,,1745,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16,2003.02,1,0
-18226,NGO zone VI,conversion,,,,,1746,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16,2003.02,1,0
-18227,NGO zone VII,conversion,,,,,1747,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16,2003.02,1,0
-18228,NGO zone VIII,conversion,,,,,1748,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2003-01-16,2003.02,1,0
-18231,India zone I (1975 metres),conversion,,,,,1676,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23,2000.39,1,0
-18232,India zone IIa (1975 metres),conversion,,,,,1677,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23,2000.39,1,0
-18233,India zone IIIa (1975 metres),conversion,,,,,1672,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23,2000.39,1,0
-18234,India zone IVa (1975 metres),conversion,,,,,1673,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23,2000.39,1,0
-18235,India zone IIb (1975 metres),conversion,,,,,1678,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23,2000.39,1,0
-18236,India zone I (1962 metres),conversion,,,,,1685,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,1999-10-20,,1,0
-18237,India zone IIa (1962 metres),conversion,,,,,1686,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,1999-10-20,,1,0
-18238,India zone IIb (1937 metres),conversion,,,,,1041,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,EPSG,2000-04-23,2000.39,1,0
-18240,Libya zone 5,conversion,,,,,1470,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 5 (code 18310).,Brown and Root,EPSG,2000-03-07,,1,0
-18241,Libya zone 6,conversion,,,,,1471,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 6 (code 18311).,Brown and Root,EPSG,2000-03-07,,1,0
-18242,Libya zone 7,conversion,,,,,1472,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 7 (code 18312).,Brown and Root,EPSG,2000-03-07,,1,0
-18243,Libya zone 8,conversion,,,,,1473,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 8 (code 18313).,Brown and Root,EPSG,2000-03-07,,1,0
-18244,Libya zone 9,conversion,,,,,1474,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 9 (code 18314).,Brown and Root,EPSG,2000-03-07,,1,0
-18245,Libya zone 10,conversion,,,,,1475,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 10 (code 18315).,Brown and Root,EPSG,2000-03-07,,1,0
-18246,Libya zone 11,conversion,,,,,1476,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 11 (code 18316).,Brown and Root,EPSG,2000-03-07,,1,0
-18247,Libya zone 12,conversion,,,,,1477,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 12 (code 18317).,Brown and Root,EPSG,2000-03-07,,1,0
-18248,Libya zone 13,conversion,,,,,1478,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 13 (code 18318).,Brown and Root,EPSG,2000-03-07,,1,0
-18251,Korea East Belt,conversion,,,,,1496,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing,EPSG,2000-03-07,,1,0
-18252,Korea Central Belt,conversion,,,,,1497,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing,EPSG,2000-03-07,,1,0
-18253,Korea West Belt,conversion,,,,,1498,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing,EPSG,2000-03-07,,1,0
-18260,Maracaibo Grid (M1),conversion,,,,,1319,Oil exploration.,0,9801,,,Grid coordinates are (0 0) at Maracaibo Cathedral.,Various oil company sources.,EPSG,2000-03-07,,1,0
-18261,Maracaibo Grid,conversion,,,,,1319,Oil exploration.,0,9801,,,Grid coordinates are (200000 200000) at Maracaibo Cathedral.,Various oil company sources.,EPSG,2000-03-07,,1,0
-18262,Maracaibo Grid (M3),conversion,,,,,1319,Oil exploration.,0,9801,,,Grid coordinates are (500000 500000) at Maracaibo Cathedral.,Various oil company sources.,EPSG,2000-03-07,,1,0
-18263,Maracaibo La Rosa Grid,conversion,,,,,1319,Oil exploration.,0,9801,,,Grid coordinates are (-17044E 29545N) at Maracaibo Cathedral.,Various oil company sources.,EPSG,2000-06-23,,1,0
-18275,Balkans zone 5,conversion,,,,,1709,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,EPSG,EPSG,2001-06-05,,1,0
-18276,Balkans zone 6,conversion,,,,,1710,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,EPSG,EPSG,2001-06-05,,1,0
-18277,Balkans zone 7,conversion,,,,,1711,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,EPSG,EPSG,2001-06-05,,1,0
-18278,Balkans zone 8,conversion,,,,,1712,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,EPSG,EPSG,2001-06-05,,1,0
-18280,Poland zone I,conversion,,,,,1515,"Civilian topographic mapping, cadastral and engineering survey.",0,9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005-10-29,,1,0
-18281,Poland zone I,conversion,,,,,1515,"Civilian topographic mapping, cadastral and engineering survey.",0,9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,1
-18282,Poland zone II,conversion,,,,,1516,"Civilian topographic mapping, cadastral and engineering survey.",0,9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-18283,Poland zone III,conversion,,,,,1517,"Civilian topographic mapping, cadastral and engineering survey.",0,9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-18284,Poland zone IV,conversion,,,,,1518,"Civilian topographic mapping, cadastral and engineering survey.",0,9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-18285,Poland zone V,conversion,,,,,1519,"Civilian topographic mapping, cadastral and engineering survey.",0,9807,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-18286,GUGiK-80,conversion,,,,,1192,"Small scale (1/100,000) topographic mapping of whole country.",0,9809,,,,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodata",OGP,2005-11-02,,1,0
-18300,Poland CS92,conversion,,,,,1192,"Mapping at scales of 1:10,000 and smaller",0,9807,,,See Poland CS2000 zones (codes 18305-08) for cadastral survey and mapping at larger scales.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-18305,Poland CS2000 zone 5,conversion,,,,,1520,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-18306,Poland CS2000 zone 6,conversion,,,,,1521,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-18307,Poland CS2000 zone 7,conversion,,,,,1522,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-18308,Poland CS2000 zone 8,conversion,,,,,1523,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-18310,Libya TM zone 5,conversion,,,,,1470,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 5 (code 18240).,Survey Department of Libya,OGP,2006-08-24,,1,0
-18311,Libya TM zone 6,conversion,,,,,1471,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 6 (code 18241).,Survey Department of Libya,OGP,2006-08-24,,1,0
-18312,Libya TM zone 7,conversion,,,,,1472,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 7 (code 18242).,Survey Department of Libya,OGP,2006-08-24,,1,0
-18313,Libya TM zone 8,conversion,,,,,1473,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 8 (code 18243).,Survey Department of Libya,OGP,2006-08-24,,1,0
-18314,Libya TM zone 9,conversion,,,,,1474,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 9 (code 18244).,Survey Department of Libya,OGP,2006-08-24,,1,0
-18315,Libya TM zone 10,conversion,,,,,1475,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 10 (code 18245).,Survey Department of Libya,OGP,2006-08-24,,1,0
-18316,Libya TM zone 11,conversion,,,,,1476,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 11 (code 18246).,Survey Department of Libya,OGP,2006-08-24,,1,0
-18317,Libya TM zone 12,conversion,,,,,1477,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 12 (code 18247).,Survey Department of Libya,OGP,2006-08-24,,1,0
-18318,Libya TM zone 13,conversion,,,,,1478,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 13 (code 18248).,Survey Department of Libya,OGP,2006-08-24,,1,0
-18319,Libya TM,conversion,,,,,1143,Small scale topographic mapping.,0,9807,,,,Survey Department of Libya,OGP,2006-08-24,,1,0
-18401,Kp2000 Jylland og Fyn,conversion,,,,,2531,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See UTM zone 32N (code 16032) for mapping at 1:10,000 and smaller scales.",Kort og Matrikelstyrelsen,EPSG,2001-11-06,,1,0
-18402,Kp2000 Sjaelland,conversion,,,,,2532,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See UTM zone 32N (code 16032) for mapping at 1:10,000 and smaller scales.",Kort og Matrikelstyrelsen,EPSG,2001-11-06,,1,0
-18403,Kp2000 Bornholm,conversion,,,,,2533,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See UTM zone 33N (code 16033) for mapping at 1:10,000 and smaller scales.",Kort og Matrikelstyrelsen,EPSG,2001-11-06,,1,0
-18411,French West Africa Senegal zone,conversion,,,,,2548,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18,,1,0
-18412,French West Africa Ivory Coast zone,conversion,,,,,2549,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18,,1,0
-18413,French West Africa Dahomey zone,conversion,,,,,2550,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18,,1,0
-18414,French West Africa Niger zone,conversion,,,,,2551,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18,,1,0
-18415,French Equatorial Africa west zone,conversion,,,,,2552,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18,,1,0
-18416,French Equatorial Africa central zone,conversion,,,,,2553,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18,,1,0
-18417,French Equatorial Africa east zone,conversion,,,,,2554,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,EPSG,2002-01-18,,1,0
-18421,Greenland zone 1 east,conversion,,,,,2556,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18422,Greenland zone 2 east,conversion,,,,,2557,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18423,Greenland zone 3 east,conversion,,,,,2558,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18424,Greenland zone 4 east,conversion,,,,,2559,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18425,Greenland zone 5 east,conversion,,,,,2560,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18426,Greenland zone 6 east,conversion,,,,,2561,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18427,Greenland zone 7 east,conversion,,,,,2562,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18428,Greenland zone 8 east,conversion,,,,,2569,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18432,Greenland zone 2 west,conversion,,,,,2563,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18433,Greenland zone 3 west,conversion,,,,,2564,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18434,Greenland zone 4 west,conversion,,,,,2565,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18435,Greenland zone 5 west,conversion,,,,,2566,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18436,Greenland zone 6 west,conversion,,,,,2567,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18437,Greenland zone 7 west,conversion,,,,,2568,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-18441,CS63 zone A1,conversion,,,,,2772,Large scale topographic mapping and engineering survey.,0,9807,,,,EPSG,EPSG,2003-02-05,2003.05,1,0
-18442,CS63 zone A2,conversion,,,,,2773,Large scale topographic mapping and engineering survey.,0,9807,,,,EPSG,EPSG,2003-02-05,2003.05,1,0
-18443,CS63 zone A3,conversion,,,,,2774,Large scale topographic mapping and engineering survey.,0,9807,,,,EPSG,EPSG,2002-06-28,,1,0
-18444,CS63 zone A4,conversion,,,,,2775,Large scale topographic mapping and engineering survey.,0,9807,,,,EPSG,EPSG,2002-06-28,,1,0
-18446,CS63 zone K2,conversion,,,,,2776,Large scale topographic mapping and engineering survey.,0,9807,,,,EPSG,EPSG,2002-06-28,,1,0
-18447,CS63 zone K3,conversion,,,,,2777,Large scale topographic mapping and engineering survey.,0,9807,,,,EPSG,EPSG,2002-06-28,,1,0
-18448,CS63 zone K4,conversion,,,,,2778,Large scale topographic mapping and engineering survey.,0,9807,,,,KazGeodezia,EPSG,2002-06-28,,1,0
-18450,CS63 zone C0,conversion,,,,,3173,Large scale topographic mapping and engineering survey.,0,9807,,,,Informacines Technologijos Group,OGP,2005-12-21,,1,0
-18451,CS63 zone C1,conversion,,,,,3174,Large scale topographic mapping and engineering survey.,0,9807,,,,Informacines Technologijos Group,OGP,2005-12-21,,1,0
-18452,CS63 zone C2,conversion,,,,,3175,Large scale topographic mapping and engineering survey.,0,9807,,,,Informacines Technologijos Group,OGP,2005-12-21,,1,0
-19854,South Georgia Lambert,conversion,,,,,3529,GIS,0,9802,,,,British Antarctic Survey.,OGP,2007-07-06,,1,0
-19855,Mercator 41,conversion,,,,,3508,Medium and small scale mapping.,0,9804,,,,New Zealand National Institute for Water and Atmospheric Research,OGP,2007-03-22,,1,0
-19856,TM Reunion,conversion,,,,,1196,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaces Gauss Laborde Reunion.,IGN Paris.,OGP,2007-03-13,,1,0
-19857,Northwest Territories Lambert,conversion,,,,,3481,Territory-wide mapping and spatial data warehouseing.,0,9802,,,,"NWT Centre for Geomatics, http://maps.gnwtgeomatics.nt.ca",OGP,2007-02-19,,1,0
-19858,Yukon Albers,conversion,,,,,2417,Territory-wide mapping and spatial data warehouse.,0,9822,,,,"Geomatics Yukon, http://geomaticsyukon.ca",OGP,2007-02-19,,1,0
-19859,Fiji Map Grid,conversion,,,,,1094,"Topographic mapping, engineering and cadastral survey.",0,9807,,,Replaces Viti Levu Grid and Vanua Levu Grid (codes 19878-79).,"Department of Lands and Survey, Fiji.",OGP,2007-02-06,,1,0
-19860,Jamaica Metric Grid 2001,conversion,,,,,3342,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Replaces Jamaica National Grid (proj code 19910).,National Land Agency,OGP,2007-01-19,,1,0
-19861,Laborde Grid,conversion,,,,,1149,Large and medium scale topographic mapping and engineering survey.,0,9813,,,"Longitude is referenced to the Paris meridian. Within a few hundred km of origin, may be approximated by Oblique Mercator method - see proj code 19911.",IGN Technical Note 74.,OGP,2007-01-11,,1,0
-19862,Belgian Lambert 2005,conversion,,,,,1347,Large and medium scale topographic mapping and engineering survey.,0,9802,,,Introduced in 2005.,IGN Brussels www.ngi.be,OGP,2006-12-29,,1,0
-19863,South China Sea Lambert,conversion,,,,,3470,Oil exploration.,0,9802,,,"Originally defined with FN=500000 at true origin. This is at 21° 00' 37.0619""N. But operators assumed that it was at 21°N exactly. Thus by common practice Nf=500000 at 21°N exactly. The potential ambiguity is 1138m.",Mobil Exploration.,OGP,2006-12-08,,1,0
-19864,Singapore Transverse Mercator,conversion,,,,,1210,Cadastre.,0,9807,,,,Singapore Land Authority.,OGP,2006-10-13,,1,0
-19865,US NSIDC Sea Ice polar stereographic north,conversion,,,,,1996,Delivery of DMSP SSM/I microwave imagery products.,0,9829,,,Used in polar research.,US National Snow and Ice Data Center,OGP,2006-12-14,,1,0
-19866,US NSIDC Sea Ice polar stereographic south,conversion,,,,,1997,Delivery of DMSP SSM/I microwave imagery products.,0,9829,,,Used in polar research.,US National Snow and Ice Data Center,OGP,2006-12-14,,1,0
-19867,US NSIDC Equal Area north projection,conversion,,,,,1996,Gridding including EASE-Grid and small scale digital mapping for environmental sciences in north polar region.,0,9821,,,See information source for equations to define Equal-Area Scalable Earth Grid (EASE-Grid) overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006-09-22,,1,0
-19868,US NSIDC Equal Area south projection,conversion,,,,,1997,Gridding including EASE-Grid and small scale digital mapping for environmental sciences in south polar region.,0,9821,,,See information source for equations to define Equal-Area Scalable Earth Grid (EASE-Grid) overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006-09-22,,1,0
-19869,US NSIDC Equal Area global projection,conversion,,,,,3463,Gridding including EASE-Grid and small scale digital mapping for environmental sciences in low- and mid latitudes.,0,9834,,,See information source for equations to define Equal-Area Scalable Earth Grid (EASE-Grid) overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006-12-14,,1,0
-19870,Faroe Lambert,conversion,,,,,3248,"Cadastral survey, topographic mapping.",0,9826,,,,KMS,OGP,2006-08-04,,1,0
-19871,Rectified Skew Orthomorphic Malaya Grid (chains),conversion,,,,,1690,Large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=23505.515 chSe(T), Nc=21992.646 chSe(T).",Defence Geographic Centre,OGP,2006-08-14,2006.73,1,0
-19872,Rectified Skew Orthomorphic Malaya Grid (metres),conversion,,,,,1690,Large and medium scale topographic mapping and engineering survey.,0,9812,,,"Uses metric conversion factor of 0.914398 metres per yard exactly. If using Oblique Mercator method (code 9815), Ec=472854.710m, Nc=442420.693m.",Defence Geographic Centre,OGP,2006-08-14,2006.73,1,0
-19873,Noumea Lambert,conversion,,,,,2823,"Large scale topographic mapping, cadastral and engineering survey.",0,9802,,,Applications unable to define parameter values in decimal seconds should use the Noumea Lambert 2 projection which gives the same conversion results.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.ditttt.gouv.nc",OGP,2006-07-21,,1,0
-19874,Noumea Lambert 2,conversion,,,,,2823,"Large scale topographic mapping, cadastral and engineering survey.",0,9802,,,Variant of Noumea Lambert (proj code 19873) defined for applications unable to define parameter values in decimal seconds. Gives same conversion results.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.ditttt.gouv.nc",OGP,2006-07-21,,1,0
-19875,Ontario MNR Lambert,conversion,,,,,1367,Province-wide mapping.,0,9802,,,,Ontario Ministry of Natural Resources via Conservation Ontario.,OGP,2006-07-21,,1,0
-19876,ST74,conversion,,,,,3408,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,"Lantmateriat, www.lantmateriat.se, SWEPOS pages.",OGP,2006-07-20,,1,0
-19877,Faroe Lambert fk89,conversion,,,,,3248,Cadastral survey.,0,9826,,,,KMS,OGP,2006-08-04,,1,0
-19878,Vanua Levu Grid,conversion,,,,,3401,"Topographic mapping, engineering and cadastral survey.",0,9833,,,Original definition is in chains (1 chain = 100 links).,"Department of Lands and Survey, Fiji.",OGP,2006-07-19,,1,0
-19879,Viti Levu Grid,conversion,,,,,3195,"Topographic mapping, engineering and cadastral survey.",0,9806,,,Original definition is in chains (1 chain = 100 links).,"Department of Lands and Survey, Fiji.",OGP,2006-07-19,,1,0
-19880,Fiji Map Grid,conversion,,,,,1094,"Topographic mapping, engineering and cadastral survey.",0,9807,,,Supersedes Viti Levu Grid and Vanua Levu Grid (codes 19878-79).,"Department of Lands and Survey, Fiji.",OGP,2006-07-19,,1,1
-19881,Alberta 10-degree TM (Forest),conversion,,,,,2376,Province-wide mapping.,0,9807,,,,"Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006-06-17,,1,0
-19882,Alberta 10-degree TM (Resource),conversion,,,,,2376,Small scale province-wide mapping.,0,9807,,,Has negative easting coordinates in western Alberta. For an alternative with positive coordinates see Alberta 10-degree TM (Forest) (code 19881).,"Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006-06-17,,1,0
-19883,World Mercator,conversion,,,,,3391,Very small scale mapping.,0,9804,,,,OGP,OGP,2006-06-02,,1,0
-19884,Caspian Sea Mercator,conversion,,,,,1291,Nautical charts and navigation,0,9805,,,,Main Department of Navigation & Oceanography of the USSR Ministry of Defence.,OGP,2006-05-08,,1,0
-19885,Kelantan Grid,conversion,,,,,3384,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station P243 at B. Polis Melor, Kota Bahuru. Offset from old grid origin: 13227.851m east, 8739.894m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-19886,Perak Grid,conversion,,,,,3383,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station TG26 at Gunung Larut Hiijau, Taiping. Offset from old grid origin is -1.769m east, 0.994m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-19887,Kedah and Perlis Grid,conversion,,,,,3382,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station TG35 at Gunung Perak, Kuala Muda.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-19888,Pinang Grid,conversion,,,,,3381,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station P314 at TLDM Georgetown. Offset from old grid origin is -23.414m east, 62.2832m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-19889,Terengganu Grid,conversion,,,,,3380,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station P253 at Kg. Matang, Hulu Terenganu. Offset from old grid origin: 19594.245m east, 3371.895m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-19890,Selangor Grid,conversion,,,,,3379,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station 251D at Felda Soeharto, K. Kuba Baharu. Offset from old grid origin is -13076.704m east, 503.095m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-19891,Pahang Grid,conversion,,,,,3378,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station GP31 at Sek. Ren. Keb. Kuala Mai, Jerantut. Offset from old grid origin is -7368.228m east, 6485.858m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-19892,Sembilan and Melaka Grid,conversion,,,,,3377,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station GP10 at K. Perindustrian Senawang, Seremban. Offset from old grid origin: 3915.790m east, -3292.026m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-19893,Johor Grid,conversion,,,,,3376,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station GP58 at Institut Haiwan, Kluang. Offset from old grid origin is -14810.562m east, 8758.320m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-19894,East Malaysia BRSO,conversion,,,,,1851,Large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=590521.147 m, Nc=442890.861 m.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-19895,Peninsular RSO,conversion,,,,,1690,Large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=472830.426 m, Nc=442454.099 m.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-19896,Hong Kong 1963 Grid,conversion,,,,,1118,"Large scale topographic mapping, cadastral and engineering survey.",0,9806,,,Replaced by HK1980 Grid.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2006-02-06,,1,0
-19897,Statistics Canada Lambert,conversion,,,,,1061,Small scale mapping and analysis.,0,9802,,,,Statistics Canada.,OGP,2005-12-21,,1,0
-19898,Pacific Disaster Center Mercator,conversion,,,,,3172,Small scale mapping and analysis.,0,9804,,,,"Pacific Disaster Center, Kihei, Hawaii, USA.",OGP,2005-12-21,,1,0
-19899,Mauritius Grid,conversion,,,,,3209,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,"Cartographic Saection, Ministry of Housing and Lands.",OGP,2005-11-28,,1,0
-19900,Bahrain State Grid,conversion,,,,,1040,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30,1,0
-19901,Belge Lambert 50,conversion,,,,,1347,Large and medium scale topographic mapping and engineering survey.,0,9802,,,"Longitude is referenced to the Brussels meridian. If software cannot handle latitude of false origin of 90 deg N, use latitude of false origin = 50°30'00.0""N with northing at false origin = 131983.890 m.","""Systemes de reference et formules de transformation en usage en Belgique""; IGN Brussels",EPSG,2003-01-16,95.30 96.29 99.28 2003.02,1,0
-19902,Belge Lambert 72,conversion,,,,,1347,Large and medium scale topographic mapping and engineering survey.,0,9803,,,"Rotation from Belge Lambert 50 to Belge Lambert 72 is +29.2985sec. An equivalent using the conventional Lambert Conic Conformal (2SP) method (Belgian Lambert 72, code 19961) was introduced in 2000.","""Systemes de reference et formules de transformation en usage en Belgique""; IGN Brussels",EPSG,1999-04-22,95.30 96.29 99.28,1,0
-19903,Nord de Guerre,conversion,,,,,1369,Obsolete.,0,9801,,,Longitude is referenced to the Paris meridian.,,EPSG,2003-01-16,2003.02,1,0
-19904,Ghana Metre Grid,conversion,,,,,1104,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaces Ghana National Grid (code 19959) from 1978. British foot (Sears 1922) used to convert projection defining parameters.,Ordnance Survey International,EPSG,1995-12-02,95.30 96.29,1,0
-19905,Netherlands East Indies Equatorial Zone,conversion,,,,,1122,Large and medium scale topographic mapping and engineering survey.,0,9804,,,,US Army Map Service projection tables; 1943.,EPSG,1995-12-02,95.30,1,0
-19906,Iraq zone,conversion,,,,,2294,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,US Army Map Service projection tables; 1943.,EPSG,1996-04-12,95.30 96.29,1,0
-19907,Iraq National Grid,conversion,,,,,1124,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30 96.29,1,0
-19908,Irish National Grid,conversion,,,,,1305,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30 96.29,1,1
-19909,Jamaica (Old Grid),conversion,,,,,3342,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Replaced by Jamaica National Grid (proj code 19910).,"Survey Department, Government of Jamaica, 1983.",EPSG,2007-01-19,95.28 2004.51 2007.001,1,0
-19910,Jamaica National Grid,conversion,,,,,3342,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Replaces Jamaica (Old Grid) (proj code 19909). Replaced by Jamaica Metric Grid 2001 (proj code 19860).,"Survey Department, Government of Jamaica, 1983.",EPSG,2007-01-19,95.28 2004.51 2007.001,1,0
-19911,Laborde Grid approximation,conversion,,,,,1149,Medium scale topographic mapping.,0,9815,,,"Longitude is referenced to the Paris meridian. The conversion method is a good approximation (better than 5cm) to original formula (see proj code 19861) within a few hundred km of origin, but farther away the approximation may be no better than 1m.",OGP,EPSG,2007-01-11,97.613 2003.02 2006.96,1,0
-19913,RD Old,conversion,,,,,1275,Large and medium scale topographic mapping and engineering survey.,0,9809,,,,Nederlandse Commissie voor Geodesie publication 30.,EPSG,1995-12-02,95.30 96.29,1,0
-19914,RD New,conversion,,,,,1275,Large and medium scale topographic mapping and engineering survey.,0,9809,,,,Nederlandse Commissie voor Geodesie publication 30.,EPSG,1995-12-02,95.30 96.29,1,0
-19915,Aden Zone,conversion,,,,,1257,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,US Army Map Service projection tables; 1943.,EPSG,1995-12-02,95.28,1,0
-19916,British National Grid,conversion,,,,,1264,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Ordnance Survey of Great Britain. http://www.gps.gov.uk/additionalInfo/images/A_guide_to_coord.pdf,EPSG,2003-01-08,95.30 2003.01,1,0
-19917,New Zealand Map Grid,conversion,,,,,3285,Large and medium scale topographic mapping and engineering survey.,0,9811,,,Replaces North and South Island National Grids (codes 18141-2). Used for topographic mapping.,Dept. of Lands and Surveys Technical Circular 1973/32; 23 Nov 1973.,EPSG,1995-12-02,95.28,1,0
-19919,Qatar National Grid,conversion,,,,,1195,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1995-12-02,95.30 96.29,1,0
-19920,Singapore Grid,conversion,,,,,1210,Large and medium scale topographic mapping and engineering survey.,0,9806,,,,,EPSG,1995-12-02,95.30 96.29,1,0
-19921,Spain,conversion,,,,,1217,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Replaced by UTM. Longitude is referenced to the Madrid meridian.,,EPSG,2003-01-16,95.28 2003.02,1,0
-19922,Swiss New Grid,conversion,,,,,1286,Large and medium scale topographic mapping and engineering survey.,0,9815,,,,"""Die Projektionen der schweizerischen Plan- und Kartenwerke""; J. Bolliger 1967",EPSG,1997-11-13,95.30 96.29 97.27 97.612 97.62,1,0
-19923,Swiss Old Grid,conversion,,,,,1286,Large and medium scale topographic mapping and engineering survey.,0,9815,,,Replaced by LV03 (19922). Longitude is referenced to the Bern meridian.,"""Die Projektionen der schweizerischen Plan- und Kartenwerke""; J. Bolliger 1967",EPSG,2003-01-16,95.30 96.29 97.612 97.62 2003.02,1,0
-19924,Tobago Grid,conversion,,,,,1322,Large and medium scale topographic mapping and engineering survey.,0,9806,,,,,EPSG,1999-10-20,95.30 96.29 97.231,1,0
-19925,Trinidad Grid,conversion,,,,,1339,Large and medium scale topographic mapping and engineering survey.,0,9806,,,,,EPSG,1999-10-20,95.30 96.29 97.231,1,0
-19926,Stereo 70,conversion,,,,,1197,Large and medium scale topographic mapping and engineering survey.,0,9809,,,Replaces Stereo 33 (code 19927).,,EPSG,1996-04-12,,1,0
-19927,Stereo 33,conversion,,,,,1197,Large and medium scale topographic mapping and engineering survey.,0,9809,,,Replaced by Stereo 70 (code 19926),,EPSG,1996-04-12,96.29,1,0
-19928,Kuwait TM,conversion,,,,,1310,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,1996-04-12,,1,1
-19929,Sweden zone 2.5 gon V,conversion,,,,,2847,"(i) Medium and small scale mapping and spatial data management. (ii) Large scale (1:10,000 and greater) topographic mapping, cadastral and engineering survey.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,96.29 97.39 2002.481 2005.22,1,0
-19930,Greek Grid,conversion,,,,,1106,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Created for use with GGRS87.,Geodesy Department; Public Petroleum Corporation of Greece.,EPSG,1997-06-16,,1,0
-19931,Egyseges Orszagos Vetuleti,conversion,,,,,1119,Large and medium scale topographic mapping and engineering survey.,0,9815,,,EOV = Uniform National Projection,http://lazarus.elte.hu/gb/geodez/geod2.htm,EPSG,1997-07-22,,1,0
-19933,Prince Edward Island Stereographic (ATS77),conversion,,,,,1533,Large and medium scale topographic mapping and engineering survey.,0,9809,,,In use from 1979. To be phased out in late 1990's.,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,EPSG,1997-11-13,,1,0
-19934,Lithuania 1994,conversion,,,,,1145,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,HNIT-BALTIC GeoInfoServisas,EPSG,1998-03-12,,1,0
-19935,Rectified Skew Orthomorphic Malaya Grid,conversion,,,,,1690,Large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=23505.515 chSe, Nc=21992.646 chSe.",UK Directorate of Overseas Surveys paper,EPSG,1999-10-20,97.231,1,1
-19936,Portuguese National Grid,conversion,,,,,1294,Large and medium scale topographic mapping and engineering survey for military purposes.,0,9807,,,Original transformation by Gauss-Kruger formula. Longitude is referenced to the Lisbon meridian.,Instituto Portugues de Cartografia e Cadastro,EPSG,2003-01-16,95.30 96.29 98.42 2003.02,1,0
-19937,Tunisia Mining Grid,conversion,,,,,1618,Minerals licencing,0,9816,,,Origin: Djebel Kebar. Longitude is referenced to the Paris meridian.,Mining decree of 1st January 1953,EPSG,2003-01-16,2003.02,1,0
-19938,Estonian National Grid,conversion,,,,,1090,Large and medium scale topographic mapping and engineering survey.,0,9802,,,Coordinates at the projection origin match those of TM Baltic 93.,Geographic Institute; http://www.geo.ut.ee/,EPSG,2005-09-29,99.28 2005.46,1,0
-19939,TM Baltic 93,conversion,,,,,1646,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Geographic Institute; http://www.geo.ut.ee/,EPSG,2005-09-29,2005.46,1,0
-19940,Levant Zone,conversion,,,,,1623,Large and medium scale topographic mapping and engineering survey.,0,9817,,,Replaced by projection using full Lambert formula (EPSG code 19948) from 1973.,US Army Map Service projection tables; 1943.,EPSG,1999-04-22,,1,0
-19941,Brazil Polyconic,conversion,,,,,1053,Small scale mapping,0,9818,,,,PetroBras,EPSG,1999-10-20,99.55,1,0
-19942,British West Indies Grid,conversion,,,,,2295,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,"UK Royal Engineers projection tables P10/25, 1943.",EPSG,1999-04-22,,1,0
-19943,Barbados National Grid,conversion,,,,,1042,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced British West Indies Grid (19942) after 1983.,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-19944,Quebec Lambert Projection,conversion,,,,,1368,Medium and small scale mapping,0,9802,,,,Service de la Cartographie; Ministère des Ressources Naturelles; Quebec,EPSG,1999-10-22,,1,0
-19945,New Brunswick Stereographic (ATS77),conversion,,,,,1447,Large and medium scale topographic mapping and engineering survey.,0,9809,,,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,1999-10-20,99.61,1,0
-19946,New Brunswick Stereographic (NAD83),conversion,,,,,1447,Large and medium scale topographic mapping and engineering survey.,0,9809,,,In use from 1999.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,1999-10-20,,1,0
-19947,Austria Lambert,conversion,,,,,1037,Medium and small scale mapping,0,9802,,,,Bundesamt für Eich- und Vermessungswesen,EPSG,2000-01-07,99.94,1,0
-19948,Syria Lambert,conversion,,,,,1623,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Replaced Levant zone using same parameters but truncated near-conformal method (code 19940) from 1973.,IGN Paris,EPSG,1999-10-20,,1,0
-19949,Levant Stereographic,conversion,,,,,1623,Large and medium scale topographic mapping and engineering survey.,0,9809,,,Used prior to World War II for cadastral and large scale topographic mapping.,IGN Paris,EPSG,1999-10-20,,1,0
-19950,Landesvermessung 1995,conversion,,,,,1286,Large and medium scale topographic mapping and engineering survey.,0,9815,,,,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,1999-10-20,,1,0
-19951,Nakhl e Taqi Oblique Mercator,conversion,,,,,1338,Large and medium scale topographic mapping and engineering survey.,0,9815,,,Used only for terminal site.,Total-Fina,EPSG,1999-10-20,,1,0
-19952,Krovak,conversion,,,,,1306,Large and medium scale topographic mapping and engineering survey.,0,9819,,,Longitude is referenced to the Ferro meridian.,Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,EPSG,2003-01-16,2003.02,1,0
-19953,Qatar Grid,conversion,,,,,1346,Large and medium scale topographic mapping and engineering survey.,0,9806,,,,Maersk Oil and Gas,EPSG,2000-03-07,,1,0
-19954,Suriname Old TM,conversion,,,,,1222,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Introduced in 1975. Replaced by Suriname TM in 1979.,Shell International,EPSG,2000-06-10,,1,0
-19955,Suriname TM,conversion,,,,,1222,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced Suriname Old TM in 1979 (scale factor changed).,Shell International,EPSG,2000-06-10,,1,0
-19956,Rectified Skew Orthomorphic Borneo Grid (chains),conversion,,,,,1362,Large and medium scale topographic mapping and engineering survey.,0,9815,,,See 19957 and 19958 for feet and metres versions. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 chSe. Being replaced by metric version (code 19958).,Directorate of Colonial Surveys projection tables 1954 revision.,EPSG,2006-08-14,2002.47 2006.73,1,0
-19957,Rectified Skew Orthomorphic Borneo Grid (feet),conversion,,,,,1851,Large and medium scale topographic mapping and engineering survey.,0,9815,,,See 19956 and 19958 for chains and metres versions. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 ftSe. Being replaced by metric version (code 19958).,EPSG unit conversion of Directorate of Colonial Surveys projection tables 1954 revision.,EPSG,2006-08-14,2002.47 2006.73,1,0
-19958,Rectified Skew Orthomorphic Borneo Grid (metres),conversion,,,,,1362,Large and medium scale topographic mapping and engineering survey.,0,9815,,,See 19956 and 19957 for chains and feet versions. Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 m.,EPSG unit conversion of Directorate of Colonial Surveys projection tables 1954 revision.,EPSG,2006-08-14,2006.73,1,0
-19959,Ghana National Grid,conversion,,,,,1104,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Ghana metric grid (code 19904).,Ordnance Survey International,EPSG,2000-10-19,,1,0
-19960,Prince Edward Isl. Stereographic (NAD83),conversion,,,,,1533,Large and medium scale topographic mapping and engineering survey.,0,9809,,,False Easting and False Northing changed from values used with ATS77 (which were FE=700000m; FN=400000m) to these new values when used with NAD83 (CSRS). New values are FE=400000m; FN=800000m; adopted in 2000.,PEI Department of Transportation & Public Works; Mr. Serge Bernard,EPSG,2000-10-19,,1,0
-19961,Belgian Lambert 72,conversion,,,,,1347,Large and medium scale topographic mapping and engineering survey.,0,9802,,,"Introduced in 2000. Equivalent to Belge Lambert 72 (code 19902).
-If software cannot handle latitude of false origin of 90 deg N, use latitude of false origin = 50°47'57.704""N with northing at false origin = 165 372.956 m.",IGN Brussels www.ngi.be and EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-09-29,2005.46,1,0
-19962,Irish Transverse Mercator,conversion,,,,,1305,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Ordnance Survey of Ireland,EPSG,2000-10-19,,1,0
-19963,Sierra Leone New Colony Grid,conversion,,,,,1342,Topographic mapping and engineering survey.,0,9807,,,Replaces the Sierra Leone Colony Grid. New grid is 422.3 ft west and 112.1 ft south of old grid.,Ordnance Survey International,EPSG,2001-06-05,,1,0
-19964,New War Office Sierra Leone Grid,conversion,,,,,1342,Topographic mapping and engineering survey.,0,9807,,,Replaces the War Office Sierra Leone Grid. New grid is 422.3 ft west and 112.1 ft south of old grid.,Ordnance Survey International,EPSG,2001-06-05,,1,0
-19965,US National Atlas Equal Area,conversion,,,,,1245,Statistical mapping,0,9821,,,,"United States Geological Survey, Western Geographic Science Center.",EPSG,2001-06-05,,1,0
-19966,Luxembourg Gauss,conversion,,,,,1146,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-19967,Slovenia Grid,conversion,,,,,1212,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Geodetska Uprava Republike Slovenije via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-19968,Plate Carree,conversion,,,,,1262,Graticule coordinates in rectangular Cartesian form.,0,9823,,,Origin at intersection of equator and prime meridian.,EPSG,EPSG,2001-06-05,,1,0
-19969,Portuguese Grid,conversion,,,,,1294,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula. Longitude is referenced to the Lisbon meridian.,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2003-01-16,2003.02,1,0
-19971,New Zealand Transverse Mercator,conversion,,,,,3285,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Land Information New Zealand,EPSG,2001-08-28,,1,0
-19972,Irish Grid,conversion,,,,,1305,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Defined as part of the 1965 and 1975 mapping adustments in which the scale factor was introduced as a best fit to retain existing grid coordinates.,Ordnance Survey of Ireland.,EPSG,2001-11-06,,1,0
-19973,Irish National Grid,conversion,,,,,2530,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Used only with the 1952 geodetic adjustment. Replaced by the 1975 Mapping Adjustment: see code 19972.,Ordnance Survey of Northern Ireland.,EPSG,2001-11-06,,1,0
-19974,Modified Portuguese Grid,conversion,,,,,1294,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Applied to Datum 73. Grid position at origin is coincident with the unmodified grid applied to Lisbon datum.,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-11-06,,1,0
-19975,Trinidad Grid (Clarke's feet),conversion,,,,,1339,Oil industry exploration and production.,0,9806,,,"Foot version of EPSG code 19925. Not an official system, but used by some US-based organisations including Amoco Trinidad.",BP,EPSG,2002-02-12,,1,0
-19976,ICN Regional,conversion,,,,,1251,Small scale topographic and geological mapping.,0,9802,,,,Institute Cartografica Nacional,EPSG,2002-02-12,,1,0
-19977,Aramco Lambert,conversion,,,,,1206,Oil industry exploration and production.,0,9802,,,Used by Saudi Aramco when area of interest crosses UTM zone boundary. Adopted by partners for Core Venture 1 (South Ghawar) area.,Saudi Aramco,EPSG,2002-02-12,,1,0
-19978,Hong Kong 1980 Grid,conversion,,,,,1118,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,"Grid origin is Partiridge Hill triangulation station (old trig ""2"").","Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2002-06-22,,1,0
-19979,Portugal Bonne,conversion,,,,,1294,"1:50,000 topographic mapping.",0,9828,,,Longitude is referenced to the Lisbon meridian.,"Instituto Portugues de Cartografia e Cadastro, http://www.ipcc.pt/portuguese/produtos/cartografia/50m.html",EPSG,2003-01-16,2003.02,1,0
-19981,Lambert New Caledonia,conversion,,,,,3430,Large and medium scale topographic mapping and engineering survey.,0,9802,,,,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.ditttt.gouv.nc",EPSG,2006-07-25,2006.62,1,0
-19982,TM Reunion,conversion,,,,,1196,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Supersedes Gauss Laborde Reunion.,IGN Paris.,EPSG,2002-11-29,,1,1
-19983,Terre Adelie Polar Stereographic,conversion,,,,,2818,Topographic mapping.,0,9830,,,,IGN Paris.,EPSG,2003-09-22,2003.22,1,0
-19984,British Columbia Albers,conversion,,,,,2832,Single projection for whole province for spatial data storgage and use.,0,9822,,,,Government of British Columbia Ministry of Sustainable Resource Management. http://srmwww.gov.bc.ca/gis/bceprojection.html,EPSG,2003-05-05,,1,0
-19985,Europe Conformal 2001,conversion,,,,,2881,"Single projection for all Europe. Used for conformal mapping at scales of 1:500,000 and smaller.",0,9802,,,"UTM used for applications at scales larger than 1:500,000. ETRS-LAEA (code 19986) used for statistical mapping.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2005-09-29,2005.46,1,0
-19986,Europe Equal Area 2001,conversion,,,,,2881,Single projection for all Europe. Used for statistical mapping at all scales and other purposes where true area representation is required.,0,9820,,,ETRS-LCC (code 19985) used for conformal mapping.,"European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2005-09-29,2005.46,1,0
-19987,Iceland Lambert 1900,conversion,,,,,1120,Single projection for all country. Used for small scale applications.,0,9826,,,Used only with Reykjavik geogCRS. Longitude of origin originally defined as 31 deg 30m west of Copenhagen.,Landmaelingar Islands (National Land Survey of Iceland).,EPSG,2003-06-27,,1,0
-19988,Iceland Lambert 1955,conversion,,,,,1120,Single projection for all country. Used for small scale applications.,0,9826,,,Used only with Hjorsey geogCRS.,Landmaelingar Islands (National Land Survey of Iceland).,EPSG,2003-06-27,,1,0
-19989,Iceland Lambert 1993,conversion,,,,,1120,Single projection for all country.,0,9802,,,Used only with ISN93 geogCRS.,Landmaelingar Islands (National Land Survey of Iceland).. http://www.lmi.is,EPSG,2003-06-27,,1,0
-19990,Latvian Transverse Mercator,conversion,,,,,1139,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu,EPSG,2003-06-27,,1,0
-19991,Jan Mayen Grid,conversion,,,,,2869,Topographic mapping,0,9807,,,,Statens kartverk.,EPSG,2003-06-27,,1,0
-19992,Antarctic Polar Stereographic,conversion,,,,,1031,"1: Antarctic Digital Database and small scale (<1:1,000,000) studies and topographic mapping.
-2: Medium scale studies and topographic mapping south of 80 deg S.",0,9829,,,Special studies may use a different projection using an alternative longitude of origin. See for example projection code 19993.,Scientific Committee for Antarctic Reasearch (SCAR) Antarctic Digital Database (ADD) manual. http://www.antarctica.ac.uk/,EPSG,2005-09-29,2005.46,1,0
-19993,Australian Antarctic Polar Stereographic,conversion,,,,,1278,"1: Small scale (<1:1,000,000) studies and topographic mapping.
-2: Medium scale mapping south of 80 deg S",0,9829,,,,Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/,EPSG,2005-09-29,2005.46,1,0
-19994,Australian Antarctic Lambert,conversion,,,,,2880,"Medium scale (1:250,000 - 1:1,000,000) studies and topographic mapping.",0,9802,,,,Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/,EPSG,2005-09-29,2005.46,1,0
-19995,Jordan Transverse Mercator,conversion,,,,,1130,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Information has not been confirmed by National Mapping Agency.,Various industry sources,EPSG,2004-01-29,,1,0
-19996,Soldner Berlin,conversion,,,,,2898,"Large scale topographic and statistical mapping, cadastral and engineering survey.",0,9806,,,Origin is trigonometrical station Müggelberg. Effective under city ordnance dated 5th November 1991.,Berlin state statistical office.,EPSG,2004-04-22,,1,0
-19997,Kuwait Transverse Mercator,conversion,,,,,1310,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,EPSG,2004-07-19,,1,0
-19998,Guernsey Grid,conversion,,,,,2989,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,"States of Guernsey and Digimap Ltd, Guernsey.",EPSG,2004-11-26,,1,0
-19999,Jersey Transverse Mercator,conversion,,,,,2988,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Effective from 1st January 2005.,Jersey Planning & Environment Department.,EPSG,2004-11-26,,1,0
+101,deg to DMSH,conversion,,,,,1262,Convert decimal degrees to and from degrees minutes seconds hemisphere representation.,0,9637,,,,OGP,OGP,2002/11/22,,1,1
+102,degH to DMSH,conversion,,,,,1262,Convert degree hemisphere representation to and from degrees minutes seconds hemisphere.,0,9638,,,,OGP,OGP,2002/11/22,,1,1
+103,Hdeg to DMSH,conversion,,,,,1262,Convert hemisphere degree representation to and from degrees minutes seconds hemisphere representation.,0,9639,,,,OGP,OGP,2002/11/22,,1,1
+104,DM to DMSH,conversion,,,,,1262,Convert degree minute representation to and from degrees minutes seconds hemisphere representation.,0,9640,,,,OGP,OGP,2002/11/22,,1,1
+105,DMH to DMSH,conversion,,,,,1262,Convert degree minute hemisphere representation to and from degrees minutes seconds hemisphere representation.,0,9641,,,,OGP,OGP,2002/11/22,,1,1
+106,HDM to DMSH,conversion,,,,,1262,Convert hemisphere degree minute representation to and from degrees minutes seconds hemisphere representation.,0,9642,,,,OGP,OGP,2002/11/22,,1,1
+107,DMS to DMSH,conversion,,,,,1262,Convert degree minute second representation to and from degrees minutes seconds hemisphere representation.,0,9643,,,,OGP,OGP,2002/11/22,,1,1
+108,HDMS to DMSH,conversion,,,,,1262,Convert hemisphere degree minute second representation to and from degrees minutes seconds hemisphere representation.,0,9644,,,,OGP,OGP,2002/11/22,,1,1
+1024,MGI to ETRS89 (4),transformation,4312,4258,LBD-Aut Sty,4,1543,For applications to an accuracy of 1 metre.,1,9607,,,Parameter values from MGI to WGS 84 (8) (tfm code 1194). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Information source gives scale as -2.388739 ppm.,Amt der Steiermarkischen Landesregierung; GIS-STMK. www.gis.steiermark.at,OGP,2008/06/24,,1,0
+1025,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,,9630,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where m=(latitude - 55) degrees and n=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,OGP,2002/06/22,1999.740 2000.550 2002.400,1,1
+1026,Madrid 1870 (Madrid) to ED50 (1),transformation,4903,4230,IGB-Esp,1,2366,?,10,9617,,,It is preferable to use whichever of either Madrid 1870 (Madrid) to ED50 (2) (code 1027) or Madrid 1870 (Madrid) to ED50 (3) (code 1028) is applicable to the area.,Institut de Geomatica; Barcelona,OGP,2007/03/22,1999.820 1999.740 2003.051 2004.170 2007.043,1,0
+1027,Madrid 1870 (Madrid) to ED50 (2),transformation,4903,4230,IGB-Esp N,2,2367,?,5,9617,,,Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1026).,Institut de Geomatica; Barcelona,OGP,2003/02/06,1999.820 1999.740 2003.051 2004.170,1,0
+1028,Madrid 1870 (Madrid) to ED50 (3),transformation,4903,4230,IGB-Esp S,3,2368,?,5,9617,,,Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1026).,Institut de Geomatica; Barcelona,OGP,2000/03/07,1999.820 1999.740 2004.170,1,0
+1029,Amersfoort / RD New to ED50 / UTM zone 31N (1),transformation,28992,23031,NCG-Nld,1,1172,?,,9632,9001,9001,For reverse transformation see ED50 / UTM 31N to Amersfoort / RD New (1) (code 1030).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",OGP,2000/03/07,,1,1
+1030,ED50 / UTM zone 31N to Amersfoort / RD New (1),transformation,23031,28992,NCG-Nld,1,1172,?,,9632,9001,9001,For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (1) (code 1029).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",OGP,2000/03/07,,1,1
+1031,Amersfoort / RD New to ED50 / UTM zone 31N (2),transformation,28992,23031,NAM-Nld,2,1172,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see ED50 / UTM zone 31N to Amersfoort / RD New (2) (code 1032).,Shell / NAM,OGP,2000/03/07,,1,1
+1032,ED50 / UTM zone 31N to Amersfoort / RD New (2),transformation,23031,28992,NAM-Nld,2,1172,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (2) (code 1031).,Shell / NAM,OGP,2000/03/07,,1,1
+1033,Belge 72 / Lambert to ED50 / UTM zone 31N (1),transformation,31300,23031,NCG-Bel,1,1044,?,999,9631,9001,9001,For reverse transformation see ED50 / UTM 31N to Belge 72 / Lambert (code 1034).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",OGP,2000/03/07,,1,1
+1034,ED50 / UTM zone 31N to Belge 72 / Lambert (1),transformation,23031,31300,NCG-Bel,1,1044,?,999,9631,9001,9001,For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1033).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",OGP,2000/03/07,,1,1
+1035,Astra Minas to Campo Inchauspe / Argentina 2 (1),transformation,5800,22192,IHS-Arg ComRiv,1,1265,Oil exploration.,5,9621,,,,IHS Energy,OGP,2006/12/11,2006.890,1,0
+1036,OSGB 1936 / British National Grid to ETRS89 (1),transformation,27700,4258,OSGB-Gbr,1,1264,Accuracy 0.2m at 67% confidence level.,0.2,9633,,,Withdrawn and replaced by OSGB 1936 / British National Grid to ETRS89 (2) (code 1039).,http://www.gps.gov.uk/gpssurveying.asp,OGP,2007/03/22,2002.620 2007.043,1,0
+1037,Amersfoort / RD New to ED50 / TM 5 NE (1),transformation,28992,23095,NAM-Nld,1,1630,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1038).,Shell / NAM,OGP,2002/07/13,,1,1
+1038,ED50 / TM 5 NE to Amersfoort / RD New (1),transformation,23095,28992,NAM-Nld,2,1630,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1037).,Shell / NAM,OGP,2002/07/13,,1,1
+1039,OSGB 1936 / British National Grid to ETRS89 (2),transformation,27700,4258,OSGB-UK Gbr02,2,1264,Accuracy 0.1m at 67% confidence level.,0.1,9633,,,Replaces OSGB 1936 / British National Grid to ETRS89 (1) (code 1036). May be taken as approximate transformation OSGB 1936 / British National Grid to WGS 84 - see code 15956.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2007/07/15,2007.067,1,0
+1040,OSGB 1936 / British National Grid to WGS 84 (2),transformation,27700,4979,EPSG-UK Gbr02,2,1264,Accuracy 1m.,1,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (2) (code 1039) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,OGP,OGP,2002/09/19,,1,1
+1041,TM75 to ETRS89 (1),transformation,4300,4258,Osi-Ire,1,1305,Accuracy 0.4m (95%).,0.4,9648,9102,9102,Derived at 183 points. Recommended by OSi and OSNI for all horizontal transformations in the Republic and Northern Ireland. Use iteration for reverse transformation ETRS89 to TM75. May be used as approximation for TM75 to WGS 84 (see code 1042).,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2002/12/21,,1,0
+1042,TM75 to WGS 84 (1),transformation,4300,4326,EPSG-Ire,1,1305,Accuracy 1m.,1,9648,9102,9102,Parameter values taken from TM75 to ETRS89 (1) (code 1041) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Use iteration for reverse transformation WGS 84 to TM75.,OGP,OGP,2002/12/21,,1,0
+1043,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,1,9651,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where U=(latitude - 55) degrees and V=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,OGP,2002/12/21,,1,1
+1044,Amersfoort / RD New to ED50 / UTM zone 31N (1),transformation,28992,23031,NCG-Nld,1,1172,?,1,9653,9001,9001,For reverse transformation see ED50 / UTM 31N to Amersfoort / RD New (1) (code 1045).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",OGP,2002/12/21,,1,0
+1045,ED50 / UTM zone 31N to Amersfoort / RD New (1),transformation,23031,28992,NCG-Nld,1,1172,?,1,9653,9001,9001,For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (1) (code 1044).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",OGP,2002/12/21,,1,0
+1046,Amersfoort / RD New to ED50 / UTM zone 31N (2),transformation,28992,23031,NAM-Nld,2,1172,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see ED50 / UTM zone 31N to Amersfoort / RD New (2) (code 1047).,Shell / NAM,OGP,2002/12/21,,1,0
+1047,ED50 / UTM zone 31N to Amersfoort / RD New (2),transformation,23031,28992,NAM-Nld,2,1172,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (2) (code 1046).,Shell / NAM,OGP,2002/12/21,,1,0
+1048,Belge 72 / Lambert to ED50 / UTM zone 31N (1),transformation,31300,23031,NCG-Bel,1,1044,?,1,9652,9001,9001,For reverse transformation see ED50 / UTM 31N to Belge 72 / Lambert (code 1049).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",OGP,2002/12/21,,1,0
+1049,ED50 / UTM zone 31N to Belge 72 / Lambert (1),transformation,23031,31300,NCG-Bel,1,1044,?,1,9652,9001,9001,For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1048).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",OGP,2002/12/21,,1,0
+1050,Amersfoort / RD New to ED50 / TM 5 NE (1),transformation,28992,23095,NAM-Nld,1,1630,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1051).,Shell / NAM,OGP,2002/12/21,,1,0
+1051,ED50 / TM 5 NE to Amersfoort / RD New (1),transformation,23095,28992,NAM-Nld,2,1630,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1050).,Shell / NAM,OGP,2002/12/21,,1,0
+1052,ED50 to WGS 84 (35),transformation,4230,4326,DMA-Eur W,35,2879,Minerals management in Germany.,5,9654,9102,9102,Adopted at June 2003 agreement between LBA and BSH. From TR8350.2 MRE for onshore western Europe. May be approximated to better than 0.5m by transformation code 1998. LBA will also accept TR8350.2 mean Europe geocentric translation (code 1133).,Landesbergamt for Lower Saxony and Bundesanstalt für Seeschifffahrt und Hydrographie.,OGP,2007/03/22,2003.201 2004.630 2007.043,1,0
+1053,NTF to RGF93 (1),transformation,4275,4171,IGN-Fra 1m,1,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,May be used for transformation of NTF to/from ETR89 and WGS 84 as RGF93 may be considered equivalent to ETRS89 or WGS 84 within the accuracy of the transformation. See tfm codes 1054 and 15939. May be emulated using NTv2 method - see tfm code 15958.,"Institut Geographique National (IGN) document NTG_88.pdf, ""Grille de parametres de transformation de coordonnees"". http://www.ign.fr",OGP,2007/08/01,2007.036 2007.069,1,0
+1054,NTF to ETRS89 (2),transformation,4275,4258,EPSG-Fra 1m,2,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,These parameter values are taken from NTF to RGF93 (1) (code 1053) as RGF93 may be considered equivalent to ETRS89 within the accuracy of the transformation. May be emulated using NTv2 method - see tfm code 15959.,OGP,OGP,2007/08/01,2007.036 2007.068,1,0
+1055,Ain el Abd to WGS 84 (3),transformation,4204,4326,WGC-Kwt,3,1136,1 metre accuracy.,1,9603,,,Derived at station K1.,KOC,OGP,2004/06/16,,1,0
+1056,Ain el Abd to WGS 84 (4),transformation,4204,4326,Par-Kwt,4,1136,1 metre accuracy.,1,9607,,,"Derivation is more precise, but no evidence that accuracy is better than Ain el Abd to WGS 84 (3). OGP recommends using Ain el Abd to WGS 84 (3).",KOC,OGP,2004/06/16,,1,0
+1057,Ain el Abd to WGS 84 (5),transformation,4204,4326,Par-Kwt N,5,2956,1 metre accuracy.,1,9607,,,.,KOC,OGP,2004/06/16,,1,0
+1058,Ain el Abd to WGS 84 (6),transformation,4204,4326,Par-Kwt S,6,2957,1 metre accuracy.,1,9607,,,,KOC,OGP,2004/06/16,,1,0
+1059,KOC to WGS 84 (1),transformation,4246,4326,WGC-Kwt,1,1136,1 metre accuracy.,1,9603,,,,KOC,OGP,2004/06/16,,1,0
+1060,NGN to WGS 84 (1),transformation,4318,4326,Mun-Kwt,1,1136,1 metre accuracy.,1,9603,,,,KOC,OGP,2004/06/16,,1,0
+1061,Kudams to WGS 84 (1),transformation,4319,4326,Mun-Kwt,1,1136,For applications requiring an accuracy of better than 1 metre.,1,9603,,,,KOC,OGP,2004/06/16,,1,0
+1062,Kudams to WGS 84 (2),transformation,4319,4326,Par-Kwt,2,1136,For applications requiring an accuracy of better than 1 metre.,1,9607,,,,KOC,OGP,2004/06/16,,1,0
+1063,Vientiane 1982 to Lao 1997 (1),transformation,4676,4678,NGD-Lao,1,1138,Accuracy 2m.,2,9603,,,Derived at 8 stations.,National Geographic Department,OGP,2004/04/27,,1,0
+1064,Lao 1993 to Lao 1997 (1),transformation,4677,4678,NGD-Lao,1,1138,Accuracy 0.15m,0.15,9603,,,Derived at 25 stations.,National Geographic Department,OGP,2004/04/27,,1,0
+1065,Lao 1997 to WGS 84 (1),transformation,4678,4326,NGD-Lao,1,1138,Accuracy 5m.,5,9603,,,Derived at 25 stations.,National Geographic Department,OGP,2004/04/27,,1,0
+1066,Amersfoort to ETRS89 (2),transformation,4289,4258,NCG-Nld 2000,2,1275,Accuracy 0.5m,0.5,9636,,,Replaced by Amersfoort to ETRS89 (4) (tfm code 15740). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 1751.,http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/03/22,2005.080 2007.043,1,0
+1067,Minna to WGS 84 (11),transformation,4263,4326,Stat-Nga,11,1717,Oil industry exploration and production.,5,9603,,,"Used by Statoil for deep water blocks 210, 213, 217 and 218. Parameter values interpolated from Racal Survey geocentric translation contour charts for each of these four blocks and then meaned.",Statoil.,OGP,2004/04/27,,1,0
+1068,Guam 1963 to NAD83(HARN) (1),transformation,4675,4152,NGS-Gum,1,1110,"Geodetic survey. Accuracy 3 m in each component, 1 sigma.",5,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs Guam 1963 and NAD83(HARN) (codes 4675 and 4152) have longitudes positive east. Can be used as approximation for tfm between Guam 1963 and WGS 84 - see tfm code 1069.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/readme.txt,OGP,2004/04/22,,1,0
+1069,Guam 1963 to WGS 84 (2),transformation,4675,4326,EPSG-Gum,2,1110,Accuracy 5m.,5,9613,,,"Parameter files are from Guam 1963 to NAD83(HARN) (1) (code 1068), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.",OGP,OGP,2006/02/03,2006.021,1,0
+1070,Guam to WGS 84 (1),transformation,4675,4326,DMA-Gum,1,1110,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1071,Palestine 1923 to Israel (1),transformation,4281,4141,SoI-Isr,1,1126,Accuracy: 1.5m,1.5,9603,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,OGP,2006/10/13,2006.890,1,0
+1072,Palestine 1923 / Israeli CS to Israel / Israeli TM (1),transformation,28193,2039,SoI-Isr,1,1126,Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31°15'N).,3,9656,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,OGP,2008/06/24,2006.890 2008.045,1,0
+1073,Israel to WGS 84 (1),transformation,4141,4326,SoI-Isr,1,1126,Accuracy: 2m,2,9603,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,OGP,2004/04/14,,1,0
+1074,Palestine 1923 to WGS 84 (1),transformation,4281,4326,EPSG-Isr,1,1126,Oil Exploration. Accuracy: 1m to north and 5m to south of east-west line through Beersheba (31°15'N).,2,9606,,,Not recognised by Survey of Israel. See Palestine 1923 to WGS 84 (2) (code 8650).,Various industry sources,OGP,2008/06/24,2008.045,1,0
+1075,ED50 to WGS 84 (38),transformation,4230,4326,TPAO-Tur,38,2896,Oil Exploration,10,9603,,,"Derived in 1987 by Geodetic for TPAO. Used on BP 1991/92 2D seismic surveys in central and eastern Turkish sector of Black Sea. In Turkey, replaced by tfm code 1784. Also adopted for use offshore Israel.",Various industry sources,OGP,2007/03/22,2007.043,1,0
+1076,PSAD56 to WGS 84 (13),transformation,4248,4326,EPSG-Ven,13,1251,Approximation at the +/- 1m level.,1,9636,,,Parameter vales are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/03/26,,1,1
+1077,La Canoa to WGS 84 (2),transformation,4247,4326,EPSG-Ven,2,1251,Approximation at the +/- 1m level.,1,9636,,,Parameter values are from La Canoa to REGVEN (1) (code 1076) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/03/26,,1,1
+1078,Luxembourg 1930 to ETRS89 (2),transformation,4181,4258,ACT-Lux 0.1m,2,1146,For applications to an accuracy of 0.1 metre.,0.1,9636,,,May be taken as approximate transformation Luxembourg 1930 to WGS 84 - see code 1079.,Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT,OGP,2004/03/09,,1,0
+1079,Luxembourg 1930 to WGS 84 (2),transformation,4181,4326,EPSG-Lux 0.5m,2,1146,For applications to an accuracy of 0.5 metre.,0.5,9636,,,Parameter values from Luxembourg 1930 to ETRS89 (2) (code 1078). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT,OGP,2004/03/09,,1,0
+1080,CI1971 to WGS 84 (1),transformation,4672,4326,DMA-Nzl CI,1,2889,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html",OGP,2005/05/21,2005.200 2005.210,1,0
+1081,CI1979 to WGS 84 (1),transformation,4673,4326,OSG-Nzl CI,1,2889,For applications requiring 2m accuracy.,2,9607,,,Derived at 4 stations using concatenation through WGS72. Parameter vales are also used to transform CI1979 to NZGD2000 - see tfm code 1082.,Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+1082,CI1979 to NZGD2000 (1),transformation,4673,4167,OSG-Nzl CI,1,2889,For applications requiring 2m accuracy.,2,9607,,,Parameter vales are from CI1979 to WGS 84 (1) (code 1081) assuming that WGS 84 is equivalent to NZGD2000 within the accuracy of the transformation.,Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+1083,JAD69 to WGS 72 (2),transformation,4242,4322,PC-Jam,2,3342,For oil exploration.,10,9603,,,Derived in 1981 through Transit observations at 4 stations by Geodetic Survey for Petroleum Corporation of Jamaica.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",OGP,2007/01/19,2007.001,1,0
+1084,JAD69 to WGS 84 (1),transformation,4242,4326,UT-Jam 5m,1,3342,For applications requiring 5m accuracy.,5,9603,,,Derived via NAD27 and WGS 72. Preliminary values derived by Survey Department but not officially promulgated.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",OGP,2007/01/19,2007.001,1,0
+1085,JAD69 to WGS 84 (2),transformation,4242,4326,UT-Jam 2m,2,3342,For applications requiring 2m accuracy.,2,9603,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",OGP,2007/01/19,2007.001,1,0
+1086,JAD69 to WGS 84 (3),transformation,4242,4326,UT-Jam 1m,3,3342,For applications requiring 1m accuracy.,1,9607,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",OGP,2004/02/17,,1,1
+1087,ED50 to WGS 84 (37),transformation,4230,4326,RJGC-Jor,37,1130,Topographic mapping.,999,9603,,,Information has not been confirmed by National Mapping Agency.,Various industry sources,OGP,2004/01/29,,1,0
+1088,Monte Mario to WGS 84 (5),transformation,4265,4326,ENI-Ita Adr N Anc,5,2882,Oil exploration and production,10,9603,,,,ENI E&P Division (AGIP),OGP,2004/01/20,,1,0
+1089,Monte Mario to WGS 84 (6),transformation,4265,4326,ENI-Ita Adr Anc-Gar,6,2883,Oil exploration and production,10,9603,,,,ENI E&P Division (AGIP),OGP,2004/01/20,,1,0
+1090,Monte Mario to WGS 84 (7),transformation,4265,4326,ENI-Ita Adr S Gar,7,2884,Oil exploration and production,10,9603,,,,ENI E&P Division (AGIP),OGP,2004/01/20,,1,0
+1091,Monte Mario to WGS 84 (8),transformation,4265,4326,ENI-Ita Otr,8,2885,Marine navigation,10,9603,,,,ENI E&P Division (AGIP),OGP,2004/01/20,,1,0
+1092,Monte Mario to WGS 84 (9),transformation,4265,4326,ENI-Ita N Jon,9,2886,Marine navigation,10,9603,,,,ENI E&P Division (AGIP),OGP,2004/01/20,,1,0
+1093,Monte Mario to WGS 84 (10),transformation,4265,4326,ENI-Ita E Sic,10,2887,Marine navigation,10,9603,,,,ENI E&P Division (AGIP),OGP,2004/01/20,,1,0
+1094,Monte Mario to WGS 84 (11),transformation,4265,4326,ENI-Ita W Sic,11,2888,Marine navigation,10,9603,,,,ENI E&P Division (AGIP),OGP,2004/01/20,,1,0
+1095,PSAD56 to WGS 84 (13),transformation,4248,4326,EPSG-Ven,13,1251,Approximation at the +/- 1m level.,15,9636,,,Parameter values are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/05,2004.184,1,0
+1096,La Canoa to WGS 84 (2),transformation,4247,4326,EPSG-Ven,2,1251,Approximation at the +/- 1m level.,15,9636,,,Parameter values are from La Canoa to REGVEN (1) (code 1771) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/05,2004.184,1,0
+1097,Dealul Piscului 1970 to WGS 84 (2),transformation,4317,4326,EPSG-Rom,2,1197,"Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Parameter values taken from Pulkovo 1942 to WGS 84 (9) (code 1293) assuming that Pulkovo 1942 in Romania is equivalent to Dealul Piscului 1970.,OGP,OGP,2007/08/28,2007.082,1,0
+1098,IGM95 to ETRS89 (1),transformation,4670,4258,IGM-Ita,1,1127,IGM95 is a realisation of ETRS89.,0,9603,,,May be taken as approximate transformation IGM95 to WGS 84 - see code 1099.,ENI,OGP,2004/01/07,,1,0
+1099,IGM95 to WGS 84 (1),transformation,4670,4326,IGM-Ita,1,1127,Approximation at the 1m level.,1,9603,,,Parameter values taken from IGM95 to ETRS89 (1) (code 1098) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,ENI,OGP,2004/01/07,,1,0
+1100,Adindan to WGS 84 (1),transformation,4201,4326,DMA-Eth Sud,1,1271,For military purposes only. Accuracy 5m in each axis.,9,9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1101,Adindan to WGS 84 (2),transformation,4201,4326,DMA-Bfa,2,1057,For military purposes. Accuracy 25m in each axis.,44,9603,,,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Burkino Faso.",U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2002.380 2005.200,1,0
+1102,Adindan to WGS 84 (3),transformation,4201,4326,DMA-Cmr,3,3226,For military purposes. Accuracy 25m in each axis.,44,9603,,,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Cameroon.",U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2002.380 2005.200,1,0
+1103,Adindan to WGS 84 (4),transformation,4201,4326,DMA-Eth,4,1091,For military purposes. Accuracy 3m in each axis.,6,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1104,Adindan to WGS 84 (5),transformation,4201,4326,DMA-Mli,5,1153,For military purposes. Accuracy 25m in each axis.,44,9603,,,"Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Mali.",U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2002.380 2005.200,1,0
+1105,Adindan to WGS 84 (6),transformation,4201,4326,DMA-Sen,6,3304,For military purposes. Accuracy 25m in each axis.,44,9603,,,"Derived at 2 stations connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Senegal.",U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2002.380 2005.200,1,0
+1106,Adindan to WGS 84 (7),transformation,4201,4326,DMA-Sud,7,3311,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1107,Afgooye to WGS 84 (1),transformation,4205,4326,DMA-Som,1,1214,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1108,AGD66 to WGS 84 (1),transformation,4202,4326,DMA-Aus,1,2575,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 105 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2006/01/02,2005.200 2006.010,1,0
+1109,AGD84 to WGS 84 (1),transformation,4203,4326,DMA-Aus,1,2575,For military purposes only. Accuracy 2m in each axis.,4,9603,,,Derived at 90 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1110,Ain el Abd to WGS 84 (1),transformation,4204,4326,DMA-Bhr,1,1040,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1997/04/11,1997.060,1,0
+1111,Ain el Abd to WGS 84 (2),transformation,4204,4326,DMA-Sau,2,1206,For military purposes. Accuracy 10m in each axis.,18,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1112,Amersfoort to WGS 84 (1),transformation,4289,4326,NCG-Nld 93,1,1275,?,1,9606,,,Replaced by Amersfoort to WGS 84 (2) (code 1672).,Nederlandse Commissie voor Geodesie publication 30; 1993.,OGP,2007/03/22,1997.070 2002.900 2007.043,1,0
+1113,Arc 1950 to WGS 84 (1),transformation,4209,4326,DMA-mean,1,2312,"For military purposes only. Accuracy 20m, 33m and 20m in X, Y and Z axes.",44,9603,,,Derived at 41 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1114,Arc 1950 to WGS 84 (2),transformation,4209,4326,DMA-Bwa,2,1051,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1115,Arc 1950 to WGS 84 (3),transformation,4209,4326,DMA-Bdi,3,1058,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1116,Arc 1950 to WGS 84 (4),transformation,4209,4326,DMA-Lso,4,1141,"For military purposes. Accuracy 3m, 3m and 8m in X, Y and Z axes.",10,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1117,Arc 1950 to WGS 84 (5),transformation,4209,4326,DMA-Mwi,5,1150,"For military purposes. Accuracy 9m, 24m and 8m in X, Y and Z axes.",27,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1118,Arc 1950 to WGS 84 (6),transformation,4209,4326,DMA-Swz,6,1224,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1119,Arc 1950 to WGS 84 (7),transformation,4209,4326,DMA-Cod,7,1259,For military purposes. Accuracy 25m in each axis.,25,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/09/30,2005.150 2005.200,1,1
+1120,Arc 1950 to WGS 84 (8),transformation,4209,4326,DMA-Zmb,8,1260,"For military purposes. Accuracy 21m, 21m and 27m in X, Y and Z axes.",41,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1121,Arc 1950 to WGS 84 (9),transformation,4209,4326,DMA-Zwe,9,1261,"For military purposes. Accuracy 5m, 8m and 11m in X, Y and Z axes.",15,9603,,,Derived at 10 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1122,Arc 1960 to WGS 84 (1),transformation,4210,4326,DMA-Ken Tza,1,2311,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1123,Batavia to WGS 84 (1),transformation,4211,4326,DMA-Idn Sumatra,1,1355,For military purposes. Accuracy 3m in each axis.,6,9603,,,Note: The area of use cited for this transformation (Sumatra) is not consistent with the area of use (Java) for the Batavia (Genuk) coordinate system. Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1124,Bermuda 1957 to WGS 84 (1),transformation,4216,4326,DMA-Bmu,1,1047,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1125,Bogota 1975 to WGS 84 (1),transformation,4218,4326,DMA-Col,1,1070,"For military purposes. Accuracy 6m, 5m and 6m in X, Y and Z axes.",10,9603,,,Derived in 1987 at 7 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1126,Bukit Rimpah to WGS 84 (1),transformation,4219,4326,DMA-Idn BBI,1,1287,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,2005/05/21,2002.151 2005.200,1,0
+1127,Campo Inchauspe to WGS 84 (1),transformation,4221,4326,DMA-Arg,1,1033,For military purposes. Accuracy 5m in each axis.,9,9603,,,Derived at 20 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1128,Cape to WGS 84 (1),transformation,4222,4326,DMA-Zaf,1,1215,"For military purposes. Accuracy 3m, 6m and 6m in X, Y and Z axes.",9,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1129,Cape to WGS 84 (2),transformation,4222,4326,DSLI-Zaf,2,1215,?,15,9603,,,Residuals should not exceed 15 metres. Parameter values are from Cape to Hartebeesthoek94 (1) (code 1504) assuming that Hartebeesthoek94 and WGS 84 are equivalent within the accuracy of the transformation.,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",OGP,1996/10/18,,1,0
+1130,Carthage to WGS 84 (1),transformation,4223,4326,DMA-Tun,1,1236,"For military purposes. Accuracy 6m, 9m and 8m in X, Y and Z axes.",14,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1131,Chua to WGS 84 (1),transformation,4224,4326,DMA-Pry,1,1188,"For military purposes. Accuracy 6m, 9m and 5m in X, Y and Z axes.",12,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2006/10/13,2005.200 2005.210 2005.840 2006.490 2006.890,1,0
+1132,Corrego Alegre to WGS 84 (1),transformation,4225,4326,DMA-Bra,1,1293,"For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.",8,9603,,,Derived at 17 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/12/30,2005.200 2005.841,1,0
+1133,ED50 to WGS 84 (1),transformation,4230,4326,DMA-mean,1,2420,"For military purposes. Accepted for minerals management in Germany. Accuracy 3m, 8m and 5m in X, Y and Z axes.",10,9603,,,Derived at 85 stations. In Germany will be accepted by LBA for minerals management purposes as alternative to tfm 1052 or 1998.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2006/03/16,2004.630 2005.200 2005.471,1,0
+1134,ED50 to WGS 84 (2),transformation,4230,4326,DMA-cenEur,2,2421,For military purposes only. Accuracy 3m each axis.,6,9603,,,Derived at 52 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1135,ED50 to WGS 84 (3),transformation,4230,4326,DMA-midEast,3,2345,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1136,ED50 to WGS 84 (4),transformation,4230,4326,DMA-Cyp,4,1078,For military purposes only. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1137,ED50 to WGS 84 (5),transformation,4230,4326,DMA-Egy,5,1086,"For military purposes. Accuracy 6m, 8m and 8m in X, Y and Z axes.",13,9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1138,ED50 to WGS 84 (6),transformation,4230,4326,DMA-Irl Gbr,6,2343,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 40 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1139,ED50 to WGS 84 (7),transformation,4230,4326,DMA-Fin Nor,7,2344,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 20 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1140,ED50 to WGS 84 (8),transformation,4230,4326,DMA-Grc,8,1106,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1141,ED50(ED77) to WGS 84 (2),transformation,4154,4326,DMA-Irn,2,1123,"For military purposes. Accuracy 9m, 12m and 11m in X, Y and Z axes.",19,9603,,,Given by DMA as from ED50. OGP interpret that as ED50(ED77) in Iran. Derived at 27 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2000.060 2005.200,1,0
+1142,ED50 to WGS 84 (10),transformation,4230,4326,DMA-Ita Sard,10,2339,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1143,ED50 to WGS 84 (11),transformation,4230,4326,DMA-Ita Sic,11,2340,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1144,ED50 to WGS 84 (12),transformation,4230,4326,DMA-Mlt,12,1154,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1145,ED50 to WGS 84 (13),transformation,4230,4326,DMA-Prt Esp,13,2338,"For military purposes only. Accuracy 5m, 6m and 3m in X, Y and Z axes.",9,9603,,,Derived at 18 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1146,ED87 to WGS 84 (1),transformation,4231,4326,5Nat-NSea-90,1,2330,?,0.8,9606,,,,"Norwegian Mapping Authority publication 1990:1 and note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge""",OGP,1997/04/11,1997.030 1997.040,1,0
+1147,ED50 to ED87 (2),transformation,4230,4231,NMA-Nor N65,2,2331,Geodetic purposes.,1,9606,,,,"Norwegian Mapping Authority note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge""",OGP,1997/04/11,1997.040,1,0
+1148,Egypt 1907 to WGS 84 (1),transformation,4229,4326,DMA-Egy,1,1086,"For military purposes. Accuracy 3m, 6m and 8m in X, Y and Z axes.",11,9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1149,ETRS89 to WGS 84 (1),transformation,4258,4326,EPSG-eur,1,1298,ETRS89 is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,OGP,OGP,2000/10/19,1997.240 2000.720,1,0
+1150,GDA94 to WGS 84 (1),transformation,4283,4326,EPSG-Aus,1,2575,GDA94 is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,OGP,OGP,1996/10/18,,1,0
+1151,NZGD49 to WGS 84 (1),transformation,4272,4326,DMA-Nzl,1,3285,"For military purposes only. Accuracy 5m, 3m and 5m in X, Y and Z axes.",8,9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2008/04/04,2005.200 2008.023,1,0
+1152,Hu Tzu Shan to WGS 84 (1),transformation,4236,4326,DMA-Twn,1,1228,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1153,Indian 1954 to WGS 84 (1),transformation,4239,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 15m, 6m and 12m in X, Y and Z axes.",21,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1997/04/11,1997.060,1,0
+1154,Indian 1975 to WGS 84 (1),transformation,4240,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Replaced by Indian 1975 to WGS 84 (2) (code 1304).,U.S. Defense Mapping Agency TR8350.2 second edition September 1991,OGP,2007/03/22,2007.043,1,0
+1155,Kalianpur 1937 to WGS 84 (1),transformation,4144,4326,DMA-Bgd,1,1041,"For military purposes. Accuracy 10m, 8m and 12m in X, Y and Z axes.",18,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,2005/05/27,1997.232 2005.210,1,0
+1156,Kalianpur 1975 to WGS 84 (1),transformation,4146,4326,DMA-Ind Npl,1,2411,"For military purposes. Accuracy 12m, 10m and 15m in X, Y and Z axes.",22,9603,,,Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,2005/05/27,1997.232 2005.210,1,0
+1157,Kandawala to WGS 84 (1),transformation,4244,4326,DMA-Lka,1,1218,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1158,Kertau 1968 to WGS 84 (1),transformation,4245,4326,DMA-Mys Sgp,1,1309,"For military purposes. Accuracy 10m, 8m and 6m in X, Y and Z axes.",15,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2007/01/04,2005.200 2006.251 2006.890,1,0
+1159,Leigon to WGS 84 (1),transformation,4250,4326,DMA-Gha,1,1104,"For military purposes. Accuracy 2m, 3m and 2m in X, Y and Z axes.",5,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1160,Liberia 1964 to WGS 84 (1),transformation,4251,4326,DMA-Lbr,1,1142,For military purposes only. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1161,Luzon 1911 to WGS 84 (1),transformation,4253,4326,DMA-Phl N,1,2364,"For military purposes. Accuracy 8m, 11m and 9m in X, Y and Z axes.",17,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1162,Luzon 1911 to WGS 84 (2),transformation,4253,4326,DMA-Phl Min,2,2365,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1163,M'poraloko to WGS 84 (1),transformation,4266,4326,DMA-Gab,1,1100,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1164,Mahe 1971 to WGS 84 (1),transformation,4256,4326,DMA-Syc,1,2369,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1165,Massawa to WGS 84 (1),transformation,4262,4326,DMA-Eth,1,1089,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1166,Merchich to WGS 84 (1),transformation,4261,4326,DMA-Mar,1,1166,"For military purposes. Accuracy 5m, 3m and 3m in X, Y and Z axes.",7,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1167,Minna to WGS 84 (1),transformation,4263,4326,DMA-Cmr,1,3226,For military purposes only. Accuracy 25m in each axis.,44,9603,,,"Derived at 2 stations. Note: Minna is used in Nigeria, not Cameroon.",U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1168,Minna to WGS 84 (2),transformation,4263,4326,DMA-Nga,2,1178,"For military purposes. Accuracy 3m, 6m and 5m in X, Y and Z axes.",9,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1169,Monte Mario to WGS 84 (1),transformation,4265,4326,DMA-Ita Sar,1,2339,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2004.080 2005.200,1,0
+1170,NAD27 to WGS 84 (1),transformation,4267,4326,DMA-Carib,1,2418,"For military purposes. Accuracy 3m, 9m and 12m in X, Y and Z axes.",16,9603,,,Derived at 15 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1171,NAD27 to WGS 84 (2),transformation,4267,4326,DMA-Cen Am,2,2419,"For military purposes only. Accuracy 8m, 3m and 5m in X, Y and Z axes.",10,9603,,,Derived at 19 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1172,NAD27 to WGS 84 (3),transformation,4267,4326,DMA-Can,3,1061,"For military purposes only. Accuracy 15m, 11m and 6m in X, Y and Z axes.",20,9603,,,Derived at 112 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1173,NAD27 to WGS 84 (4),transformation,4267,4326,DMA-Conus,4,1323,"For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.",10,9603,,,Derived at 405 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1174,NAD27 to WGS 84 (5),transformation,4267,4326,DMA-ConusE,5,2389,"For military purposes only. Accuracy 5m, 5m and 8m in X, Y and Z axes.",11,9603,,,Derived at 129 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1175,NAD27 to WGS 84 (6),transformation,4267,4326,DMA-ConusW,6,2390,"For military purposes only. Accuracy 5m, 3m and 3m in X, Y and Z axes.",7,9603,,,Derived at 276 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1176,NAD27 to WGS 84 (7),transformation,4267,4326,DMA-USA AK,7,2412,"For military purposes only. Accuracy 5m, 9m and 5m in X, Y and Z axes.",12,9603,,,Derived at 47 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1177,NAD27 to WGS 84 (8),transformation,4267,4326,DMA-Bha xSalv,8,2413,"For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.",8,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1178,NAD27 to WGS 84 (9),transformation,4267,4326,DMA-Bha Salv,9,2414,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1179,NAD27 to WGS 84 (10),transformation,4267,4326,DMA-Can AB BC,10,2384,"For military purposes only. Accuracy 8m, 8m and 6m in X, Y and Z axes.",13,9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1180,NAD27 to WGS 84 (11),transformation,4267,4326,DMA-Can MN ON,11,2415,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",12,9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1181,NAD27 to WGS 84 (12),transformation,4267,4326,DMA-Can E,12,2416,"For military purposes only. Accuracy 6m, 6m and 3m in X, Y and Z axes.",9,9603,,,Derived at 37 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1182,NAD27 to WGS 84 (13),transformation,4267,4326,DMA-Can NWT,13,2410,"For military purposes only. Accuracy 5m, 5m and 3m in X, Y and Z axes.",8,9603,,,Derived at 17 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1183,NAD27 to WGS 84 (14),transformation,4267,4326,DMA-Can Yuk,14,2417,"For military purposes only. Accuracy 5m, 8m and 3m in X, Y and Z axes.",10,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1184,NAD27 to WGS 84 (15),transformation,4267,4326,DMA-Pan,15,2385,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1185,NAD27 to WGS 84 (16),transformation,4267,4326,DMA-Cuba,16,1077,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1186,NAD27 to WGS 84 (17),transformation,4267,4326,DMA-Grl,17,2386,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations. Note: NAD27 is not used in Greenland.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2006/07/21,2005.200 2006.466,1,0
+1187,NAD27 to WGS 84 (18),transformation,4267,4326,DMA-Mex,18,1160,"For military purposes only. Accuracy 8m, 6m and 6m in X, Y and Z axes.",12,9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1188,NAD83 to WGS 84 (1),transformation,4269,4326,DMA-N Am,1,1325,Accuracy 2m in each axis.,4,9603,,,Derived at 312 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,1997.060,1,0
+1189,Nahrwan 1967 to WGS 84 (1),transformation,4270,4326,DMA-Omn Mas,1,2391,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1190,Nahrwan 1967 to WGS 84 (2),transformation,4270,4326,DMA-Sau,2,1206,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1191,Nahrwan 1967 to WGS 84 (3),transformation,4270,4326,DMA-UAE,3,1243,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1192,Naparima 1972 to WGS 84 (1),transformation,4271,4326,DMA-Tto,1,1235,For military purposes only. Accuracy given by NIMA 15m in each axis. EPSG believes there is an 8-10m blunder in dX.,33,9603,,,CAUTION: OGP believes that these parameter values include a blunder and that if NIMA transformation parameters are to be used the 1987 version (EPSG code 1307) be used.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1998/06/30,1998.102,1,0
+1193,NTF to WGS 84 (1),transformation,4275,4326,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to ETRS89. See NTF to ETRS89 (1) (code 1651).,IGN technical report RT/G 14; January 1988.,OGP,2006/12/29,2006.992,1,0
+1194,MGI to WGS 84 (8),transformation,4312,4326,LBD-Aut Sty,8,1543,Provincial GIS and other applications to an accuracy of 0.5 metres.,0.5,9607,,,May be taken as approximate transformation MGI to ETRS89 assuming ETRS89 is equivalent to WGS 84 within the accuracy of the transformation - see tfm code 1024. Information source gives scale as -2.388739 ppm.,Amt der Steiermarkischen Landesregierung; GIS-STMK. www.gis.steiermark.at,OGP,2008/06/24,,1,0
+1195,OSGB 1936 to WGS 84 (1),transformation,4277,4326,DMA-Gbr,1,1264,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",21,9603,,,Derived at 38 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1196,OSGB 1936 to WGS 84 (2),transformation,4277,4326,DMA-Gbr Eng,2,2395,"For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.",10,9603,,,Derived at 24 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1197,OSGB 1936 to WGS 84 (3),transformation,4277,4326,DMA-Gbr E&W,3,2396,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",21,9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1198,OSGB 1936 to WGS 84 (4),transformation,4277,4326,DMA-Gbr Sco,4,2397,For military purposes only. Accuracy 10m in each axis.,18,9603,,,Derived at 13 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1199,OSGB 1936 to WGS 84 (5),transformation,4277,4326,DMA-Gbr Wal,5,2398,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1200,Pointe Noire to WGS 84 (1),transformation,4282,4326,DMA-Cog,1,1072,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1201,PSAD56 to WGS 84 (1),transformation,4248,4326,DMA-mean,1,2399,"For military purposes only. Accuracy 17m, 27m and 27m in X, Y and Z axes.",42,9603,,,Derived at 63 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1202,PSAD56 to WGS 84 (2),transformation,4248,4326,DMA-Bol,2,1049,"For military purposes only. Accuracy 5m, 11m and 14m in X, Y and Z axes.",19,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1203,PSAD56 to WGS 84 (3),transformation,4248,4326,DMA-Chl N,3,2402,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1204,PSAD56 to WGS 84 (4),transformation,4248,4326,DMA-Chl S,4,2403,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1205,PSAD56 to WGS 84 (5),transformation,4248,4326,DMA-Col,5,1070,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1206,PSAD56 to WGS 84 (6),transformation,4248,4326,DMA-Ecu,6,3241,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1207,PSAD56 to WGS 84 (7),transformation,4248,4326,DMA-Guy,7,1114,"For military purposes. Accuracy 6m, 14m and 5m in X, Y and Z axes.",17,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1208,PSAD56 to WGS 84 (8),transformation,4248,4326,DMA-Per,8,1189,"For military purposes only. Accuracy 6m, 8m and 12m in X, Y and Z axes.",16,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1209,PSAD56 to WGS 84 (9),transformation,4248,4326,DMA-Ven,9,1251,"For military purposes only. Accuracy 9m, 14m and 15m in X, Y and Z axes.",23,9603,,,Derived at 24 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1210,POSGAR 94 to WGS 84 (1),transformation,4694,4326,EPSG-Arg,1,1033,POSGAR 94 is a local realisation of WGS 84.,0.2,9603,,,,OGP,OGP,2008/06/24,,1,0
+1211,Qornoq to WGS 84 (1),transformation,4287,4326,DMA-Grl S,1,2407,"For military purposes. Accuracy 25m, 25m and 32m in X, Y and Z axes.",,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1212,SAD69 to WGS 84 (1),transformation,4291,4326,DMA-mean,1,1341,"For military purposes only. Accuracy 15m, 6m and 9m in X, Y and Z axes.",,9603,,,Derived at 84 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1213,SAD69 to WGS 84 (2),transformation,4291,4326,DMA-Arg,2,1033,For military purposes only. Accuracy 5m in each axis.,,9603,,,Derived at 10 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1214,SAD69 to WGS 84 (3),transformation,4291,4326,DMA-Bol,3,1049,For military purposes. Accuracy 15m in each axis.,,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1215,SAD69 to WGS 84 (4),transformation,4291,4326,DMA-Bra,4,1053,"For military purposes only. Accuracy 3m, 5m and 5m in X, Y and Z axes.",,9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1216,SAD69 to WGS 84 (5),transformation,4291,4326,DMA-Chile,5,1066,"For military purposes only. Accuracy 15m, 8m and 11m in X, Y and Z axes.",,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1217,SAD69 to WGS 84 (6),transformation,4291,4326,DMA-Col,6,1070,"For military purposes only. Accuracy 6m, 6m and 5m in X, Y and Z axes.",,9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1218,SAD69 to WGS 84 (7),transformation,4291,4326,DMA-Ecu,7,1085,For military purposes. Accuracy 3m in each axis.,,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1219,SAD69 to WGS 84 (8),transformation,4291,4326,DMA-Ecu Gal,8,2356,For military purposes. Accuracy 25m in each axis.,,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1220,SAD69 to WGS 84 (9),transformation,4291,4326,DMA-Guy,9,1114,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1221,SAD69 to WGS 84 (10),transformation,4291,4326,DMA-Pgy,10,1188,For military purposes. Accuracy 15m in each axis.,,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1222,SAD69 to WGS 84 (11),transformation,4291,4326,DMA-Peru,11,1189,For military purposes. Accuracy 5m in each axis.,,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1223,SAD69 to WGS 84 (12),transformation,4291,4326,DMA-Tto,12,1235,For military purposes only. Accuracy 25m in each axis.,,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1224,SAD69 to WGS 84 (13),transformation,4291,4326,DMA-Ven,13,1251,"For military purposes only. Accuracy 3m, 6m and 3m in X, Y and Z axes.",,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,1996/10/18,,1,1
+1225,Sapper Hill 1943 to WGS 84 (1),transformation,4292,4326,DMA-Flk E,1,2355,For military purposes. Accuracy 1m in each axis.,2,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1226,Schwarzeck to WGS 84 (1),transformation,4293,4326,DMA-Nam,1,1169,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1227,Tananarive to WGS 84 (1),transformation,4297,4326,DMA-Mdg,1,1149,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/27,2005.200 2005.210,1,0
+1228,Timbalai 1948 to WGS 84 (1),transformation,4298,4326,DMA-Borneo,1,1362,"For military purposes. Accuracy 10m, 10m and 12m in X, Y and Z axes.",19,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1229,TM65 to WGS 84 (1),transformation,4299,4326,DMA-Ire,1,1305,For military purposes only. Accuracy 3m in each axis.,,9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 December 1987.,OGP,1996/10/18,,1,1
+1230,Tokyo to WGS 84 (1),transformation,4301,4326,DMA-Jpn Kor,1,2409,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",29,9603,,,Derived at 31 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,1997.060,1,0
+1231,Tokyo to WGS 84 (2),transformation,4301,4326,DMA-Jpn,2,1129,"For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.",13,9603,,,Derived at 16 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1232,Tokyo to WGS 84 (3),transformation,4301,4326,DMA-Kor,3,1135,"For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.¶.",13,9603,,,Derived at 29 stations. Replaced by Tokyo to WGS 84 (5) (code 1305).,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,1997.060 2007.043,1,0
+1233,Tokyo to WGS 84 (4),transformation,4301,4326,DMA-Jpn Ok,4,2408,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",29,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1996/10/18,,1,0
+1234,Yacare to WGS 84 (1),transformation,4309,4326,DMA-Ury,1,1247,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1235,Zanderij to WGS 84 (1),transformation,4311,4326,DMA-Sur,1,1222,"For military purposes. Accuracy 5m, 5m and 8m in X, Y and Z axes.",11,9603,,,Derived at 5 stations.,OGP,OGP,2005/04/14,,1,0
+1236,AGD84 to WGS 84 (2),transformation,4203,4326,Auslig-Aus old,2,2575,Preliminary estimate.,5,9607,,,"""Higgins parameters"". Replaced by AGD84 to GDA94 (2) (code 1280) and AGD84 to WGS 84 (7) (code 1669).",Australian Surveying and Land Information Group - www.auslig.gov.au/geodesy,OGP,2007/03/22,2007.043,1,0
+1237,WGS 72 to WGS 84 (1),transformation,4322,4326,DMA1,1,1262,For scientific purposes.,2,9606,,,,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,1996/12/12,,1,0
+1238,WGS 72 to WGS 84 (2),transformation,4322,4326,DMA2,2,1262,For scientific purposes.,2,9606,,,,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,1996/12/12,,1,0
+1239,WGS 72BE to WGS 72 (1),transformation,4324,4322,DMA,1,1262,Geodesy.,2,9606,,,,,OGP,1996/12/12,,1,0
+1240,WGS 72BE to WGS 84 (1),transformation,4324,4326,DMA,1,2346,Geodesy.,2,9606,,,,,OGP,1996/12/12,,1,0
+1241,NAD27 to NAD83 (1),transformation,4267,4269,NGS-Usa Conus,1,2374,"Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.",0.15,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,US Coast & Geodetic Survey www.ngs.noaa.gov,OGP,2004/04/27,1998.201 1998.530 2000.140 2004.360,1,0
+1243,NAD27 to NAD83 (2),transformation,4267,4269,NGS-Usa AK,2,2373,"Accuracy at 67% confidence level is 0.5m onshore, 5m nearshore and undetermined farther offshore.",0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east. May be used as transformation to WGS 84 - see NAD27 to WGS 84 (85) (code 15864).,US Coast & Geodetic Survey www.ngs.noaa.gov,OGP,2006/12/26,1998.201 1998.530 2000.140 2004.360 2006.993,1,0
+1245,ED50 to WGS 84 (16),transformation,4230,4326,DMA-Tun,16,1236,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1998/04/16,1998.110,1,0
+1246,Herat North to WGS 84 (1),transformation,4255,4326,DMA-Afg,1,1024,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1997/04/11,,1,0
+1247,Kalianpur 1962 to WGS 84 (1),transformation,4145,4326,DMA-Pak,1,1184,For military purposes.,999,9603,,,Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. No accuracy estimate available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1999/10/20,1997.232 2005.210,1,0
+1248,ID74 to WGS 84 (1),transformation,4238,4326,DMA-Idn,1,1122,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,2006/08/25,2002.151 2006.810,1,0
+1249,NAD27 to WGS 84 (21),transformation,4267,4326,DMA-AK AluE,21,2387,"For military purposes only. Accuracy 6m, 8m and 10m in X, Y and Z axes.",15,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1997/04/11,,1,0
+1250,NAD27 to WGS 84 (22),transformation,4267,4326,DMA-AK AluW,22,2388,For military purposes. Accuracy 10m in each axis.,18,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1997/04/11,,1,0
+1251,NAD83 to WGS 84 (2),transformation,4269,4326,DMA-AK Alu,2,2157,"For military purposes only. Accuracy 5m, 2m and 5m in X, Y and Z axes.",8,9603,,,Derived at 42 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1997/04/11,,1,0
+1252,NAD83 to WGS 84 (3),transformation,4269,4326,DMA-USA Hi,3,1334,For military purposes only. Accuracy 2m in each axis.,4,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1997/04/11,,1,0
+1253,Nord Sahara 1959 to WGS 84 (1),transformation,4307,4326,DMA-Alg,1,1026,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1997/04/11,,1,0
+1254,Pulkovo 1942 to WGS 84 (1),transformation,4284,4326,DMA-Rus,1,1198,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1997/04/11,,1,0
+1255,Nord Sahara 1959 to WGS 84 (2),transformation,4307,4326,DMA-Dza N,2,1365,For military purposes only. Accuracy 25m in each axis.,44,9603,,,CAUTION: Source CRS described by DMA as from Voirol 1960. OGP believes that the data used in the derivation of these parameters contains a blunder. We recommend using transformation North Sahara 1959 to WGS84 (1) (code 1253). Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,2000/06/23,1998.150 2000.470,1,0
+1256,Fahud to WGS 84 (1),transformation,4232,4326,DMA-Omn,1,1183,"For military purposes. Accuracy 3m, 3m and 9m in X, Y and Z axes.",10,9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,2005/05/27,2005.210,1,0
+1258,Bogota 1975 (Bogota) to Bogota 1975 (Greenwich),transformation,4802,4218,IGAC-Col,1,1070,Change of prime meridian.,,9601,,,,OGP,OGP,1999/11/12,1999.790,1,1
+1259,Lisbon (Lisbon) to Lisbon (Greenwich),transformation,4803,4207,IGC-Prt,1,1294,Change of prime meridian.,,9601,,,,OGP,OGP,1999/11/12,1999.790,1,1
+1260,Makassar (Jakarta) to Makassar (1),transformation,4804,4257,EPSG-Idn Sulawesi,1,1316,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,1999.790 2006.890,1,0
+1261,MGI (Ferro) to MGI (Greenwich),transformation,4805,4312,BEV-Aut balk,1,1166,Change of prime meridian.,,9601,,,,OGP,OGP,1999/11/12,1999.790,1,1
+1262,Monte Mario (Rome) to Monte Mario (1),transformation,4806,4265,EPSG-Ita,1,1127,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,1998.370 1999.790 2006.890,1,0
+1263,Padang (Jakarta) to Padang (Greenwich),transformation,4808,4280,EPSG-Idn Sumatra,1,1355,Change of prime meridian.,,9601,,,,OGP,OGP,1999/11/12,1999.790,1,1
+1264,Belge 1950 (Brussels) to Belge 1950 (1),transformation,4809,4215,IGN-Bel,1,1347,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,1999.790 2006.890,1,0
+1265,Tananarive (Paris) to Tananarive (1),transformation,4810,4297,EPSG-Mdg,1,1149,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,1999.790 2006.890,1,0
+1266,Voirol 1875 (Paris) to Voirol 1875 (1),transformation,4811,4304,IGN-Dza,1,2347,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,1999.790 2006.890,1,0
+1268,Batavia (Jakarta) to Batavia (Greenwich),transformation,4813,4211,EPSG-Idn Java,1,1285,Change of prime meridian.,,9601,,,,OGP,OGP,1999/11/12,1999.790,1,1
+1269,RT38 (Stockholm) to RT38 (Greenwich),transformation,4814,4308,NLS-Swe,1,1225,Change of prime meridian.,,9601,,,,OGP,OGP,1999/11/12,1999.790,1,1
+1270,Greek (Athens) to Greek (Greenwich),transformation,4815,4120,NTU-Grc,1,1106,Change of prime meridian.,,9601,,,,Topography Department; National Technical University of Athens.,OGP,1999/11/12,1999.790,1,1
+1271,Schwarzeck to WGS 84 (2),transformation,4293,4326,SLI-Nam,2,1169,?,999,9603,,,Beware! Schwarzeck CRS uses German legal metres. Example: Schwarzeck Lat 19d 35m 46.952s S Long 20d 41m 50.649s E; X=5623409.40 Y=2124618.00 Z=-2125847.62 GLM; X=5623485.86 Y=2124646.89 Z=-2125876.53 m; WGS84 X=5624101.50 Y=2124748.97 Z=2126132.34 m.,Chief Directorate Surveys and Land Information; Mowbray; South Africa.,OGP,1997/11/13,1997.480,1,0
+1272,GGRS87 to WGS 84 (1),transformation,4121,4326,Hel-Grc,1,1106,For applications requiring 1m or better accuracy.,1,9603,,,,Geodesy Department; Public Petroleum Corporation of Greece.,OGP,1997/06/16,,1,0
+1273,HD72 to ETRS89 (1),transformation,4237,4258,ELTE-Hun,1,1119,?,,9607,,,May be taken as approximate transformation HD72 to WGS 84 - see code 1677.,http://lazarus.elte.hu/gb/geodez/geod5.htm,OGP,1997/11/13,1997.470,1,1
+1274,Pulkovo 1942 to LKS94 (1),transformation,4284,4669,HNIT-Ltu,1,1145,?,9,9607,,,May be taken as approximate transformation Pulkovo 1942 to WGS 84 - see code 1679.,HNIT-BALTIC GeoInfoServisas.,OGP,2006/05/08,2006.310,1,0
+1275,ED50 to WGS 84 (17),transformation,4230,4326,IGN-Fra,17,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to ETRS89. See ED50 to ETRS89 (10) (code 1650).,IGN technical report 14 (January 1988).,OGP,2006/12/29,1998.110 2006.992,1,0
+1276,NTF to ED50 (1),transformation,4275,4230,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report 7 (October 1981).,OGP,1997/11/13,,1,0
+1277,NTF to WGS 72 (1),transformation,4275,4322,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report 7 (October 1981).,OGP,1997/11/13,,1,0
+1278,AGD66 to GDA94 (1),transformation,4202,4283,Auslig-Aus 5m,1,2575,5m accuracy.,5,9603,,,Given to greater precision but no better accuracy at http://www.dehaa.sa.gov.au For higher accuracy requirements see various regional transformations. May be taken as approximate transformation AGD66 to WGS 84 - see code 15788. Derived at 162 stations.,GDA Technical Manual. http://www.icsm.gov.au/gda,OGP,2006/01/02,2005.860 2006.010,1,0
+1279,AGD84 to GDA94 (1),transformation,4203,4283,Auslig-Aus 5m,1,2575,5m accuracy.,5,9603,,,Given to greater precision but no better accuracy at http://www.dehaa.sa.gov.au For higher accuracy requirements see various regional transformations. May be taken as approximate transformation AGD84 to WGS 84 - see code 15789. Derived at 327 stations.,GDA Technical Manual. http://www.icsm.gov.au/gda,OGP,2006/01/02,2005.860 2006.010,1,0
+1280,AGD84 to GDA94 (2),transformation,4203,4283,Auslig-Aus 1m,2,2575,1m accuracy.,1,9607,,,Replaces AGD84 to WGS 84 (2) (code 1236). May be taken as approximate transformation AGD84 to WGS 84 - see code 1669.,GDA Technical Manual. http://www.icsm.gov.au/gda,OGP,2007/03/22,2006.010 2007.043,1,0
+1282,Samboja to WGS 84 (1),transformation,4125,4326,TOT-Idn Mah,1,1328,Oil exploration.,,9603,,,Datum shift derived through ITRF93.,Total Indonesia.,OGP,2000/03/07,2000.230,1,1
+1283,LKS94 to WGS 84 (1),transformation,4669,4326,HNIT-Ltu,1,1145,LKS94 is a realisation of ETRS89 coincident to WGS 84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,HNIT-BALTIC GeoInfoServisas.,OGP,2006/05/08,1998.130 2006.310,1,0
+1284,Arc 1960 to WGS 84 (2),transformation,4210,4326,NIMA-Ken,2,1132,"For military purposes. Accuracy 4m, 3m and 3m in X, Y and Z axes.",6,9603,,,Derived at 24 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,2005/05/21,2005.200,1,0
+1285,Arc 1960 to WGS 84 (3),transformation,4210,4326,NIMA-Tza,3,1230,"For military purposes. Accuracy 6m, 9m and 10m in X, Y and Z axes.",15,9603,,,Derived at 12 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,2005/05/21,2005.200,1,0
+1286,Segora to WGS 84 (1),transformation,4294,4326,NIMA-Idn Kal,1,2354,For military purposes.,,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,OGP,1998/03/12,,1,1
+1287,Pulkovo 1942 to WGS 84 (3),transformation,4284,4326,NIMA-Hun,3,1119,For military purposes. Accuracy 2m in each axis.,4,9603,,,Derived at 5 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,2005/05/27,1998.110 2005.200 2005.210,1,0
+1288,Pulkovo 1942 to WGS 84 (4),transformation,4284,4326,NIMA-Pol,4,1192,"For military purposes only. Accuracy 4m, 2m and 4m in X, Y and Z axes.",6,9603,,,Derived at 11 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,2005/05/27,1998.110 2005.200 2005.210,1,0
+1289,Pulkovo 1942 to WGS 84 (5),transformation,4284,4326,NIMA-Cze,5,1306,"For military purposes only. Accuracy 3m, 3m and 2m in X, Y and Z axes.",5,9603,,,Derived at 6 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,2007/11/01,1998.110 2005.200 2005.210 2007.080,1,0
+1290,Pulkovo 1942 to WGS 84 (6),transformation,4284,4326,NIMA-Lva,6,1139,For military purposes. Accuracy 2m in each axis.,4,9603,,,Derived at 5 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,2005/05/27,1998.110 2005.200 2005.210,1,0
+1291,Pulkovo 1942 to WGS 84 (7),transformation,4284,4326,NIMA-Kaz,7,1131,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,2005/05/27,1998.110 2005.200 2005.210,1,0
+1292,Pulkovo 1942 to WGS 84 (8),transformation,4284,4326,NIMA-Alb,8,1025,For military purposes. Accuracy 3m in each axis.,6,9603,,,Derived at 7 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,2005/05/21,1998.110 2005.200 2005.210,1,0
+1293,Pulkovo 1942 to WGS 84 (9),transformation,4284,4326,NIMA-Rom,9,1197,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 4 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,2005/05/27,1998.110 2005.200 2005.210,1,0
+1294,Voirol 1875 to WGS 84 (1),transformation,4304,4326,NIMA-Dza N,1,2347,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,1998/03/12,,1,0
+1296,Trinidad 1903 to WGS 84 (1),transformation,4302,4326,Amoco-Tto Trin,1,1339,Oil exploration.,2,9603,,,Derived in 1989 by ONI for Amoco.,Trinidad Ministry of Energy and Energy Industries.,OGP,1998/11/11,1998.380,1,0
+1297,Tete to Moznet (1),transformation,4127,4130,DNGC-Moz,1,1167,Residuals as high as 30 metres.,30,9607,,,Mean of 32 stations. To reduce the size of the residuals; four regional parameter sets (see codes 1298-1301) were developed. May be taken as approximate transformation Tete to WGS 84 - see code 1683.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2007/03/22,2006.760 2007.043,1,0
+1298,Tete to Moznet (2),transformation,4127,4130,DNGC-Moz A,2,2350,Residuals are generally under 1 metre.,1,9607,,,Mean of 9 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1684.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2006/08/18,2006.760,1,0
+1299,Tete to Moznet (3),transformation,4127,4130,DNGC-Moz B,3,2351,Residuals are generally under 4 metres.,4,9607,,,Mean of 6 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1685.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2006/08/18,2006.760,1,0
+1300,Tete to Moznet (4),transformation,4127,4130,DNGC-Moz C,4,2352,Residuals are generally under 3 metres.,3,9607,,,Mean of 11 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1686.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2006/08/18,2006.760,1,0
+1301,Tete to Moznet (5),transformation,4127,4130,DNGC-Moz D,5,2353,Residuals are 5-10 metres.,10,9607,,,Mean of 7 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1687.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2006/08/18,2006.760,1,0
+1302,Moznet to WGS 84 (1),transformation,4130,4326,EPSG-Moz,1,1167,For many purposes Moznet can be considered to be coincident with WGS 84. Accuracy better than 1 metre.,1,9607,,,,OGP,OGP,1998/04/16,,1,0
+1303,Pulkovo 1942 to WGS 84 (10),transformation,4284,4326,KCS-Kaz Cas,10,2405,Residuals under 2 m.,2,9606,,,Mean of 13 stations along entire Kazak coastline.,KazakCaspiShelf consortium.,OGP,2000/02/02,2000.050,1,0
+1304,Indian 1975 to WGS 84 (2),transformation,4240,4326,NIMA-Tha,2,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Replaces Indian 1975 to WGS 84 (1) (code 1154).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,OGP,2007/03/22,2005.200 2005.460 2007.043,1,0
+1305,Tokyo to WGS 84 (5),transformation,4301,4326,NIMA-Kor,5,1135,For military purposes. Accuracy 2m in each axis.,4,9603,,,Derived at 29 stations. Replaces Tokyo to WGS 84 (3) (code 1232).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,OGP,2007/03/22,2005.200 2005.460 2007.043,1,0
+1306,MGI to WGS 84 (1),transformation,4312,4326,NIMA-balk,1,2370,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,OGP,2005/09/29,2005.200 2005.210 2005.460,1,0
+1307,Naparima 1972 to WGS 84 (3),transformation,4271,4326,NIMA-Tto Tob,3,1322,For military purposes only. Accuracy 15m in each axis.,26,9603,,,(1) See remarks for tfm code 1192. (2) Naparima 1972 is an extension to Tobago of the Napaima 1955 geographic CRS of Trindad. In Trinidad this transformation may also be considered to use Napaima 1955 (code 4158) as its source CRS: see tfm code 1556.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1308,NAD83 to WGS 84 (4),transformation,4269,4326,NGS-Usa ITRF94,4,1323,Historical record only - superseded - see remarks.,,9607,,,Strictly between NAD83 and ITRF94(1996.0). Superseded by NAD83 to WGS 84 (5) (code 1515).,US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html,OGP,1999/04/22,1999.120 1999.380,1,1
+1309,DHDN to ETRS89 (1),transformation,4314,4258,IfAG-Deu W,1,2326,For applications with an accuracy at 5 m level.,5,9607,,,Mean of 69 stations. May be taken as approximate tfm DHDN to WGS 84 (code 1673). Replaced by DHDN to ETRS89 (2) (tfm code 1776) and regional higher accuracy tfms. Note: these later tfms have been published using the Position Vector method.,Institute for Cartography and Geodesy; Leipzig.,OGP,2007/03/22,2000.720 2004.090 2005.180 2007.043,1,0
+1310,Pulkovo 1942 to ETRS89 (1),transformation,4284,4258,IfAG-Deu E,1,1343,Residuals under 2 m.,2,9607,,,Mean of 20 stations.,Institute for Cartography and Geodesy; Leipzig.,OGP,2000/10/19,2000.720,1,1
+1311,ED50 to WGS 84 (18),transformation,4230,4326,UKOOA-CO,18,2342,Recommended transformation for UKCS and IrishCS petroleum purposes.,1,9606,,,Based on ED50 to WGS72 (precise ephemeris) 6-nations agreement of 1981 to which precise to broadcast and broadcast to WGS 84 transformations have been concatenated.,The Hydrographic Journal; vol 52 page 50.,OGP,2006/10/13,2004.480 2006.890,1,0
+1312,NAD27 to NAD83 (3),transformation,4267,4269,GC-Can NT1,3,1061,Historic record only - now superseded - see remarks.,1,9614,,,Uses NTv1 method. Replaced in Quebec by code 1462 and elsewhere in 1997 by NTv2 (transformation code 1313). Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geomatics Canada - Geodetic Survey Division.,OGP,2007/03/22,1998.570 2000.140 2007.043,1,0
+1313,NAD27 to NAD83 (4),transformation,4267,4269,GC-Can NT2,4,1061,Accuracy 1-2 metres.,1.5,9615,,,Uses NTv2 data files. Replaces NTv1 (transformation code 1312) except in Quebec. Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and (code 4269) have longitudes positive east. May be used as tfm to WGS 84 - see code 1693.,http://www.geod.nrcan.gc.ca/products/html-public/GSDapps/English/NTv2_Fact_Sheet.html,OGP,2006/12/29,1998.570 2000.140 2006.993,1,0
+1314,OSGB 1936 to WGS 84 (6),transformation,4277,4326,UKOOA-Pet,6,2394,Oil exploration. Accuracy better than 4m and generally better than 2m.,2,9606,,,For a more accurate transformation see OSGB 1936 / British National Grid to ETRS89 (2) (code 1039): contact the Ordnance Survey of Great Britain (http://www.gps.gov.uk/gpssurveying.asp) for details.,UK Offshore Operators Association. Also at EuroGeographics at http://crs.bkg.bund.de/crs-eu,OGP,2005/05/27,2002.620 2005.180,1,0
+1315,OSGB 1936 to ED50 (UKOOA),transformation,4277,4230,UKOOA-UKCS,1,2394,For oil exploration. Accuracy better than 4m and generally better than 2m.,2,9606,,,This transformation is concatenated from OSGB36 to WGS 84 (Petroleum) (code 1314) minus ED50 to WGS 84 (Common Offshore) (code 1311).,UK Offshore Operators Association.,OGP,1998/11/11,,1,0
+1316,Manoca to WGS 84 (1),transformation,4260,4326,SCS-Cmr,1,1060,?,999,9603,,,,Stolt Comex Seaway and Geoid for Elf.,OGP,1998/11/11,,1,1
+1317,Camacupa to WGS 72BE (1),transformation,4220,4324,GSI-Ago,1,1604,Oil exploration.,10,9603,,,Derived by Geophysical Services Inc. in 1979 from mean of Transit results at 7 stations.,OGP,OGP,1998/11/11,,1,0
+1318,Camacupa to WGS 84 (1),transformation,4220,4326,CON-Ago B5,1,2316,Used for oil exploration by Conoco.,10,9603,,,,OGP,OGP,1998/11/11,,1,0
+1319,Camacupa to WGS 84 (2),transformation,4220,4326,TEX-Ago B2,2,2317,Used for oil exploration by Texaco.,25,9603,,,,OGP,OGP,1998/11/11,,1,0
+1320,Camacupa to WGS 84 (3),transformation,4220,4326,SHL-Ago old,3,2321,Oil exploration prior to 1994.,10,9606,,,Replaced by Camacupa to WGS 84 (9). Used by Shell prior to 1994.,OGP,OGP,2007/03/22,1998.560 2007.043,1,0
+1321,Camacupa to WGS 84 (4),transformation,4220,4326,GSI-Ago,4,2320,Oil exploration.,10,9603,,,"Derived as mean of 123 Transit passes at station Cabo Ledo NE base in November 1990. Used by Elf for block 7 up to December 1992 then replaced by Camacupa to WGS 84 (7). Used by Total in block 8, ExxonMobil block 24, Western Geophysical for spec. data.",OGP,OGP,2007/03/22,2000.160 2007.043,1,0
+1322,Camacupa to WGS 84 (5),transformation,4220,4326,ELF-Ago B3 old,5,2318,Oil exploration.,3,9603,,,Derived at station Djeno during coordination of platform PAL F2 in February 1992. Used by Elf for block 3 up to December 1992 then replaced by Camacupa to WGS 84 (7).,OGP,OGP,2007/03/22,2007.043,1,0
+1323,Camacupa to WGS 84 (6),transformation,4220,4326,ELF-Ago B7 old,6,2319,Used for oil exploration by Elf for 1993 block 7 shallow water survey.,8,9603,,,Derived at Luanda observatory December 1992.,OGP,OGP,1998/11/11,,1,0
+1324,Camacupa to WGS 84 (7),transformation,4220,4326,ELF-Ago B15,7,2322,"Used for oil exploration by Elf for blocks 3, 7 and 17 between December 1992 and 1994 then superseded by Camacupa to WGS 84 (10). Used by Exxon for block 15 since 1993.",3,9603,,,Derived at platform PAL F2 in December 1992.,OGP,OGP,2007/03/22,2007.043,1,0
+1325,Camacupa to WGS 84 (8),transformation,4220,4326,ELF-Ago B2 old,8,2317,Oil exploration between December 1992 and 1994.,3,9603,,,Derived at platform PAL F2 in December 1992. Used by Total for block 2 between December 1992 and 1994 then replaced by Camacupa to WGS 84 (10).,OGP,OGP,2007/03/22,2007.043,1,0
+1326,Camacupa to WGS 84 (9),transformation,4220,4326,SHL-Ago B16,9,2323,Used by Shell since 1994.,10,9606,,,Derived by GPS on two Topnav DGPS reference stations at Djeno and Luanda. Replaces Camacupa to WGS 84 (3). In block 18 replaced by BP from 1999 by Camacupa to WGS 84 (10).,OGP,OGP,2007/07/19,1998.560 2007.043 2007.066,1,0
+1327,Camacupa to WGS 84 (10),transformation,4220,4326,ELF-Ago N,10,2324,Used for oil exploration by Elf in blocks 3 and 17 since 1994. Used by Total in block 2 since 1994. Adopted by BP-Amoco Elf and Exxon for blocks 18 and 31-33 in 1999.,5,9603,,,Derived at platform PAL F2 in 1994 by Topnav using Doris.,OGP,OGP,2007/07/19,2007.066,1,0
+1328,Malongo 1987 to Mhast (1),transformation,4259,4264,CHV-Ago Cab,1,1317,Used for oil exploration.,0,9603,,,Malongo 1987 is an offshore extension of Mhast adopted by Chevron in 1987.,OGP,OGP,1998/11/11,,1,1
+1329,Mhast to WGS 84 (1),transformation,4264,4326,CHV-Ago Cab,1,1317,"Used for oil exploration by Chevron until superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557.",10,9603,,,"Superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557. Malongo 1987 is an offshore extension of the Mhast cooordinate system.",Chevron.,OGP,1998/11/11,,1,1
+1330,Malongo 1987 to WGS 84 (1),transformation,4259,4326,CHV-Ago Cab89,1,3180,Offshore oil exploration and production between April 1989 and June 1990.,10,9603,,,Derived at Station Y in April 1989 using 572 transit satellite passes. Computed value for dZ was -96.42 but -96.38 has been utilised. Replaced Malongo 1987 to WGS 84 (3) (code 15791) in 1989. Replaced by Malongo 1987 to WGS 84 (2) (code 1557) in 1990.,Chevron.,OGP,2007/03/22,2007.043,1,0
+1331,EST92 to ETRS89 (1),transformation,4133,4258,UT-Est,1,1090,?,0.1,9607,,,,http://www.geo.ut.ee/,OGP,2005/09/29,2000.720 2005.460,1,0
+1332,Pulkovo 1942 to EST92 (1),transformation,4284,4133,UT-Est,1,1090,?,9,9607,,,,http://www.geo.ut.ee/,OGP,2005/09/29,2005.460,1,0
+1333,EST92 to WGS 84 (1),transformation,4133,4326,UT-Est,1,1090,?,0.5,9607,,,,http://www.geo.ut.ee/,OGP,2005/09/29,2005.460,1,0
+1334,Pulkovo 1942 to WGS 84 (12),transformation,4284,4326,UT-Est,12,1090,?,9,9607,,,,http://www.geo.ut.ee/,OGP,2005/09/29,2005.460,1,0
+1335,Tokyo to WGS 84 (6),transformation,4301,4326,GSI-Jpn 452141,6,2425,For medium accuracy.,2,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2005/09/29,2005.460,1,1
+1336,Tokyo + JSLD to WGS 84 (7),transformation,7414,4326,GSI-Jpn 452142,7,2426,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1337,Tokyo + JSLD to WGS 84 (8),transformation,7414,4326,GSI-Jpn 444141,8,2427,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1338,Tokyo + JSLD to WGS 84 (9),transformation,7414,4326,GSI-Jpn 444142,9,2428,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1339,Tokyo + JSLD to WGS 84 (10),transformation,7414,4326,GSI-Jpn 440141,10,2429,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1340,Tokyo + JSLD to WGS 84 (11),transformation,7414,4326,GSI-Jpn 440142,11,2430,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1341,Tokyo + JSLD to WGS 84 (12),transformation,7414,4326,GSI-Jpn 440143,12,2431,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1342,Tokyo + JSLD to WGS 84 (13),transformation,7414,4326,GSI-Jpn 440144,13,2432,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1343,Tokyo + JSLD to WGS 84 (14),transformation,7414,4326,GSI-Jpn 432141,14,2433,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1344,Tokyo + JSLD to WGS 84 (15),transformation,7414,4326,GSI-Jpn 432142,15,2434,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1345,Tokyo + JSLD to WGS 84 (16),transformation,7414,4326,GSI-Jpn 432143,16,2435,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1346,Tokyo + JSLD to WGS 84 (17),transformation,7414,4326,GSI-Jpn 432144,17,2436,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1347,Tokyo + JSLD to WGS 84 (18),transformation,7414,4326,GSI-Jpn 432145,18,2437,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1348,Tokyo + JSLD to WGS 84 (19),transformation,7414,4326,GSI-Jpn 424140,19,2438,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1349,Tokyo + JSLD to WGS 84 (20),transformation,7414,4326,GSI-Jpn 424141,20,2439,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,1999.770 2002.080 2004.380,1,1
+1350,Tokyo + JSLD to WGS 84 (21),transformation,7414,4326,GSI-Jpn 424142,21,2440,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1351,Tokyo + JSLD to WGS 84 (22),transformation,7414,4326,GSI-Jpn 424143,22,2441,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1352,Tokyo + JSLD to WGS 84 (23),transformation,7414,4326,GSI-Jpn 424144,23,2442,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1353,Tokyo + JSLD to WGS 84 (24),transformation,7414,4326,GSI-Jpn 424145,24,2443,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1354,Tokyo + JSLD to WGS 84 (25),transformation,7414,4326,GSI-Jpn 420139,25,2444,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1355,Tokyo + JSLD to WGS 84 (26),transformation,7414,4326,GSI-Jpn 420140,26,2445,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1356,Tokyo + JSLD to WGS 84 (27),transformation,7414,4326,GSI-Jpn 420141,27,2446,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1357,Tokyo + JSLD to WGS 84 (28),transformation,7414,4326,GSI-Jpn 420142,28,2447,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1358,Tokyo + JSLD to WGS 84 (29),transformation,7414,4326,GSI-Jpn 420143,29,2448,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1359,Tokyo + JSLD to WGS 84 (30),transformation,7414,4326,GSI-Jpn 412140,30,2449,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1360,Tokyo + JSLD to WGS 84 (31),transformation,7414,4326,GSI-Jpn 412141,31,2450,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1361,Tokyo + JSLD to WGS 84 (32),transformation,7414,4326,GSI-Jpn 404140,32,2451,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1362,Tokyo + JSLD to WGS 84 (33),transformation,7414,4326,GSI-Jpn 404141,33,2452,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1363,Tokyo + JSLD to WGS 84 (34),transformation,7414,4326,GSI-Jpn 400139,34,2453,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1364,Tokyo + JSLD to WGS 84 (35),transformation,7414,4326,GSI-Jpn 400140,35,2454,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1365,Tokyo + JSLD to WGS 84 (36),transformation,7414,4326,GSI-Jpn 400141,36,2455,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1366,Tokyo + JSLD to WGS 84 (37),transformation,7414,4326,GSI-Jpn 392139,37,2456,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1367,Tokyo + JSLD to WGS 84 (38),transformation,7414,4326,GSI-Jpn 392140,38,2457,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1368,Tokyo + JSLD to WGS 84 (39),transformation,7414,4326,GSI-Jpn 392141,39,2458,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1369,Tokyo + JSLD to WGS 84 (40),transformation,7414,4326,GSI-Jpn 384139,40,2459,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1370,Tokyo + JSLD to WGS 84 (41),transformation,7414,4326,GSI-Jpn 384140,41,2460,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1371,Tokyo + JSLD to WGS 84 (42),transformation,7414,4326,GSI-Jpn 384141,42,2461,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1372,Tokyo + JSLD to WGS 84 (43),transformation,7414,4326,GSI-Jpn 380139,43,2462,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1373,Tokyo + JSLD to WGS 84 (44),transformation,7414,4326,GSI-Jpn 380140,44,2463,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1374,Tokyo + JSLD to WGS 84 (45),transformation,7414,4326,GSI-Jpn 380141,45,2464,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1375,Tokyo + JSLD to WGS 84 (46),transformation,7414,4326,GSI-Jpn 372136,46,2465,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1376,Tokyo + JSLD to WGS 84 (47),transformation,7414,4326,GSI-Jpn 372137,47,2466,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1377,Tokyo + JSLD to WGS 84 (48),transformation,7414,4326,GSI-Jpn 372138,48,2467,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1378,Tokyo + JSLD to WGS 84 (49),transformation,7414,4326,GSI-Jpn 372139,49,2468,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1379,Tokyo + JSLD to WGS 84 (50),transformation,7414,4326,GSI-Jpn 372140,50,2469,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1380,Tokyo + JSLD to WGS 84 (51),transformation,7414,4326,GSI-Jpn 372141,51,2470,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1381,Tokyo + JSLD to WGS 84 (52),transformation,7414,4326,GSI-Jpn 364136,52,2471,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1382,Tokyo + JSLD to WGS 84 (53),transformation,7414,4326,GSI-Jpn 364137,53,2472,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1383,Tokyo + JSLD to WGS 84 (54),transformation,7414,4326,GSI-Jpn 364138,54,2473,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1384,Tokyo + JSLD to WGS 84 (55),transformation,7414,4326,GSI-Jpn 364139,55,2474,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1385,Tokyo + JSLD to WGS 84 (56),transformation,7414,4326,GSI-Jpn 364140,56,2475,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1386,Tokyo + JSLD to WGS 84 (57),transformation,7414,4326,GSI-Jpn 360136,57,2476,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1387,Tokyo + JSLD to WGS 84 (58),transformation,7414,4326,GSI-Jpn 360137,58,2477,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1388,Tokyo + JSLD to WGS 84 (59),transformation,7414,4326,GSI-Jpn 360138,59,2478,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1389,Tokyo + JSLD to WGS 84 (60),transformation,7414,4326,GSI-Jpn 360139,60,2479,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1390,Tokyo + JSLD to WGS 84 (61),transformation,7414,4326,GSI-Jpn 360140,61,2480,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1391,Tokyo + JSLD to WGS 84 (62),transformation,7414,4326,GSI-Jpn 352132,62,2481,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1392,Tokyo + JSLD to WGS 84 (63),transformation,7414,4979,GSI-Jpn 352133,63,2482,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1393,Tokyo + JSLD to WGS 84 (64),transformation,7414,4326,GSI-Jpn 352134,64,2483,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1394,Tokyo + JSLD to WGS 84 (65),transformation,7414,4326,GSI-Jpn 352135,65,2484,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1395,Tokyo + JSLD to WGS 84 (66),transformation,7414,4326,GSI-Jpn 352136,66,2485,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1396,Tokyo + JSLD to WGS 84 (67),transformation,7414,4326,GSI-Jpn 352137,67,2486,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1397,Tokyo + JSLD to WGS 84 (68),transformation,7414,4326,GSI-Jpn 352138,68,2487,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1398,Tokyo + JSLD to WGS 84 (69),transformation,7414,4326,GSI-Jpn 352139,69,2488,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1399,Tokyo + JSLD to WGS 84 (70),transformation,7414,4326,GSI-Jpn 352140,70,2489,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1400,Tokyo + JSLD to WGS 84 (71),transformation,7414,4326,GSI-Jpn 344132,71,2490,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1401,Tokyo + JSLD to WGS 84 (72),transformation,7414,4326,GSI-Jpn 344133,72,2491,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1402,Tokyo + JSLD to WGS 84 (73),transformation,7414,4326,GSI-Jpn 344134,73,2492,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1403,Tokyo + JSLD to WGS 84 (74),transformation,7414,4326,GSI-Jpn 344135,74,2493,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1404,Tokyo + JSLD to WGS 84 (75),transformation,7414,4326,GSI-Jpn 344136,75,2494,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1405,Tokyo + JSLD to WGS 84 (76),transformation,7414,4326,GSI-Jpn 344137,76,2495,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1406,Tokyo + JSLD to WGS 84 (77),transformation,7414,4326,GSI-Jpn 344138,77,2496,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1407,Tokyo + JSLD to WGS 84 (78),transformation,7414,4326,GSI-Jpn 344139,78,2497,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1408,Tokyo + JSLD to WGS 84 (79),transformation,7414,4326,GSI-Jpn 344140,79,2498,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1409,Tokyo + JSLD to WGS 84 (80),transformation,7414,4326,GSI-Jpn 340130,80,2499,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1410,Tokyo + JSLD to WGS 84 (81),transformation,7414,4326,GSI-Jpn 340131,81,2500,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1411,Tokyo + JSLD to WGS 84 (82),transformation,7414,4326,GSI-Jpn 340132,82,2501,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1412,Tokyo + JSLD to WGS 84 (83),transformation,7414,4326,GSI-Jpn 340133,83,2502,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1413,Tokyo + JSLD to WGS 84 (84),transformation,7414,4326,GSI-Jpn 340134,84,2503,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1414,Tokyo + JSLD to WGS 84 (85),transformation,7414,4326,GSI-Jpn 340135,85,2504,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1415,Tokyo + JSLD to WGS 84 (86),transformation,7414,4326,GSI-Jpn 340136,86,2505,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1416,Tokyo + JSLD to WGS 84 (87),transformation,7414,4326,GSI-Jpn 340137,87,2506,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1417,Tokyo + JSLD to WGS 84 (88),transformation,7414,4326,GSI-Jpn 340138,88,2507,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1418,Tokyo + JSLD to WGS 84 (89),transformation,7414,4326,GSI-Jpn 332129,89,2508,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1419,Tokyo + JSLD to WGS 84 (90),transformation,7414,4326,GSI-Jpn 332130,90,2509,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1420,Tokyo + JSLD to WGS 84 (91),transformation,7414,4326,GSI-Jpn 332131,91,2510,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1421,Tokyo + JSLD to WGS 84 (92),transformation,7414,4326,GSI-Jpn 332132,92,2511,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1422,Tokyo + JSLD to WGS 84 (93),transformation,7414,4326,GSI-Jpn 332133,93,2512,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1423,Tokyo + JSLD to WGS 84 (94),transformation,7414,4326,GSI-Jpn 332134,94,2513,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1424,Tokyo + JSLD to WGS 84 (95),transformation,7414,4326,GSI-Jpn 332135,95,2514,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1425,Tokyo + JSLD to WGS 84 (96),transformation,7414,4326,GSI-Jpn 332136,96,2515,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1426,Tokyo + JSLD to WGS 84 (97),transformation,7414,4326,GSI-Jpn 324129,97,2516,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1427,Tokyo + JSLD to WGS 84 (98),transformation,7414,4326,GSI-Jpn 324130,98,2517,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1428,Tokyo + JSLD to WGS 84 (99),transformation,7414,4326,GSI-Jpn 324131,99,2518,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1429,Tokyo + JSLD to WGS 84 (100),transformation,7414,4326,GSI-Jpn 324132,100,2519,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1430,Tokyo + JSLD to WGS 84 (101),transformation,7414,4326,GSI-Jpn 324133,101,2520,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1431,Tokyo + JSLD to WGS 84 (102),transformation,7414,4326,GSI-Jpn 324134,102,2521,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1432,Tokyo + JSLD to WGS 84 (103),transformation,7414,4326,GSI-Jpn 320130,103,2522,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1433,Tokyo + JSLD to WGS 84 (104),transformation,7414,4326,GSI-Jpn 320131,104,2523,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1434,Tokyo + JSLD to WGS 84 (105),transformation,7414,4326,GSI-Jpn 320132,105,2524,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1435,Tokyo + JSLD to WGS 84 (106),transformation,7414,4326,GSI-Jpn 312130,106,2525,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1436,Tokyo + JSLD to WGS 84 (107),transformation,7414,4326,GSI-Jpn 312131,107,2526,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2002.080 2004.380,1,1
+1437,RT90 to ETRS89 (1),transformation,4124,4258,NLS-Swe,1,1225,Accuracy 0.5m.,0.5,9607,,,Derived at 22 points in 1993. Replaced by RT90 to SWEREF99 (1) (code 1895) from 2001.¶This transformation is actually between ETRS89 and RR92. RR92 is a geographic 3D CRS where the horizontal component is RT90.,National Land Survey of Sweden.,OGP,2007/03/22,1999.110 2000.720 2002.480 2007.043,1,0
+1438,Fahud to WGS 84 (2),transformation,4232,4326,PDO-Omn,2,1183,Oil exploration.,25,9606,,,,Petroleum Development Oman,OGP,1999/04/22,,1,0
+1439,PSD93 to WGS 84 (1),transformation,4134,4326,PDO-Omn 97,1,1183,Oil exploration. Residuals 0.5m at 67% probability level.,0.5,9606,,,Replaced PSD93 to WGS 84 (2) (code 8581) in 1997.,Petroleum Development Oman,OGP,2007/03/22,2000.280 2007.043,1,0
+1440,ED50 to WGS 84 (19),transformation,4230,4326,HEL-Grc,19,1106,Used in oil industry.,999,9603,,,,Geodesy Department; Hellenic Petroleum s.a.,OGP,1999/04/22,,1,0
+1441,Antigua 1943 to WGS 84 (1),transformation,4601,4326,DOS-Atg Ant,1,1273,?,10,9603,,,,Ordnance Survey of Great Britain,OGP,1999/04/22,,1,0
+1442,Dominica 1945 to WGS 84 (1),transformation,4602,4326,DOS-Dma,1,1082,?,10,9603,,,,Ordnance Survey of Great Britain,OGP,1999/04/22,,1,0
+1443,Grenada 1953 to WGS 84 (1),transformation,4603,4326,DOS-Grd,1,3118,?,10,9603,,,,Ordnance Survey of Great Britain,OGP,1999/04/22,,1,0
+1444,Montserrat 1958 to WGS 84 (1),transformation,4604,4326,DOS-Msr,1,1165,Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,NIMA TR8350.2 revision 2 via Ordnance Survey of Great Britain.,OGP,2007/01/04,2002.760 2006.020 2006.890,1,0
+1445,St. Kitts 1955 to WGS 84 (1),transformation,4605,4326,DOS-Kna,1,1200,?,10,9603,,,,Ordnance Survey of Great Britain,OGP,1999/04/22,,1,0
+1446,St. Lucia 1955 to WGS 84 (1),transformation,4606,4326,DOS-Lca,1,1201,?,10,9603,,,,Ordnance Survey of Great Britain,OGP,1999/04/22,,1,0
+1447,Anguilla 1957 to WGS 84 (1),transformation,4600,4326,DOS-Aia,1,1030,?,10,9619,,,,Ordnance Survey of Great Britain,OGP,1999/04/22,,1,0
+1450,ED50 to WGS 84 (20),transformation,4230,4326,NMA-Nor 6265W,20,2333,Oil exploration before 1997/2001.,0.5,9620,,,Valid 1991-1997. Replaced in 1997 by ED50 to WGS 84 (22) (code 1590) and in 2001 by ED50 to WGS 84 (23) (code 1612).,"Norwegian Mapping Authority note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge"".",OGP,2007/03/22,2000.140 2007.043,1,0
+1451,NAD27(CGQ77) to NAD83 (1),transformation,4609,4269,SGQ-Can QC NT1,1,1368,Historic record only - now superseded - see remarks.,1,9614,,,Replaced by NAD27(CGQ77) to NAD83 (2) (code 1575). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 (code 4609) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,OGP,2007/03/22,2000.140 2007.043,1,0
+1454,Old Hawaiian to NAD83 (1),transformation,4135,4269,NGS-Usa HI,1,1334,Accuracy at 67% confidence level is 0.2m.,0.2,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs Old Hawaiian (code 4135) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from Old Hawaiian Datum but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,OGP,2004/04/27,2000.140 2004.182 2004.360,1,0
+1455,St. Lawrence Island to NAD83 (1),transformation,4136,4269,NGS-Usa AK StL,1,1332,Accuracy 0.5m at 67% confidence level.,0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. Lawrence (code 4136) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. Lawrence Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,OGP,2004/04/27,2000.140 2004.360,1,0
+1456,St. Paul Island to NAD83 (1),transformation,4137,4269,NGS-Usa AK StP,1,1333,Accuracy 0.5m at 67% confidence level.,0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. Paul (code 4137) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. Paul Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,OGP,2004/04/27,2000.140 2004.360,1,0
+1457,St. George Island to NAD83 (1),transformation,4138,4269,NGS-Usa AK StG,1,1331,Accuracy 0.5m at 67% confidence level.,0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. George (code 4138) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. George Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,OGP,2004/04/27,2000.140 2004.360,1,0
+1458,AGD66 to GDA94 (2),transformation,4202,4283,Auslig-ACT 1m,2,2283,Recommended for mid-accuracy use in A.C.T. 1m accuracy.,1,9607,,,For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1665.,GDA Technical Manual. http://www.icsm.gov.au/gda,OGP,2006/01/02,2005.860 2006.010,1,0
+1459,AGD66 to GDA94 (3),transformation,4202,4283,Auslig-Tas 1m old,3,1282,1m accuracy.,1,9607,,,Replaced in 2000 by AGD66 to GDA94 (8) (code 1594). Differences are sub-metre.,GDA Technical Manual. http://www.icsm.gov.au/gda,OGP,2007/03/22,2000.680 2006.010 2007.043,1,0
+1460,AGD66 to GDA94 (4),transformation,4202,4283,Auslig-NSW Vic 1m,4,2286,Recommended for mid-accuracy use in NSW and Victoria. 1m accuracy.,1,9607,,,For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1666.,GDA Technical Manual. http://www.icsm.gov.au/gda,OGP,2006/01/02,2005.860 2006.010,1,0
+1461,Puerto Rico to NAD83 (1),transformation,4139,4269,NGS-PRVI,1,1335,Accuracy 0.05m at 67% confidence level.,0.05,9613,,,May be taken as approximate transformation Puerto Rico-WGS 84 - see code 15841.,US Coast & Geodetic Survey www.ngs.noaa.gov,OGP,2004/04/27,2000.140 2004.360,1,0
+1462,NAD27 to NAD83 (5),transformation,4267,4269,SGQ-Can QC NT1,5,1368,Historic record only - now superseded - see remarks.,1,9614,,,Densification for Quebec of code 1312. Replaced by NAD27 to NAD83 (6) (code 1573). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,OGP,2007/03/22,2000.140 2007.043,1,0
+1463,NAD27(76) to NAD83 (1),transformation,4608,4269,SGQ-Can Ont,1,1367,?,1,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(76) (code 4608) and NAD83 (code 4269) have longitudes positive east. May be taken as approximate transformation NAD27(76) to WGS 84 - see code 1690.,Geodetic Survey of Canada http://www.geod.nrcan.gc.ca/,OGP,2005/09/29,2000.140 2005.460,1,0
+1464,AGD66 to GDA94 (5),transformation,4202,4283,OSG-Aus Vic old,5,2285,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (10) (code 1596) and then by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,Office of Surveyor General Victoria; http://www.land.vic.gov.au/,OGP,2005/09/29,1999.670 2000.140 2000.680 2005.460,1,0
+1466,NGO 1948 (Oslo) to NGO1948 (Greenwich),transformation,4817,4273,NGO-Nor,1,1352,Change of prime meridian.,,9601,,,,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",OGP,1999/11/12,1999.790,1,1
+1467,NTF (Paris) to NTF (Greenwich) (1),transformation,4807,4275,IGN-Fra,1,1096,Change of prime meridian.,,9601,,,,IGN Paris.,OGP,1999/11/12,1999.630 1999.790,1,1
+1468,NTF (Paris) to NTF (Greenwich) (2),transformation,4807,4275,RGS,2,1096,Change of prime meridian.,,9601,,,OGP prefers value from IGN Paris (code 1467).,Royal Geographic Society; London,OGP,1999/11/12,1999.630 1999.790,1,1
+1469,Locodjo 1965 to WGS 84 (1),transformation,4142,4326,IGN-Civ,1,2282,?,999,9603,,,,IGN Paris,OGP,1999/10/20,,1,0
+1470,Abidjan 1987 to WGS 84 (1),transformation,4143,4326,IGN-Civ,1,2282,?,1,9603,,,,IGN Paris,OGP,1999/10/20,,1,0
+1471,MGI to WGS 84 (2),transformation,4312,4326,BEV-Aut,1,1037,For applications to an accuracy of 1.5 metres.,,9606,,,,Bundesamt für Eich- und Vermessungswesen,OGP,1999/10/20,,1,1
+1472,ATS77 to NAD83(CSRS98) (1),transformation,4122,4140,GIC-Can NB,1,1447,?,,9615,,,Introduced in 1999. Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1688.,New Brunswick Geographic Information Corporation land and water information standards manual.,OGP,2000/10/19,2000.140 2000.660,1,1
+1473,NAD83(CSRS98) to WGS 84 (1),transformation,4140,4326,EPSG-Can,1,1336,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,9603,,,For many purposes NAD83(CSRS98) can be considered to be coincident with WGS 84.,OGP,OGP,1999/10/20,,1,1
+1474,NAD83 to NAD83(HARN) (1),transformation,4269,4152,NGS-Usa AL,1,1372,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1717.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1475,NAD83 to NAD83(HARN) (2),transformation,4269,4152,NGS-Usa AZ,2,1373,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1728.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1476,NAD83 to NAD83(HARN) (3),transformation,4269,4152,NGS-Usa CA n,3,2297,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1739.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1477,NAD83 to NAD83(HARN) (4),transformation,4269,4152,NGS-Usa CA s,4,2298,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1750.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1478,NAD83 to NAD83(HARN) (5),transformation,4269,4152,NGS-Usa CO,5,1376,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1712.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1479,NAD83 to NAD83(HARN) (6),transformation,4269,4152,NGS-Usa GA,6,1380,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1713.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1480,NAD83 to NAD83(HARN) (7),transformation,4269,4152,NGS-Usa FL,7,1379,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1714.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1481,NAD83 to NAD83(HARN) (8),transformation,4269,4152,NGS-Usa ID MT e,8,2382,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1715.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1482,NAD83 to NAD83(HARN) (9),transformation,4269,4152,NGS-Usa ID MT w,9,2383,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1716.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1483,NAD83 to NAD83(HARN) (10),transformation,4269,4152,NGS-Usa KY,10,1386,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1718.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1484,NAD83 to NAD83(HARN) (11),transformation,4269,4152,NGS-Usa LA,11,1387,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1719.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1485,NAD83 to NAD83(HARN) (12),transformation,4269,4152,NGS-Usa DE MD,12,2377,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1720.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1486,NAD83 to NAD83(HARN) (13),transformation,4269,4152,NGS-Usa ME,13,1388,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1721.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1487,NAD83 to NAD83(HARN) (14),transformation,4269,4152,NGS-Usa MI,14,1391,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1722.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1488,NAD83 to NAD83(HARN) (15),transformation,4269,4152,NGS-Usa MS,15,1393,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1723.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1489,NAD83 to NAD83(HARN) (16),transformation,4269,4152,NGS-Usa NE,16,1396,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1724.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1490,NAD83 to NAD83(HARN) (17),transformation,4269,4152,NGS-Usa NewEng,17,2378,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1725.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1491,NAD83 to NAD83(HARN) (18),transformation,4269,4152,NGS-Usa NM,18,1400,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1726.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1492,NAD83 to NAD83(HARN) (19),transformation,4269,4152,NGS-Usa NY,19,1401,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1727.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1493,NAD83 to NAD83(HARN) (20),transformation,4269,4152,NGS-Usa ND,20,1403,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1729.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1494,NAD83 to NAD83(HARN) (21),transformation,4269,4152,NGS-Usa OK,21,1405,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1730.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1495,NAD83 to NAD83(HARN) (22),transformation,4269,4152,NGS-PRVI,22,1335,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1731.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1496,NAD83 to NAD83(HARN) (23),transformation,4269,4152,NGS-Usa SD,23,1410,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1732.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1497,NAD83 to NAD83(HARN) (24),transformation,4269,4152,NGS-Usa TN,24,1411,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1733.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1498,NAD83 to NAD83(HARN) (25),transformation,4269,4152,NGS-Usa TX e,25,2379,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1734.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1499,NAD83 to NAD83(HARN) (26),transformation,4269,4152,NGS-Usa TX w,26,2380,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1735.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1500,NAD83 to NAD83(HARN) (27),transformation,4269,4152,NGS-Usa VA,27,1415,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1736.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1501,NAD83 to NAD83(HARN) (28),transformation,4269,4152,NGS-Usa OR WA,28,2381,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1737.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1502,NAD83 to NAD83(HARN) (29),transformation,4269,4152,NGS-Usa WI,29,1418,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1738.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1503,NAD83 to NAD83(HARN) (30),transformation,4269,4152,NGS-Usa WY,30,1419,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1740.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,1999.931 2000.140 2004.360,1,0
+1504,Cape to Hartebeesthoek94 (1),transformation,4222,4148,DSM-Zaf,1,1215,?,15,9603,,,Residuals should not exceed 15 metres. Also used to transform Cape to WGS 84 - see code 1129.,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2000/01/06,1999.960,1,0
+1505,Hartebeesthoek94 to WGS 84 (1),transformation,4148,4326,EPSG-Zaf,1,1215,For many purposes Hartebeesthoek94 datum can be considered to be coincident with WGS 84.,1,9603,,,,OGP,OGP,2000/01/06,1999.960,1,0
+1506,AGD66 to GDA94 (6),transformation,4202,4283,OSG-Tas 0.1m,6,1282,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,http://www.delm.tas.gov.au/osg/Geodetic_transform.htm,OGP,2007/03/22,2000.140 2007.043,1,0
+1507,AGD66 to GDA94 (7),transformation,4202,4283,Auslig-NT 0.1m,7,2284,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,GDA Technical Manual. http://www.icsm.gov.au/gda,OGP,2007/03/22,2000.140 2006.010 2007.043,1,0
+1508,CH1903 to WGS 84 (1),transformation,4149,4326,BfL-CH 1,1,1286,?,,9607,,,Implemented in Bundesamt für Landestopographie programme GRANIT.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,OGP,1999/10/20,,1,1
+1509,CH1903+ to CHTRF95 (1),transformation,4150,4151,BfL-CH,1,1286,For applications to an accuracy of 0.1 metres.,0.1,9603,,,This transformation is also given as CH1903+ to ETRS89 (1) (code 1647). CHTRF95 is a realisation of ETRS89. May be taken as approximate transformation CH1903+ to WGS 84 - see code 1676.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,OGP,1999/10/20,,1,0
+1510,CH1903 to WGS 84 (2),transformation,4149,4326,BfL-CH 2,2,1286,Accuracy 1.5 metres.,,9603,,,These parameters are strictly between CH1903+ and CHTRF95 but are used from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,OGP,1999/10/20,,1,1
+1511,CHTRF95 to WGS 84 (1),transformation,4151,4326,EPSG-CH,1,1286,For many purposes CHTRF95 can be considered to be coincident with WGS 84.,1,9603,,,,OGP,OGP,1999/10/20,,1,0
+1512,Rassadiran to WGS 84 (1),transformation,4153,4326,TOT-Irn Taheri,1,1338,Oil industry engineering survey. Used only for terminal site.,0.5,9603,,,Derived in 1998 at Assaluyeh (Taheri refinery) by Geoid for Total. Used for South Pars phases 2 and 3.,Total-Fina,OGP,1999/10/20,,1,0
+1513,FD58 to WGS 84 (1),transformation,4132,4326,TOT-Irn Kangan,1,2362,Oil exploration.,0.5,9603,,,Derived in 1998 in Kangan district by Geoid for Total. Used for South Pars phases 2 and 3.,Total-Fina,OGP,1999/10/20,,1,0
+1514,ED50(ED77) to WGS 84 (1),transformation,4154,4326,NCCI-Irn,1,1123,Transformation for whole country: accuracy about 1m.,1,9606,,,"Used for South Pars phases 6, 7 and 8.",National Cartographic Centre of Iran,OGP,1999/10/20,,1,0
+1515,NAD83 to WGS 84 (5),transformation,4269,4326,NGS-Usa ITRF96,5,1323,Geodesy.,,9607,,,Strictly between NAD83 and ITRF96(1997.0). Supersedes NAD83 to WGS 84 (4) (code 1308)., http://www.ngs.noaa.gov/CORS/Derivation.html,OGP,1999/11/05,,1,1
+1516,La Canoa to WGS 84 (1),transformation,4247,4326,LAG-Ven E,1,2363,Parameter values estimated accuracy: ± 2.0m; ± 2.7m; ± 1.3m respectively.,2.5,9603,,,Also used for PSAD56 to WGS 84 transformations.,"Lagoven; Gonzalez Losano y Rodriguez; ""Determination de los Parametros de Transformacion para el Oriente del Pais""; VII Venezuelan Geophysical Congress; September 1994.",OGP,2006/10/13,2006.890,1,0
+1517,Conakry 1905 to WGS 84 (1),transformation,4315,4326,IGN-Gin,1,1112,?,30,9603,,,,IGN Paris,OGP,1999/12/09,,1,0
+1518,Dabola 1981 to WGS 84 (1),transformation,4155,4326,IGN-Gin,1,1112,Accuracy 25m in each axis.,25,9603,,,,NIMA TR8350.2 2nd edition via IGN Paris,OGP,2002/09/19,2002.760,1,0
+1519,Bern 1898 (Bern) to CH1903 (Greenwich),transformation,4801,4149,BfL-CH,1,1286,Change of prime meridian.,,9601,,,,OGP,OGP,1999/12/09,,1,1
+1520,NAD83 to NAD83(HARN) (31),transformation,4269,4152,NGS-Usa HI,31,1334,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1741.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1521,NAD83 to NAD83(HARN) (32),transformation,4269,4152,NGS-Usa IN,32,1383,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1742.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2004/04/27,2004.360,1,0
+1522,NAD83 to NAD83(HARN) (33),transformation,4269,4152,NGS-Usa KS,33,1385,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1743.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1523,NAD83 to NAD83(HARN) (34),transformation,4269,4152,NGS-Usa NV,34,1397,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1744.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1524,NAD83 to NAD83(HARN) (35),transformation,4269,4152,NGS-Usa OH,35,1404,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1745.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1525,NAD83 to NAD83(HARN) (36),transformation,4269,4152,NGS-Usa UT,36,1413,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1746.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1526,NAD83 to NAD83(HARN) (37),transformation,4269,4152,NGS-Usa WV,37,1417,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1747.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1527,Campo Inchauspe to WGS 84 (2),transformation,4221,4326,TOT-Arg Neu,2,2325,Oil exploration.,0.5,9603,,,Derived through ties at 2 stations (Cerro Colorado and Chihuido Sur) to 4 IGS stations in February 1995,Total-Fina,OGP,2000/03/07,,1,0
+1528,Chos Malal 1914 to Campo Inchauspe (1),transformation,4160,4221,TOT-Arg Neu,1,2325,Oil exploration. Accuracy 10 metres.,10,9603,,,Derived through common coordinates at 5 stations.,Total-Fina,OGP,2000/03/07,,1,0
+1529,Hito XVIII to WGS 84 (1),transformation,4254,4326,TOT-Arg TdF,1,2357,Oil exploration.,0.5,9606,,,"Derived through ties at 3 stations (RC03, TOTAL11 and MP12) to 3 IGS stations in November 1995",Total-Fina,OGP,2000/03/07,,1,0
+1530,NAD27 to WGS 84 (30),transformation,4267,4326,ICH-Cub,30,1077,Accuracy 3m.,3,9603,,,,Institut Cubano di Hidrografia (ICH),OGP,2008/04/11,2008.024,1,0
+1531,Nahrwan 1967 to WGS 84 (4),transformation,4270,4326,TOT-UAE Abk,4,2392,Oil exploration.,0.5,9603,,,Parameter values adopted by Total are mean of those derived by Oceonics and Geoid through ties at platform AK1 to 4 IGS stations in March 1995.,Total-Fina,OGP,2007/04/20,2007.010,1,0
+1532,M'poraloko to WGS 84 (2),transformation,4266,4326,Elf-Gab94,2,1100,Oil exploration.,0.5,9603,,,Derived as mean of Doris determinations at 3 stations in Port Gentil area in 1994.,TotalFinaElf,OGP,2000/03/07,,1,0
+1533,Kalianpur 1937 to WGS 84 (2),transformation,4144,4326,TOT-Mmr Moat,2,2361,Oil exploration.,5,9603,,,,Total-Fina,OGP,2000/03/07,,1,0
+1534,Minna to WGS 84 (3),transformation,4263,4326,SHL-Nig S,3,2371,Oil exploration.,,9606,,,,Shell Petroleum Development Company,OGP,2000/03/07,,1,1
+1536,Nahrwan 1967 to WGS 84 (5),transformation,4270,4326,B&R-Qat off,5,2406,Oil exploration.,1,9603,,,Derived by Brown & Root in 1992 for Qatar General Petroleum Corporation North Field development. Adopted by QGPC for all offshore Qatar.,Qatar General Petroleum Corporation and Total-Fina,OGP,2006/01/30,2000.530 2006.090,1,0
+1537,Indian 1975 to WGS 84 (3),transformation,4240,4326,Fug-Tha,3,2358,Oil exploration.,1,9603,,,Derived in 1995 at point RTSD181.,Total-Fina,OGP,2000/03/07,,1,0
+1538,Carthage to WGS 84 (2),transformation,4223,4326,Elf-Tun,2,1489,Oil exploration.,1,9603,,,Derived at station Chaffar January 1995.,Total / Elf,OGP,2000/03/07,,1,0
+1539,South Yemen to Yemen NGN96 (1),transformation,4164,4163,IGN-Yem South,1,1340,?,5,9603,,,May be used as an approximate transformation to WGS 84 - see South Yemen to WGS 84 (1) (code 1682).,IGN Paris,OGP,2006/12/29,2006.993,1,0
+1540,Yemen NGN96 to WGS 84 (1),transformation,4163,4326,IGN-Yem,1,1257,Accuracy better than 1 metre.,1,9603,,,,IGN Paris,OGP,2000/03/07,,1,0
+1541,Indian 1960 to WGS 72BE (1),transformation,4131,4324,PV-Vnm,1,1495,Oil exploration.,25,9603,,,Derived in Vung Tau area by Technical Navigation for Deminex in 1978.,PetroVietnam,OGP,2000/03/07,,1,0
+1542,Indian 1960 to WGS 84 (2),transformation,4131,4326,DMA-Vnm 16N,2,2359,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,2000/03/07,,1,0
+1543,Indian 1960 to WGS 84 (3),transformation,4131,4326,DMA-Vnm ConSon,3,2360,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,OGP,2000/03/07,,1,0
+1544,Hanoi 1972 to WGS 84 (1),transformation,4147,4326,BP-Vnm,1,1494,Oil exploration.,5,9603,,,Derived in Vung Tau area.,BP Amoco,OGP,2000/03/07,,1,0
+1545,Egypt 1907 to WGS 72 (1),transformation,4229,4322,MCE-Egy,1,1086,?,5,9603,,,,UK Mapping and Charting Establishment,OGP,2000/03/07,,1,0
+1546,Egypt 1907 to WGS 84 (3),transformation,4229,4326,Racal-Egy GoS,3,2341,Used for oil exploration by GUPCO.,30,9603,,,,Maridive,OGP,2000/03/07,,1,1
+1547,Bissau to WGS 84 (1),transformation,4165,4326,DMA-Gnb,1,1113,For military purposes only. Accuracy 25m in each axis.,25,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 second edition September 1991,OGP,2000/03/07,,1,0
+1548,SAD69 to WGS 84 (14),transformation,4291,4326,IGBE-Bra,14,1053,Medium and small scale mapping.,,9603,,,Derived by Brazilean Institute of Geography and Statistics (IGBE) in 1989. Used by ANP.,Agencia Nacional do Petroleo (ANP).,OGP,2000/03/07,,1,1
+1549,Aratu to WGS 84 (1),transformation,4208,4326,PB-Bra Camp,1,2307,Oil exploration.,999,9603,,,,Petrobras.,OGP,2000/03/07,,1,1
+1550,Aratu to WGS 84 (2),transformation,4208,4326,PB-Bra TucN,2,2308,Oil exploration.,5,9603,,,,Petrobras.,OGP,2000/03/07,,1,0
+1551,Aratu to WGS 84 (3),transformation,4208,4326,PB-Bra TucC,3,2309,Oil exploration.,5,9603,,,,Petrobras.,OGP,2000/03/07,,1,0
+1552,Aratu to WGS 84 (4),transformation,4208,4326,PB-Bra TucS,4,2310,Oil exploration.,5,9603,,,,Petrobras.,OGP,2000/03/07,,1,0
+1553,NAD83 to NAD83(HARN) (38),transformation,4269,4152,NGS-Usa IL,38,1382,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1748.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1554,NAD83 to NAD83(HARN) (39),transformation,4269,4152,NGS-Usa NJ,39,1399,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1749.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1555,Naparima 1955 to WGS 84 (2),transformation,4158,4326,Amoco-Tto Trin,2,3143,Oil exploration.,1,9603,,,Derived in 1989 by ONI for Amoco.,Trinidad Ministry of Energy and Energy Industries.,OGP,2000/03/07,2000.351,1,0
+1556,Naparima 1955 to WGS 84 (3),transformation,4158,4326,NIMA-Tto Trin,3,3143,For military purposes only. Accuracy given by NIMA 15m in each axis. EPSG believes there is an 8-10m blunder in dX.,26,9603,,,Described by NIMA as Naparima to WGS 84. In Trinidad the source CRS is better known as Naparima 1955. EPSG has duplicated the tfm using the alternative source CRSs. See also tfm code 1307.,EPSG after U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2000.351 2005.200,1,0
+1557,Malongo 1987 to WGS 84 (2),transformation,4259,4326,CHV-Ago Cab90,2,3180,Offshore oil exploration and production from June 1990.,5,9603,,,Derived at station Y in July 1990 through Transit single point positioning using 187 passes by Geodetic Survey Ltd. Replaces Malongo 1987 to WGS 84 (1) ( trf code 1330).,Chevron.,OGP,2007/03/22,2005.751 2007.043,1,0
+1558,Korean 1995 to WGS 84 (1),transformation,4166,4326,NIMA-Kor,1,1135,For military purposes. Accuracy 1m in each axis.,2,9603,,,Derived at 5 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,OGP,2005/09/29,2005.200 2005.460,1,0
+1559,AGD84 to GDA94 (3),transformation,4203,4283,DOLA-Aus WA 0.1m old,3,1280,0.1m accuracy.,,9615,,,Replaced by AGD84 to GDA94 (4) (code 1593) due to binary file format error and then by AGD84 to GDA94 (5) (code 1804). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) have longitudes positive east.,http://www.dola.wa.gov.au/lotl/survey_geodesy/gda1994/download.html,OGP,2007/03/22,2000.680 2002.060 2007.043,1,0
+1560,Nord Sahara 1959 to WGS 72BE (1),transformation,4307,4324,CGG-Alg HM,1,2393,Oil exploration.,8,9603,,,Derived at IGN monument CFP19 using Transit.,Various oil company sources.,OGP,2000/06/23,,1,0
+1561,Qatar 1974 to WGS 84 (1),transformation,4285,4326,DMA-Qat,1,1195,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/27,2005.200 2005.210,1,0
+1562,Qatar 1974 to WGS 84 (2),transformation,4285,4326,B&R-Qat off,2,2406,Oil exploration.,1,9603,,,Derived by Brown & Root in 1992 for Qatar General Petroleum Corporation.,Qatar General Petroleum Corporation and Total-Fina,OGP,2000/10/19,,1,0
+1563,Qatar 1974 to WGS 84 (3),transformation,4285,4326,CGIS-Qat,3,1346,Oil exploration.,1,9603,,,Derived by Qatar Centre for GIS. See Qatar 1974 to WGS 84 (2) (code 1562) for transformation used by QGPC for offshore petroleum industry.,Qatar Centre for GIS,OGP,2000/10/19,,1,0
+1564,NZGD49 to WGS 84 (2),transformation,4272,4326,OSG-Nzl 4m,2,3285,Transformation accuracy about 4 metres.,4,9607,,,These parameter values are taken from NZGD49 to NZGD2000 (2) (code 1701) and assume that NZGD2000 and WGS 84 are coincident to within the accuracy of the transformation. For improved accuracy use NZGD49 to WGS 84 (4) (code 1670).,Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+1565,NZGD2000 to WGS 84 (1),transformation,4167,4326,OSG-Nzl,1,1175,Assumes NZGD2000 is coincident to WGS 84 to the 1m accuracy level.,1,9603,,,,Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.,OGP,2008/04/04,2005.460 2008.023,1,0
+1566,NZGD49 to NZGD2000 (1),transformation,4272,4167,OSG-Nzl 5m,1,3285,5m accuracy.,5,9603,,,For better accuracy use NZGD49 to NZGD2000 (4) (code 1701) or NZGD49 to NZGD2000 (3) (code 1568).,Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.,OGP,2008/04/04,2005.460 2008.023,1,0
+1567,NZGD49 to NZGD2000 (2),transformation,4272,4167,OSG-Nzl 4m,2,1175,4m accuracy.,,9607,,,4m accuracy. For better accuracy use NZGD49 to NZGD2000 (3) (code 1568),http://www.linz.govt.nz/services/surveysystem/osgpublications/nzgd2000_trans.html,OGP,2000/10/19,,1,1
+1568,NZGD49 to NZGD2000 (3),transformation,4272,4167,OSG-Nzl 1m,3,3285,0.2m accuracy.,0.2,9615,,,These same parameter values may be used to transform to WGS 84 - see NZGD49 to WGS 84 (4) (code 1670).,Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.,OGP,2008/04/04,2005.460 2008.023,1,0
+1569,Accra to WGS 84 (1),transformation,4168,4326,MCE-Gha,1,1104,Military survey,25,9603,,,Derived at 3 common points.,Ordnance Survey International,OGP,2000/10/19,,1,0
+1570,Accra to WGS 72BE (1),transformation,4168,4324,GSI-Gha,1,1505,Oil exploration.,25,9603,,,Derived be single point Transit observation at several locations.,Various oil industry sources,OGP,2000/10/19,,1,0
+1571,Amersfoort to ETRS89 (1),transformation,4258,4326,NCG-Nld 2000,1,1172,Accuracy 0.5m,,9607,,,"Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.",http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2000/10/19,,1,1
+1572,NAD83 to NAD83(CSRS98) (1),transformation,4269,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1696.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,OGP,2000/10/19,,1,1
+1573,NAD27 to NAD83 (6),transformation,4267,4269,SGQ-Can QC NT2,6,1368,Accuracy 1-2 metres.,1.5,9615,,,Replaces NAD27 to NAD83 (5) (code 1462). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,OGP,2000/10/19,,1,0
+1574,NAD27 to NAD83(CSRS98) (1),transformation,4267,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1692.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,OGP,2000/10/19,,1,1
+1575,NAD27(CGQ77) to NAD83 (2),transformation,4609,4269,SGQ-Can QC NT2,2,1368,Accuracy 1-2 metres.,1.5,9615,,,Replaces NAD27(CGQ77) to NAD83 (1) (code 1451). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 and NAD83 (codes 4609 and 4269) have longitudes positive east. Can be taken as approx transformation to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,OGP,2007/03/22,2007.043,1,0
+1576,NAD27(CGQ77) to NAD83(CSRS98) (1),transformation,4609,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(CGQ77) (code 4609) and NAD83(CSRS98) (code 4140) have 1691longitudes positive east. Can be taken as an approximate transformation NAD27(CGQ77) to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,OGP,2000/10/19,,1,1
+1577,American Samoa 1962 to WGS 84 (1),transformation,4169,4326,NIMA-Asm,1,3109,For military purposes. One sigma uncertainty is 25m in each axis.,44,9603,,,Transformation based on observations at 2 stations in 1993.,NIMA TR8350.2 revision of January 2000.,OGP,2005/05/21,2005.230,1,0
+1578,American Samoa 1962 to NAD83(HARN) (1),transformation,4169,4152,NGS-Asm W,1,2288,Geodetic survey. No accuracy stated.,5,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs American Samoa 1962 and NAD83(HARN) (codes 4169 and 4152) have longitudes positive east. NADCON expects latitudes in northern hemisphere and values must be made positive prior to input.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt,OGP,2004/04/27,2004.360,1,0
+1579,American Samoa 1962 to NAD83(HARN) (2),transformation,4169,4152,NGS-Asm E,2,2289,Geodetic survey. No accuracy stated.,5,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs American Samoa 1962 and NAD83(HARN) (codes 4169 and 4152) have longitudes positive east. NADCON expects latitudes in northern hemisphere and values must be made positive prior to input.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt,OGP,2004/04/27,2004.360,1,0
+1580,NAD83(HARN) to WGS 84 (1),transformation,4152,4326,EPSG-Usa,1,1337,Approximation at the +/- 1m level assuming that NAD83(HARN) is equivalent to WGS 84.,1,9603,,,For many purposes NAD83(HARN) can be considered to be coincident with WGS 84.,OGP,OGP,2005/05/21,2005.230,1,0
+1581,SIRGAS to WGS 84 (1),transformation,4170,4326,NIMA-S America,1,3448,For military purposes. Accuracy 1m in each axis.,2,9603,,,,NIMA TR8350.2 revision of January 2000.,OGP,2006/07/29,2001.330 2006.465,1,0
+1582,PSAD56 to WGS 84 (10),transformation,4248,4326,TOT-Bol Mad,10,2400,Oil exploration.,3,9603,,,Derived May 1995 by Geoid for Total. OSU91A geoid model used.,TotalFinaElf,OGP,2000/10/19,,1,0
+1583,PSAD56 to WGS 84 (11),transformation,4248,4326,TOT-Bol B20,11,2401,Oil exploration.,0.5,9603,,,Derived July 1997 by Geoid from data recorded by UGA for Total. OSU91A geoid model used.,Total-Fina,OGP,2000/10/19,,1,0
+1584,Deir ez Zor to WGS 72BE (1),transformation,4227,4324,GECO-Syr,1,2329,Oil exploration.,5,9603,,,Recomputed in 1991 by Elf from data derived in 1983 at station 254 Deir by Geco using Transit. Derivation of 1983 parameter values of dX=-163.2 dY=-12.7 dZ=+232.7 contained errors in geodetic parameters for Syria.,Elf,OGP,2005/04/14,2005.020,1,0
+1585,Deir ez Zor to WGS 84 (2),transformation,4227,4326,IGN-Syr,2,1227,?,999,9603,,,,IGN Paris,OGP,2000/10/19,,1,1
+1586,Deir ez Zor to WGS 84 (3),transformation,4227,4326,SHL-Syr Whal,3,2327,Oil exploration.,999,9606,,,"Derived in 1995 by CGG for Al Furat Petroleum Company. Can be approximated using geocentric translations of dX=-174.3m, dY=+14.1m, dZ=+237.6m.",Elf,OGP,2005/04/14,2005.020,1,0
+1587,Deir ez Zor to WGS 84 (4),transformation,4227,4326,ELF-Syr Shad,4,2328,Oil exploration.,1,9603,,,Derived at four stations by Topnav in 1997.,Elf,OGP,2000/10/19,,1,0
+1588,ED50 to ETRS89 (1),transformation,4230,4258,NMA-Nor N65 1997,1,2332,Accuracy 1m.,1,9606,,,Included in Statens Kartverk programme wsktrans from 1997. The same parameter values were adopted for ED50 to WGS84 (variant 23) transformation offshore Norway north of 62N from April 2001 - see code 1612.,Statens Kartverk.,OGP,2001/06/05,2001.060,1,0
+1589,ED50 to ETRS89 (3),transformation,4230,4258,NMA-Nor 6265W,3,2333,Accuracy 2m.,2,9620,,,Included in Statens Kartverk programme wsktrans from 1997. See ED50 to WGS84 (23) (code 1612) for a simpler transformation accurate to better than 4m.,Statens Kartverk,OGP,2000/10/19,,1,0
+1590,ED50 to WGS 84 (22),transformation,4230,4326,NMA-Nor 6265W 1997,22,2333,Oil exploration before 2001.,0.5,9620,,,Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Replaced ED50 to WGS 84 (20) (code 1450) in 1997. Replaced by ED50 to WGS 84 (23) (code 1612) in April 2001.,Statens Kartverk.,OGP,2007/03/22,2007.043,1,0
+1591,RGF93 to ETRS89 (1),transformation,4171,4258,IGN-Fra,1,1096,RGF93 is a regional realisation of ETRS89.,0,9603,,,May be taken as approximate transformation RGF93 to WGS 84 - see code 1671.,TotalFinaElf,OGP,2000/10/10,,1,0
+1592,Timbalai 1948 to WGS 84 (2),transformation,4298,4326,BSP-Brn,2,2348,Offshore oil exploration.,5,9603,,,,Brunei Shell Petroleum,OGP,2006/09/21,2002.700 2006.252,1,0
+1593,AGD84 to GDA94 (4),transformation,4203,4283,DOLA-Aus WA 0.1m,4,1280,0.1m accuracy.,0.1,9615,,,Replaces AGD84 to GDA94 (3) (code 1559) and then replaced by AGD84 to GDA94 (5) (code 1804). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,"Department of Land Information, Government of Western Australia; http://www.dola.wa.gov.au/",OGP,2007/03/22,2005.460 2007.043,1,0
+1594,AGD66 to GDA94 (8),transformation,4202,4283,OSG-Tas 1m,8,1282,Recommended for mid-accuracy use in Tasmania. 1m accuracy.,1,9607,,,Replaces AGD66 to GDA94 (3) (code 1459) from August 2000. For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1667.,"GDA Technical Manual, http://www.icsm.gov.au/gda, and http://www.delm.tas.gov.au/osg/Geodetic_transform.htm",OGP,2006/01/02,2005.860 2006.010,1,0
+1595,AGD66 to GDA94 (9),transformation,4202,4283,Auslig-NT 1m,9,2284,Recommended for mid-accuracy use in Northern Territory. 1m accuracy.,1,9607,,,For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1668.,GDA Technical Manual. http://www.icsm.gov.au/gda,OGP,2006/01/02,2005.860 2006.010,1,0
+1596,AGD66 to GDA94 (10),transformation,4202,4283,OSG-Aus SE 0.1m,10,2287,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,Office of Surveyor General Victoria; http://www.land.vic.gov.au/,OGP,2007/03/22,2005.460 2005.860 2007.043,1,0
+1597,Bogota 1975 to WGS 84 (2),transformation,4218,4326,BP-Col CusCup,2,2315,Oil exploration.,0.2,9603,,,Derived in 1995 by WGC at first order stations Recreo and Mena via multi-day ties to 4 IGS stations. Residuals under 20cm.,Various industry sources,OGP,2000/10/19,,1,0
+1598,POSGAR to WGS 84 (1),transformation,4172,4326,EPSG-Arg,1,1033,?,,9603,,,,OGP,OGP,2000/10/19,,1,1
+1599,ATS77 to NAD83(CSRS98) (2),transformation,4122,4140,PEI DOT-Can PEI,2,1533,?,,9615,,,Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1689.,PEI Department of Transportation & Public Works,OGP,2000/10/19,,1,1
+1600,NAD27 to NAD83(CSRS98) (2),transformation,4267,4140,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,,9615,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1703.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,OGP,2000/10/19,,1,1
+1601,NAD83 to NAD83(CSRS98) (2),transformation,4269,4140,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,,9615,,,Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1697.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,OGP,2000/10/19,,1,1
+1602,NAD83 to NAD83(CSRS98) (3),transformation,4267,4140,AB Env-Can AB,2,2376,Accuracy 1-2 metres.,,9615,,,"This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham at gov.ab.ca,OGP,2000/10/19,,1,1
+1603,NAD27 to ATS77 (1),transformation,4267,4122,SNB-Can NB,1,1447,?,1,9634,,,For reverse transformation see ATS77 to NAD27 (1) (code 1947),Survey of New Brunswick,OGP,2004/08/23,2003.080 2004.470,1,0
+1604,NAD27 to ATS77 (2),transformation,4267,4122,SNB-Can NS,2,2313,?,1,9634,,,For reverse transformation see ATS77 to NAD27 (2) (code 1948).,Survey of New Brunswick,OGP,2003/02/25,2003.080,1,0
+1605,NAD27 to ATS77 (3),transformation,4267,4122,SNB-Can PEI,3,1533,?,1,9634,,,For reverse transformation see ATS77 to NAD27 (3) (code 1949).,Survey of New Brunswick,OGP,2003/02/25,2003.080,1,0
+1606,ATS77 to NAD27 (1),transformation,4122,4267,SNB-Can NB,1,1447,?,,9634,,,For reverse transformation see NAD27 to ATS77 (1) (code 1603),Survey of New Brunswick,OGP,2000/10/19,,1,1
+1607,ATS77 to NAD27 (2),transformation,4122,4267,SNB-Can NS,2,2313,?,,9634,,,For reverse transformation see NAD27 to ATS77 (2) (code 1604),Survey of New Brunswick,OGP,2000/10/19,,1,1
+1608,ATS77 to NAD27 (3),transformation,4122,4267,SNB-Can PEI,3,1533,?,,9634,,,For reverse transformation see NAD27 to ATS77 (3) (code 1605),Survey of New Brunswick,OGP,2000/10/19,,1,1
+1609,BD72 to WGS 84 (1),transformation,4313,4326,IGN-Bel 7,1,1044,For applications to an accuracy of 1 metre.,1,9607,,,Scale difference is given by information source as 0.999999. Given in this record in ppm to assist application usage. Very similar parameter values (to slightly less precision) used for BD72 to ETRS89: see code 1652.,IGN Brussels www.ngi.be,OGP,2006/07/30,2006.550,1,0
+1610,BD72 to WGS 84 (2),transformation,4313,4326,IGN-Bel 3,2,1044,For applications to an accuracy of 5 metres.,5,9603,,,,IGN Brussels www.ngi.be,OGP,2000/10/19,,1,0
+1611,IRENET95 to ETRS89 (1),transformation,4173,4258,OSI-Ire,1,1305,IRENET95 is a regional realisation of ETRS89.,0,9603,,,May be taken as approximate transformation IRENET95 to WGS 84 - see code 1678.,Ordnance Survey of Ireland,OGP,2007/11/01,2007.099,1,0
+1612,ED50 to WGS 84 (23),transformation,4230,4326,EPSG-Nor N62 2001,23,2601,Oil industry offshore.,1,9606,,,"Parameter values are taken from ED50 to ETRS89 (1), code 1588. Adopted for ED50 to WGS84 transformations offshore Norway north of 62N from April 2001 when it replaced code 1590. Included in Statens Kartverk programme wsktrans from v4.0.",EPSG Guidance Note #10,OGP,2007/03/22,2007.043,1,0
+1613,ED50 to WGS 84 (24),transformation,4230,4326,EPSG-Nor S62 2001,24,2334,Approximation to 1 metre for oil industry use.,1,9606,,,"Approximation to 1 metre of concatenated transformation ED50 to WGS 84 (14), code 8046. 8046 remains the transformation promulgated by Statens Kartverk but 1613 recommended by EPSG for practical oil industry usage.",EPSG Guidance Note #10,OGP,2001/06/05,,1,0
+1614,Sierra Leone 1968 to WGS 84 (1),transformation,4175,4326,NIMA-Sle,1,1209,Accuracy +/- 15m in each axis.,26,9603,,,Determined at 8 stations. Info. source has the source CRS as Sierra Leone 1960. Sierra Leone 1968 is a readjustment of the 1960 network: coordinates changed by less than 3 metres.,"NIMA TR8350.2 revision 3, 1997.",OGP,2001/06/05,,1,0
+1615,Timbalai 1948 to WGS 84 (3),transformation,4298,4326,SD-Brn,3,2349,Topographic and engineering survey onshore.,100,9603,,,CARE! Erroneous GPS data was used in the derivation of these parameters. They produce a coordinate difference of 10m horizontally and 50m vertically compared to Timbalai 1948 to WGS 84 (2) (code 1592).,Brunei Survey Department,OGP,2006/09/21,2006.252,1,0
+1616,PSD93 to WGS 72 (1),transformation,4134,4322,PDO-Omn 93,1,1183,Oil exploration. Residuals 1.2m at 67% probability level.,1.2,9606,,,,Petroleum Development Oman,OGP,2001/06/05,,1,0
+1617,PSD93 to WGS 84 (3),transformation,4134,4326,Tot-Omn 95,3,2404,Oil exploration.,0.5,9606,,,Accuracy better than 0.5m in block 4.,TotalFinaElf,OGP,2001/06/05,,1,0
+1618,MGI to WGS 84 (3),transformation,4312,4326,BEV-Aut,3,1037,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Same transformation parameters used for MGI to ETRS89 (1) (code 1619).,Bundesamt für Eich- und Vermessungswesen via EuroGeographics http://crs.bkg.bund.de/crs-eu,OGP,2006/12/16,2006.971,1,0
+1619,MGI to ETRS89 (1),transformation,4312,4258,BEV-Aut,1,1037,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Same transformation parameters used for MGI to WGS 84 (3) (code 1618). Precision of parameter values in this record were increased effective 16-Dec-2006 (db v6.12): see change record 2006.971.,Bundesamt für Eich- und Vermessungswesen via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/12/16,2006.971,1,0
+1620,MGI to ETRS89 (2),transformation,4312,4258,DGU-Hrv,2,1076,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation MGI to WGS 84 - see code 1621.,Drzavna Geodetska Uprava via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1621,MGI to WGS 84 (4),transformation,4312,4326,EPSG-Hrv,4,1076,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from MGI to ETRS89 (2) (code 1620). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1622,S-JTSK to ETRS89 (1),transformation,4156,4258,CUZK-Cze,1,1079,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation S-JTSK to WGS 84 - see code 1623.,Cesky Urad Zememericky a Katastraln via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1623,S-JTSK to WGS 84 (1),transformation,4156,4326,EPSG-Cze,1,1079,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from S-JTSK to ETRS89 (1) (code 1622). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1624,S-JTSK to ETRS89 (2),transformation,4156,4258,UGKK-Svk,2,1211,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation S-JTSK to WGS 84 - see code 1625.,"Urad Geodezie, Kartografie a Katastra via EuroGeographics; http://crs.bkg.bund.de/crs-eu/",OGP,2001/06/05,,1,0
+1625,S-JTSK to WGS 84 (2),transformation,4156,4326,EPSG-Svk,2,1211,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from S-JTSK to ETRS89 (2) (code 1624). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1626,ED50 to ETRS89 (4),transformation,4230,4258,KMS-Dnk,4,1080,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1627.,Kort & Matrikelstyrelsen via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1627,ED50 to WGS 84 (25),transformation,4230,4326,EPSG-Dnk,25,1080,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from ED50 to ETRS89 (4) (code 1626). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1628,ED50 to ETRS89 (5),transformation,4230,4258,DGC-Gib,5,1105,For applications to an accuracy of 1 metre.,1,9603,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1629.,UK Defence Geographic and Imagery Intelligence Agency via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1629,ED50 to WGS 84 (26),transformation,4230,4326,EPSG-Gib,26,1105,For applications to an accuracy of 1 metre.,1,9603,,,Parameter values from ED50 to ETRS89 (5) (code 1628). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1630,ED50 to ETRS89 (6),transformation,4230,4258,CNIG-Esp Bal,6,2335,For applications to an accuracy of 1.5 metres.,1.5,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1631.,Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1631,ED50 to WGS 84 (27),transformation,4230,4326,EPSG-Esp Bal,27,2335,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Parameter values from ED50 to ETRS89 (6) (code 1630). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1632,ED50 to ETRS89 (7),transformation,4230,4258,CNIG-Esp,7,2336,For applications to an accuracy of 1.5 metres.,1.5,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1633.,Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1633,ED50 to WGS 84 (28),transformation,4230,4326,EPSG-Esp,28,2336,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Parameter values from ED50 to ETRS89 (7) (code 1632). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1634,ED50 to ETRS89 (8),transformation,4230,4258,CNIG-Esp NW,8,2337,For applications to an accuracy of 1.5 metres.,1.5,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1635.,Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1635,ED50 to WGS 84 (29),transformation,4230,4326,EPSG-Esp NW,29,2337,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Parameter values from ED50 to ETRS89 (8) (code 1634). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1638,KKJ to ETRS89 (1),transformation,4123,4258,NLS-Fin,1,1095,For applications to an accuracy of 1 to 2 metres.,1.5,9606,,,May be taken as approximate transformation KKJ to WGS 84 - see code 1639. Replaced by KKJ to ETRS89 (2) (code 10098).,National Land Survey of Finland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/03/22,2004.120 2007.043,1,0
+1639,KKJ to WGS 84 (1),transformation,4123,4326,EPSG-Fin,1,1095,For applications to an accuracy of 1 to 2 metres.,1.5,9606,,,Parameter values from KKJ to ETRS89 (1) (code 1638). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaced by KKJ to WGS 84 (2) (code 10099).,OGP,OGP,2007/03/22,2007.043,1,0
+1640,TM65 to ETRS89 (1),transformation,4299,4258,OSI-Ire,1,1305,For applications to an accuracy of 1 metre.,,9606,,,May be taken as approximate transformation TM65 to WGS 84 - see code 1641.,Ordnance Survey Ireland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,1
+1641,TM65 to WGS 84 (2),transformation,4299,4326,EPSG-Ire,2,1125,For applications to an accuracy of 1 metre.,1,9606,,,"Parameter values from TM75 to ETRS89 (2) (code 1953). Assumes each pair of (i) TM65 and TM75, and (ii) ETRS89 and WGS 84, can be considered the same to within the accuracy of the transformation.",OGP,OGP,2003/06/27,2002.621,1,0
+1642,Luxembourg 1930 to ETRS89 (1),transformation,4181,4258,ACT-Lux,1,1146,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation Luxembourg 1930 to WGS 84 - see code 1643.,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1643,Luxembourg 1930 to WGS 84 (1),transformation,4181,4326,EPSG-Lux,1,1146,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from Luxembourg 1930 to ETRS89 (1) (code 1642). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1644,Pulkovo 1942(58) to ETRS89 (1),transformation,4179,4258,GUGK-Pol,1,1192,For applications to an accuracy of 1 metre.,1,9606,,,"May be taken as approximate transformation Pulkovo 1942(58) to WGS 84 - see code 1645. Parameter values given to greater precision but to no better accuracy in GUGiK Technical Instruction G-2, Warsaw 2001.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/02/02,2005.590,1,0
+1645,Pulkovo 1942(58) to WGS 84 (1),transformation,4179,4326,EPSG-Pol,1,1192,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from Pulkovo 1942(58) to ETRS89 (1) (code 1644). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1646,CH1903 to ETRS89 (1),transformation,4149,4258,BfL-Che,1,1286,Accuracy 1.5 metres.,1.5,9603,,,These parameters are derived from CH1903+ to ETRS89 (code 1647) and are used as from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network.,Bundesamt für Landestopographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/12/29,2006.992,1,0
+1647,CH1903+ to ETRS89 (1),transformation,4150,4258,BfL-Che,1,1286,For applications to an accuracy of 0.1 metres.,0.1,9603,,,This transformation is also given as CH1903+ to CHTRF95 (1) (code 1509). CHTRF95 is a local realisation of ETRS89.,Bundesamt für Landestopographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1648,EST97 to ETRS89 (1),transformation,4180,4258,NLB-Est,1,1090,EST97 is a realisation of ETRS89.,0,9603,,,May be taken as approximate transformation EST97 to WGS 84 - see code 1649.,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1649,EST97 to WGS 84 (1),transformation,4180,4326,EPSG-Est,1,1090,For applications to an accuracy of 1 metre.,1,9603,,,Parameter values taken from EST97 to ETRS89 (1) (code 1648). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1650,ED50 to ETRS89 (10),transformation,4230,4258,IGN-Fra,10,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to WGS 84. See ED50 to WGS 84 (17) (code 1275).,Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1651,NTF to ETRS89 (1),transformation,4275,4258,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to WGS 84. See NTF to WGS 84 (1) (code 1193).,Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1652,BD72 to ETRS89 (1),transformation,4313,4258,IGN-Bel,1,1044,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation BD72 to WGS 84 - see code 1609.,Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1653,NGO 1948 to ETRS89 (1),transformation,4273,4258,SKV-Nor,1,1352,For applications to an accuracy of 3 metres.,3,9606,,,May be taken as approximate transformation NGO 1948 to WGS 84 - see code 1654.,Statens Kartverk via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+1654,NGO 1948 to WGS 84 (1),transformation,4273,4326,EPSG-Nor,1,1352,For applications to an accuracy of 3 metres.,3,9606,,,Parameter values from NGO 1948 to ETRS89 (1) (code 1653). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,0
+1655,Lisbon to ETRS89 (1),transformation,4207,4258,ICC-Prt 2000,1,1294,For applications to an accuracy of 3 metres.,3,9606,,,Derived in 2000 at 8 stations. Replaced by 2001 derivation (code 1997).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/03/22,2003.233 2003.234 2007.043,1,0
+1656,Lisbon to WGS 84 (1),transformation,4207,4258,EPSG-Prt 2000,1,1294,For applications to an accuracy of 3 metres.,,9606,,,Parameter values from Lisbon to ETRS89 (1) (code 1655). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,2002.720,1,1
+1657,Datum 73 to ETRS89 (1),transformation,4274,4258,ICC-Prt 2000,1,1294,For applications to an accuracy of 2 metres.,2,9606,,,Derived in 2000 at 8 stations. Replaced by 2001 derivation (code 1992).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/03/22,2003.233 2007.043,1,0
+1658,Datum 73 to WGS 84 (1),transformation,4274,4258,EPSG-Prt 2000,1,1294,For applications to an accuracy of 2 metres.,,9606,,,Parameter values from Datum 73 to ETRS89 (1) (code 1657). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/06/05,,1,1
+1659,Monte Mario to ETRS89 (1),transformation,4265,4258,IGM-Ita main,1,2372,Accuracy: 4 metres,4,9606,,,May be taken as approximate transformation Monte Mario to WGS 84 - see code 1660.,Istituto Geografico Militare Italiano via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2004.080 2005.180,1,0
+1660,Monte Mario to WGS 84 (4),transformation,4265,4326,EPSG-Ita main,4,2372,Accuracy: 4 metres,4,9606,,,Parameter values from Monte Mario to ETRS89 (1) (code 1659). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2004/01/20,2004.080,1,0
+1661,Monte Mario to ETRS89 (2),transformation,4265,4258,IGM-Ita Sar,2,2339,Accuracy: 4 metres,4,9606,,,May be taken as approximate transformation Monte Mario to WGS 84 - see code 1662.,Istituto Geografico Militare Italiano via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2004.080 2005.180,1,0
+1662,Monte Mario to WGS 84 (2),transformation,4265,4326,EPSG-Ita Sar,2,2339,Accuracy: 4 metres,4,9606,,,Parameter values from Monte Mario to ETRS89 (2) (code 1661). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2004/01/20,2004.080,1,0
+1663,Monte Mario to ETRS89 (3),transformation,4265,4258,IGM-Ita Sic,3,2340,Accuracy: 4 metres,4,9606,,,May be taken as approximate transformation Monte Mario to WGS 84 - see code 1664.,Istituto Geografico Militare Italiano via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2004.080 2005.180,1,0
+1664,Monte Mario to WGS 84 (3),transformation,4265,4326,EPSG-Ita Sic,3,2340,Accuracy: 4 metres,4,9606,,,Parameter values from Monte Mario to ETRS89 (3) (code 1663). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2004/01/20,2004.080,1,0
+1665,AGD66 to WGS 84 (12),transformation,4202,4326,EPSG-ACT 1m,12,2283,Recommended for mid-accuracy use in A.C.T. 1m accuracy.,1,9607,,,Parameter values from AGD66 to GDA94 (2) (code 1458). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1666,AGD66 to WGS 84 (13),transformation,4202,4326,EPSG-NSW Vic 1m,13,2286,Recommended for mid-accuracy use in NSW and Victoria. 1m accuracy.,1,9607,,,Parameter values from AGD66 to GDA94 (4) (code 1460). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1667,AGD66 to WGS 84 (14),transformation,4202,4326,EPSG-Tas 1m,14,1282,Recommended for mid-accuracy use in Tasmania. 1m accuracy.,1,9607,,,Parameter values from AGD66 to GDA94 (8) (code 1594). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1668,AGD66 to WGS 84 (15),transformation,4202,4326,EPSG-NT 1m,15,2284,Recommended for mid-accuracy use in Northern Territory. 1m accuracy.,1,9607,,,Parameter values from AGD66 to GDA94 (9) (code 1595). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1669,AGD84 to WGS 84 (7),transformation,4203,4326,EPSG-Aus 1m,7,2575,1m accuracy.,1,9607,,,Parameter values from AGD84 to GDA94 (2) (code 1280). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces AGD84 to WGS 84 (2) (code 1236).,OGP,OGP,2007/03/22,2007.043,1,0
+1670,NZGD49 to WGS 84 (3),transformation,4272,4326,EPSG-Nzl 1m,3,3285,Accuracy about 1m.,1,9615,,,Parameter file is from NZGD49 to NZGD2000 (3) (code 1568) and assumes WGS 84 is coincident with NZGD2000 to the accuracy of the transformation.,OGP,OGP,2008/04/04,2008.023,1,0
+1671,RGF93 to WGS 84 (1),transformation,4171,4326,EPSG-Fra,1,1096,Approximation at the +/- 1m level.,1,9603,,,Parameter values from RGF93 to ETRS89 (1) (code 1591) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1672,Amersfoort to WGS 84 (2),transformation,4289,4326,EPSG-Nld,2,1275,Approximation at the +/- 1m level.,1,9607,,,Parameter values from Amersfoort to ETRS89 (1) (code 1751) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces Amersfoort to WGS 84 (1) (code 1112). Replaced by Amersfoort to WGS 84 (3) (code 15934).,OGP,OGP,2007/04/10,2002.900 2007.043 2007.051,1,0
+1673,DHDN to WGS 84 (1),transformation,4314,4326,EPSG-Deu W,1,2326,For applications with an accuracy at 5 m level.,5,9607,,,Parameter values from DHDN to ETRS89 (1) (code 1309) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaced by DHDN to WGS 84 (2) (tfm code 1777).,OGP,OGP,2007/03/22,2006.691 2007.043,1,0
+1674,Pulkovo 1942(83) to ETRS89 (1),transformation,4178,4258,IfAG-Deu E,1,1343,Residuals under 2 m.,2,9607,,,Mean of 20 stations. May be taken as approximate transformation to WGS 84 - see code 1675. Also given by EuroGeographics at http://crs.ifag.de/ as a Position Vector transformation with changed values for rotations.,Institute for Cartography and Geodesy; Leipzig.,OGP,2007/03/22,2007.043,1,0
+1675,Pulkovo 1942(83) to WGS 84 (1),transformation,4178,4326,EPSG-Deu E,1,1343,Residuals under 2 m.,2,9607,,,Parameter values from Pulkovo 1942(83) to ETRS89 (1) (code 1674) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1676,CH1903+ to WGS 84 (1),transformation,4150,4326,BfL-CH,1,1286,Approximation at the +/- 1m level.,1,9603,,,Parameter values are from CH1903+ to CHTRF95 (1) (code 1509) assuming that CHTRF95 is equivalent to WGS 84. That transformation is also given as CH1903+ to ETRS89 (1) (code 1647). CHTRF95 is a realisation of ETRS89.,OGP,OGP,2001/08/15,,1,0
+1677,HD72 to WGS 84 (1),transformation,4237,4326,EPSG-Hun,1,1119,Approximation at the +/- 1m level.,,9607,,,Parameter values taken from HD72 to ETRS89 (1) (code 1273) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,1
+1678,IRENET95 to WGS 84 (1),transformation,4173,4326,EPSG-Ire,1,1305,Approximation at the +/- 1m level.,1,9603,,,Assumes that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. IRENET95 is a regional realisation of ETRS89.,OGP,OGP,2007/11/01,2007.099,1,0
+1679,Pulkovo 1942 to WGS 84 (2),transformation,4284,4326,EPSG-Ltu,2,1145,Approximation at the +/- 1m level.,1,9607,,,Parameter values taken from Pulkovo 1942 to LKS94(ETRS89) (1) (code 1274) assuming that LKS94(ETRS89) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1680,RT90 to WGS 84 (1),transformation,4124,4326,EPSG-Swe,1,1225,Approximation at the +/- 1m level.,1,9607,,,Parameter values from RT90 to ETRS89 (1) (code 1437) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaced by RT90 to WGS 84 (2) (code 1896) from 2001.,OGP,OGP,2007/03/22,2002.480 2007.043,1,0
+1681,OSGB 1936 / British National Grid to WGS 84 (1),transformation,27700,4326,EPSG-Gbr,1,1264,Accuracy about 0.5m.,,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (1) (code 1036) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,1
+1682,South Yemen to WGS 84 (1),transformation,4164,4326,EPSG-Yem South,1,1340,Approximation at the +/- 1m level.,1,9603,,,Parameter values taken from South Yemen to Yemen NGN96 (1) (code 1539) assuming that NGN96 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1683,Tete to WGS 84 (1),transformation,4127,4326,EPSG-Moz,1,1167,Residuals as high as 30 metres.,30,9607,,,Parameter values taken from Tete to Moznet (1) (code 1297) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2007/03/22,2007.043,1,0
+1684,Tete to WGS 84 (2),transformation,4127,4326,EPSG-Moz A,2,2350,Residuals are generally under 1 metre.,1,9607,,,Parameter values taken from Tete to Moznet (2) (code 1298) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1685,Tete to WGS 84 (3),transformation,4127,4326,EPSG-Moz B,3,2351,Residuals are generally under 4 metres.,4,9607,,,Parameter values taken from Tete to Moznet (3) (code 1299) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1686,Tete to WGS 84 (4),transformation,4127,4326,EPSG-Moz C,4,2352,Residuals are generally under 3 metres.,3,9607,,,Parameter values taken from Tete to Moznet (4) (code 1300) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1687,Tete to WGS 84 (5),transformation,4127,4326,EPSG-Moz D,5,2353,Residuals are 5-10 metres.,10,9607,,,Parameter values taken from Tete to Moznet (5) (code 1301) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1688,ATS77 to WGS 84 (1),transformation,4122,4326,EPSG-Can NB,1,1447,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from ATS77 to NAD83(CSRS) (1) (code 1841) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1689,ATS77 to WGS 84 (2),transformation,4122,4326,EPSG-Can PEI,2,1533,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from ATS77 to NAD83(CSRS) (2) (code 1846) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1690,NAD27(76) to WGS 84 (1),transformation,4608,4326,EPSG-Can On,1,1367,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27(76) to NAD83 (1) (code 1463) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1691,NAD27(CGQ77) to WGS 84 (3),transformation,4609,4326,EPSG-Can Qc NT2,3,1368,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27(CGQ77) to NAD83(CSRS) (1) (code 1845) assuming that NAD83(CSRS98) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1692,NAD27 to WGS 84 (34),transformation,4267,4326,EPSG-Can QC,34,1368,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27 to NAD83(CSRS) (1) (code 1844) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1693,NAD27 to WGS 84 (33),transformation,4267,4326,EPSG-Can,33,1061,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27 to NAD83 (4) (code 1313) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1694,American Samoa 1962 to WGS 84 (2),transformation,4169,4326,EPSG-Asm W,2,2288,No accuracy stated for source transformation.,5,9613,,,"Parameter files are from American Samoa 1962 to NAD83(HARN) (1) (code 1578), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.",OGP,OGP,2004/04/27,2004.360,1,0
+1695,American Samoa 1962 to WGS 84 (3),transformation,4169,4326,EPSG-Asm E,3,2289,No accuracy stated for source transformation.,5,9613,,,"Parameter files are from American Samoa 1962 to NAD83(HARN) (2) (code 1579), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.",OGP,OGP,2004/04/27,2004.360,1,0
+1696,NAD83 to WGS 84 (6),transformation,4269,4326,EPSG-Can QC,6,1368,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD83 to NAD83(CSRS) (1) (code 1843) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1697,NAD83 to WGS 84 (7),transformation,4269,4326,EPSG-Can SK,7,2375,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD83 to NAD83(CSRS8) (2) (code 1848) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+1698,St. George Island to WGS 84 (1),transformation,4138,4326,EPSG-Usa AK StG,1,1331,Approximation at the +/- 1 to 2m level.,1.5,9613,,,Parameter files are from St. George Island to NAD83 (1) (code 1457) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1699,St. Lawrence Island to WGS 84 (1),transformation,4136,4326,EPSG-Usa AK StL,1,1332,Approximation at the +/- 1 to 2m level.,1.5,9613,,,Parameter files are from St. Lawrence Island to NAD83 (1) (code 1455) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1700,St. Paul Island to WGS 84 (1),transformation,4137,4326,EPSG-Usa AK StP,1,1333,Approximation at the +/- 1 to 2m level.,1.5,9613,,,Parameter files are from St. Paul Island to NAD83 (1) (code 1456) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1701,NZGD49 to NZGD2000 (2),transformation,4272,4167,OSG-Nzl 4m,2,3285,4m accuracy.,4,9607,,,For better accuracy use NZGD49 to NZGD2000 (3) (code 1568).,Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.,OGP,2008/04/04,2005.460 2008.023,1,0
+1702,NAD83 to WGS 84 (8),transformation,4269,4326,EPSG-Can AB,8,2376,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD83 to NAD83(CSRS) (3) (code 1849) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation. This file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some sodtware.,OGP,OGP,2001/08/15,,1,0
+1703,NAD27 to WGS 84 (32),transformation,4267,4326,EPSG-Can SK,32,2375,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27 to NAD83(CSRS) (1) (code 1847) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006/12/29,2006.993,1,0
+1704,NAD83 to NAD83(HARN) (40),transformation,4269,4152,NGS-Usa AR,40,1374,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1708.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1705,NAD83 to NAD83(HARN) (41),transformation,4269,4152,NGS-Usa IA,41,1384,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1709.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1706,NAD83 to NAD83(HARN) (42),transformation,4269,4152,NGS-Usa MN,42,1392,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1710.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1707,NAD83 to NAD83(HARN) (43),transformation,4269,4152,NGS-Usa MO,43,1394,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1711.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2004/04/27,2004.360,1,0
+1708,NAD83 to WGS 84 (12),transformation,4269,4326,EPSG-USA Ar,12,1374,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (40) (code 1704) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1709,NAD83 to WGS 84 (13),transformation,4269,4326,EPSG-Usa IA,13,1384,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (41) (code 1705) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1710,NAD83 to WGS 84 (14),transformation,4269,4326,EPSG-Usa MN,14,1392,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (42) (code 1706) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1711,NAD83 to WGS 84 (15),transformation,4269,4326,EPSG-Usa MO,15,1394,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (43) (code 1707) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1712,NAD83 to WGS 84 (16),transformation,4269,4326,EPSG-Usa CO,16,1376,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (5) (code 1478) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1713,NAD83 to WGS 84 (17),transformation,4269,4326,EPSG-Usa GA,17,1380,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (6) (code 1479) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1714,NAD83 to WGS 84 (18),transformation,4269,4326,EPSG-Usa FL,18,1379,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (7) (code 1480) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1715,NAD83 to WGS 84 (19),transformation,4269,4326,EPSG-Usa ID MT e,19,2382,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (8) (code 1481) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1716,NAD83 to WGS 84 (20),transformation,4269,4326,EPSG-Usa ID MT w,20,2383,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (9) (code 1482) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1717,NAD83 to WGS 84 (21),transformation,4269,4326,EPSG-Usa AL,21,1372,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (1) (code 1474) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1718,NAD83 to WGS 84 (22),transformation,4269,4326,EPSG-Usa KY,22,1386,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (10) (code 1483) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1719,NAD83 to WGS 84 (23),transformation,4269,4326,EPSG-Usa LA,23,1387,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (11) (code 1484) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1720,NAD83 to WGS 84 (24),transformation,4269,4326,EPSG-Usa DE MD,24,2377,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (12) (code 1485) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1721,NAD83 to WGS 84 (25),transformation,4269,4326,EPSG-Usa ME,25,1388,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (13) (code 1486) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1722,NAD83 to WGS 84 (26),transformation,4269,4326,EPSG-Usa MI,26,1391,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (14) (code 1487) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1723,NAD83 to WGS 84 (27),transformation,4269,4326,EPSG-Usa MS,27,1393,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (15) (code 1488) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1724,NAD83 to WGS 84 (28),transformation,4269,4326,EPSG-Usa NE,28,1396,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (16) (code 1489) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1725,NAD83 to WGS 84 (29),transformation,4269,4326,EPSG-Usa NewEng,29,2378,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (17) (code 1490) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1726,NAD83 to WGS 84 (30),transformation,4269,4326,EPSG-Usa NM,30,1400,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (18) (code 1491) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1727,NAD83 to WGS 84 (31),transformation,4269,4326,EPSG-Usa NY,31,1401,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (19) (code 1492) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1728,NAD83 to WGS 84 (32),transformation,4269,4326,EPSG-Usa AZ,32,1373,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (2) (code 1475) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1729,NAD83 to WGS 84 (33),transformation,4269,4326,EPSG-Usa ND,33,1403,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (20) (code 1493) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1730,NAD83 to WGS 84 (34),transformation,4269,4326,EPSG-Usa OK,34,1405,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (21) (code 1494) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1731,NAD83 to WGS 84 (35),transformation,4269,4326,EPSG-PRVI,35,1335,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (22) (code 1495) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1732,NAD83 to WGS 84 (36),transformation,4269,4326,EPSG-Usa SD,36,1410,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (23) (code 1496) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1733,NAD83 to WGS 84 (37),transformation,4269,4326,EPSG-Usa TN,37,1411,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (24) (code 1497) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1734,NAD83 to WGS 84 (38),transformation,4269,4326,EPSG-Usa TX e,38,2379,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (25) (code 1498) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1735,NAD83 to WGS 84 (39),transformation,4269,4326,EPSG-Usa TX w,39,2380,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (26) (code 1499) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1736,NAD83 to WGS 84 (40),transformation,4269,4326,EPSG-Usa VA,40,1415,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (27) (code 1500) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1737,NAD83 to WGS 84 (41),transformation,4269,4326,EPSG-Usa OR WA,41,2381,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (28) (code 1501) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1738,NAD83 to WGS 84 (42),transformation,4269,4326,EPSG-Usa WI,42,1418,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (29) (code 1502) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1739,NAD83 to WGS 84 (43),transformation,4269,4326,EPSG-Usa CA n,43,2297,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (3) (code 1476) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1740,NAD83 to WGS 84 (44),transformation,4269,4326,EPSG-Usa WY,44,1419,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (30) (code 1503) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1741,NAD83 to WGS 84 (45),transformation,4269,4326,EPSG-Usa HI,45,1334,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (31) (code 1520) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1742,NAD83 to WGS 84 (46),transformation,4269,4326,EPSG-Usa IN,46,1383,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (32) (code 1521) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1743,NAD83 to WGS 84 (47),transformation,4269,4326,EPSG-Usa KS,47,1385,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (33) (code 1522) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1744,NAD83 to WGS 84 (48),transformation,4269,4326,EPSG-Usa NV,48,1397,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (34) (code 1523) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1745,NAD83 to WGS 84 (49),transformation,4269,4326,EPSG-Usa OH,49,1404,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (35) (code 1524) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1746,NAD83 to WGS 84 (50),transformation,4269,4326,EPSG-Usa UT,50,1413,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (36) (code 1525) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1747,NAD83 to WGS 84 (51),transformation,4269,4326,EPSG-Usa WV,51,1417,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (37) (code 1526) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1748,NAD83 to WGS 84 (52),transformation,4269,4326,EPSG-Usa IL,52,1382,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (38) (code 1553) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1749,NAD83 to WGS 84 (53),transformation,4269,4326,EPSG-Usa NJ,53,1399,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (39) (code 1554) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1750,NAD83 to WGS 84 (54),transformation,4269,4326,EPSG-Usa CA s,54,2298,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (4) (code 1477) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/04/27,2004.360,1,0
+1751,Amersfoort to ETRS89 (1),transformation,4289,4258,NCG-Nld 2000,1,1275,Accuracy 0.5m,0.5,9607,,,Replaced by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.,http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/03/22,2005.080 2005.180 2005.460 2007.043,1,0
+1752,NAD83 to NAD83(CSRS98) (3),transformation,4269,4140,AB Env-Can AB,3,2376,?,,9615,,,"This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1702.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham at gov.ab.ca,OGP,2000/10/19,,1,1
+1753,CH1903 to WGS 84 (1),transformation,4149,4326,BfL-CH 1,1,1286,?,1,9607,,,Implemented in Bundesamt für Landestopographie programme GRANIT. Used from 1987 to 1997. Not recommended for current usage - replaced by CH1903 to WGS 84 (2) (code 1766).,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,OGP,2007/03/22,2006.992 2007.043,1,0
+1754,Minna to WGS 84 (3),transformation,4263,4326,SHL-Nga S,3,2371,Oil exploration.,5,9606,,,"Used by Shell SPDC throughout southern Nigeria onshore, delta and shallow offshore from 1994; adopted by Total for offshore OPL246.",Shell Petroleum Development Company,OGP,2002/03/15,2001.380 2002.290,1,0
+1755,Bogota 1975 (Bogota) to Bogota 1975 (1),transformation,4802,4218,IGAC-Col,1,1070,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,2001.390 2006.890,1,0
+1756,Lisbon (Lisbon) to Lisbon (1),transformation,4803,4207,IGC-Prt,1,1294,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,2001.390 2003.234 2006.890,1,0
+1757,MGI (Ferro) to MGI (1),transformation,4805,4312,BEV-Aut balk,1,1321,Change of prime meridian.,0,9601,,,,OGP,OGP,2007/08/27,2001.390 2002.570 2006.890 2007.072,1,0
+1758,Padang (Jakarta) to Padang (1),transformation,4808,4280,EPSG-Idn Sumatra,1,1355,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,2001.390 2006.890,1,0
+1759,Batavia (Jakarta) to Batavia (1),transformation,4813,4211,EPSG-Idn Java,1,1285,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,2001.390 2006.890,1,0
+1760,RT38 (Stockholm) to RT38 (1),transformation,4814,4308,NLS-Swe,1,1225,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,2001.390 2006.890,1,0
+1761,Greek (Athens) to Greek (1),transformation,4815,4120,NTU-Grc,1,1106,Change of prime meridian.,0,9601,,,,Topography Department; National Technical University of Athens.,OGP,2006/10/13,2001.390 2006.890,1,0
+1762,NGO 1948 (Oslo) to NGO1948 (1),transformation,4817,4273,NGO-Nor,1,1352,Change of prime meridian.,0,9601,,,,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",OGP,2006/10/13,2001.390 2006.890,1,0
+1763,NTF (Paris) to NTF (1),transformation,4807,4275,IGN-Fra,1,1096,Change of prime meridian.,0,9601,,,,IGN Paris.,OGP,2001/10/04,2001.390,1,0
+1764,NTF (Paris) to NTF (2),transformation,4807,4275,RGS,2,1096,Change of prime meridian.,0,9601,,,OGP prefers value from IGN Paris (code 1763).,Royal Geographic Society; London,OGP,2001/10/04,2001.390 2002.740,1,0
+1765,Bern 1898 (Bern) to CH1903 (1),transformation,4801,4149,BfL-CH,1,1286,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,2001.390 2006.890,1,0
+1766,CH1903 to WGS 84 (2),transformation,4149,4326,BfL-CH 2,2,1286,Accuracy 1.5 metres.,1.5,9603,,,These parameters are derive from CH1903+ to ETRS89 (code 1647) and are used at lesser precision from CH1903 to WGS 84 as an approximation which is within the accuracy of the distortions in the CH1903 network. Replaces CH1903 to WGS 84 (1) (code 1753).,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,OGP,2007/03/22,2001.390 2006.992 2007.043,1,0
+1767,REGVEN to SIRGAS (1),transformation,4189,4170,CN-Ven,1,1251,Accuracy 2 centimetres.,0.02,9603,,,,Instituto Geografia de Venezuela Simon Bolivar,OGP,2001/11/06,,1,0
+1768,REGVEN to WGS 84 (1),transformation,4189,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,1,9603,,,,OGP,OGP,2001/11/06,,1,0
+1769,PSAD56 to REGVEN (1),transformation,4248,4189,IGSB-Ven,1,1251,?,15,9636,,,May be taken as transformation to WGS 84 - see PSAD56 to WGS 84 (13) (code 1095).,Instituto Geografia de Venezuela Simon Bolivar,OGP,2006/12/29,2006.993,1,0
+1770,PSAD56 to WGS84 (1),transformation,4248,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,,9636,,,Parameter vales are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/11/06,,1,1
+1771,La Canoa to REGVEN (1),transformation,4247,4189,IGSB-Ven,1,1251,?,15,9636,,,May be used as transformation to WGS 84 - see La Canoa to WGS 84 (2) (code 1096),Instituto Geografia de Venezuela Simon Bolivar,OGP,2006/12/29,2006.993,1,0
+1772,La Canoa to WGS84 (1),transformation,4247,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,,9636,,,Parameter values are from La Canoa to REGVEN (1) (code 1771) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/11/06,,1,1
+1773,POSGAR 98 to WGS 84 (1),transformation,4190,4326,EPSG-Arg,1,1033,Approximation at the +/- 1m level.,1,9603,,,,OGP,OGP,2001/11/06,,1,0
+1774,POSGAR 98 to SIRGAS (1),transformation,4190,4170,IGM-Arg,1,1033,POSGAR 98 is a densification of SIRGAS.,0,9603,,,,ISBN 85-240-0647-1. Sistema de Referência Geocêntrico para a América do Sul: Relatório Final. IGBE Rio de Janeiro 1997.,OGP,2001/11/06,,1,0
+1775,Pulkovo 1942(83) to ETRS89 (2),transformation,4178,4258,IfAG-Deu E 0.1m,2,3396,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 35 points of the German GPS Network DREF. From 2001 replaces Pulkovo 1942(83) to ETRS89 (1) (code 1674) within Mecklenburg-Vorpommern and Sachsen-Anhalt.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/03/22,2005.180 2006.410 2007.043,1,0
+1776,DHDN to ETRS89 (2),transformation,4314,4258,IfAG-Deu W 3m,2,2326,For applications with an accuracy at 3 m level,3,9606,,,Mean of 109 stations. Replaces DHDN to ETRS89 (1) (tfm code 1309). May be taken as approximate transformation DHDN to WGS 84 - see code 1777.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/03/22,2005.180 2006.691 2007.043,1,0
+1777,DHDN to WGS 84 (2),transformation,4314,4326,EPSG-Deu W 3m,2,2326,For applications with an accuracy at 3 m level,3,9606,,,Parameter values from DHDN to ETRS89 (2) (code 1776) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces DHDN to WGS 84 (1) (tfm code 1673).,OGP,OGP,2007/03/22,2006.691 2007.043,1,0
+1778,DHDN to ETRS89 (3),transformation,4314,4258,IfAG-Deu W-S,3,2543,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 10 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+1779,DHDN to ETRS89 (4),transformation,4314,4258,IfAG-Deu W-cen,4,2542,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 27 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+1780,DHDN to ETRS89 (5),transformation,4314,4258,IfAG-Deu W-N,5,2541,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 21 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+1781,DHDN to ETRS89 (6),transformation,4314,4258,IfAG-Deu Thur,6,2544,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 10 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,1
+1782,DHDN to ETRS89 (7),transformation,4314,4258,IfAG-Deu Sach,7,2545,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 35 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,1
+1783,ED50 to ETRS89 (9),transformation,4230,4258,HGK-Tur,9,1237,For applications to an accuracy of 2 metres.,2,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1784.,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/11/06,,1,0
+1784,ED50 to WGS 84 (30),transformation,4230,4326,EPSG-Tur,30,1237,For applications to an accuracy of 2 metres.,2,9606,,,Parameter values from ED50 to ETRS89 (9) (code 1783). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/11/06,,1,0
+1785,MGI to ETRS89 (3),transformation,4312,4258,GURS-Svn,3,1212,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation MGI to WGS 84 - see code 1786.,Geodetska Uprava Republike Slovenij via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+1786,MGI to WGS 84 (5),transformation,4312,4326,EPSG-Svn,5,1212,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from MGI to ETRS89 (3) (code 1785). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2001/11/06,,1,0
+1787,RT90 to ETRS89 (2),transformation,4124,4258,NLS-Swe 2001,2,1225,Accuracy 0.1m.,,9607,,,Derived at 165 points. Supersedes RT90 to ETRS89 (1) (code 1437). May be taken as approximate transformation RT90 to WGS 84 - see code 1787.,National Land Survey of Sweden (http://www.lm.se/geodesi/refsys/eng/refsys-eng.htm) via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/11/06,,1,1
+1788,RT90 to WGS 84 (2),transformation,4124,4326,EPSG-Swe 2001,2,1225,Approximation at the +/- 1m level.,,9607,,,Parameter values from RT90 to ETRS89 (1) (code 1787) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes RT90 to WGS 84 (1) (code 1680).,OGP,OGP,2001/11/06,,1,1
+1789,Dealui Piscului 1933 to WGS 84 (1),transformation,4316,4326,NAMR-Rom,1,1197,?,,9603,,,Parameter values taken from Pulkovo 1942 to WGS 84 (9) (code 1293) assuming that,Petromar and NAMR,OGP,2001/11/06,,1,1
+1790,Lisbon to ETRS89 (2),transformation,4207,4258,ICC-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,,9606,,,Derived in 2001. Supersedes Lisbon to ETRS89 (1) (code 1655).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/ Also given to greater precision (but no more accuracy) using the coordinate frame method at the IGEO website www.igeo.pt,OGP,2003/08/14,2002.720 2003.234,1,1
+1791,Lisbon to WGS 84 (2),transformation,4207,4258,EPSG-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,,9606,,,Parameter values from Lisbon to ETRS89 (2) (code 1790). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2002/01/18,,1,1
+1792,Datum 73 to ETRS89 (2),transformation,4274,4258,ICC-Prt 2001,2,1294,For applications to an accuracy of 1 metre.,,9606,,,Derived in 2001. Supersedes Datum 73 to ETRS89 (1) (code 1657).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2003/08/14,2002.720 2003.233,1,1
+1793,Datum 73 to WGS 84 (2),transformation,4274,4258,EPSG-Prt 2001,2,1294,For applications to an accuracy of 1 metre.,,9606,,,Parameter values from Datum 73 to ETRS89 (2) (code 1792). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2002/01/18,,1,1
+1794,MGI to WGS 84 (6),transformation,4312,4326,JPet-Yug,6,3536,Oil industry,999,9603,,,For more accurate transformation see MGI to WGS 84 (7) (code 1795).,Jugopetrol,OGP,2002/01/18,,1,0
+1795,MGI to WGS 84 (7),transformation,4312,4326,JPET-Yug MB,7,3536,Oil industry,999,9636,,,,Jugopetrol,OGP,2002/01/18,,1,0
+1796,Manoca 1962 to WGS 84 (1),transformation,4193,4326,ELF94-Cmr,1,2555,Oil industry,0.5,9603,,,"Derived at two points, checked at a third by Stolt Comex Seaway and Geoid for Elf.",TotalFinaElf,OGP,2002/01/18,,1,0
+1797,Qornoq 1927 to WGS 84 (1),transformation,4194,4326,DMA-Grl S,1,2407,"For military purposes. Accuracy 25m, 25m and 32m in X, Y and Z axes.",48,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1798,Qornoq 1927 to WGS 84 (2),transformation,4194,4326,KMS-Grl,2,3362,Topographic mapping.,1,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2006/03/16,2006.220,1,0
+1799,Scoresbysund 1952 to WGS 84 (1),transformation,4195,4326,KMS-Grl Scosd,1,2570,Topographic mapping.,1,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+1800,Ammassalik 1958 to WGS 84 (1),transformation,4196,4326,KMS-Grl Ammlk,1,2571,Topographic mapping.,1,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+1801,Pointe Noire to WGS 84 (2),transformation,4282,4326,CGG94-Cog,2,2574,?,4,9603,,,Derived in 1994 by CGG/Topnav using DORIS system on various stations along the coastline.,TotalFinaElf,OGP,2002/02/08,,1,0
+1802,Pointe Noire to WGS 84 (3),transformation,4282,4326,ELF95-Cog,3,2574,Used by Elf since May 1995 for all offshore Congo operations.,0.15,9606,,,Derived by Geoid for Elf in May 1995 using GPS and IGS data by tying 4 geodetic points to ITRF93 epoch 1995.4.,TotalFinaElf,OGP,2002/02/08,,1,0
+1803,AGD66 to GDA94 (11),transformation,4202,4283,ICSM-Aus 0.1m,11,2575,0.1m accuracy.,0.1,9615,,,"Replaces AGD66 to GDA94 variants 6, 7 and 10 (codes 1506 1507 1596). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.",GDA Technical Manual. http://www.icsm.gov.au/gda,OGP,2006/01/02,2005.860 2006.010,1,0
+1804,AGD84 to GDA94 (5),transformation,4203,4283,Auslig-Aus 0.1m,5,2576,0.1m accuracy.,0.1,9615,,,Replaces AGD84 to GDA94 (4) (code 1593) which itself replaced variant 3 (code 1559). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,GDA Technical Manual. http://www.icsm.gov.au/gda,OGP,2007/03/22,2004.182 2006.010 2007.043,1,0
+1805,Garoua to WGS 72BE (1),transformation,4197,4324,ELF-Cmr,1,2590,Oil industry exploration.,5,9603,,,Derived in 1981 by Decca Survey France for Elf Serepca.,TotalFinaElf,OGP,2002/02/12,,1,0
+1806,Kousseri to WGS 72BE (1),transformation,4198,4324,ELF-Cmr,1,2591,Oil industry expoloration.,5,9603,,,Derived in 1981 by Decca Survey France for Elf Serepca.,TotalFinaElf,OGP,2002/02/12,,1,0
+1807,Pulkovo 1942 to WGS 84 (13),transformation,4284,4326,BP-Aze Aioc95,13,1038,Oil industry operations by AIOC prior to 1997.,10,9606,,,Derived via WGS72 values taken from SOCAR Magnavox 1502 manual. Used by AIOC 1995-1997 then replaced by the AIOC97 values (tfm code 1808).¶Do not confuse with AIOC95 vertical datum as used in southern Caspian Sea and at Sangachal terminal by AIOC.,BP,OGP,2007/03/22,2007.043,1,0
+1808,Pulkovo 1942 to WGS 84 (14),transformation,4284,4326,BP-Aze Aioc97,14,2593,Oil industry operations.,5,9606,,,"Mean of 3 stations in western Georgia, 4 stations in eastern Georgia and 4 stations in eastern Azerbaijan. Derived for use on AIOC early oil western export pipeline, but adopted for all AIOC work replacing the 1995 AIOC transformation (code 1807).",BP,OGP,2007/03/22,2007.043,1,0
+1809,Pulkovo 1942 to WGS 84 (15),transformation,4284,4326,TFE-Aze97,15,2594,Oil industry operations.,2,9606,,,Parameter values calculated by Elf Exploration and Production based on geodetic survey carried out by Azerbaijan State Committee for Geodesy and Cartography.,TotalFinaElf,OGP,2002/02/12,,1,0
+1810,ED50 to WGS 84 (31),transformation,4230,4326,wgc72-Egy,31,2595,Oil industry exploration and production operations.,15,9606,,,Derived via concatenation through WGS72. The ED50 to WGS72 step is the Sepplin 1974 value for all Europe.,Western Geophysical,OGP,2002/02/12,,1,0
+1811,PSAD56 to WGS 84 (12),transformation,4248,4326,PB-Braz N,12,1754,Oil industry exploration.,10,9603,,,Used by Petrobras for shelf operations.,Petrobras,OGP,2002/02/12,,1,0
+1812,Indian 1975 to WGS 84 (4),transformation,4240,4326,Auslig-Tha,4,1231,Cadastral survey.,3,9606,,,,Auslig via GPS World.,OGP,2002/02/12,,1,0
+1813,Batavia to WGS 84 (2),transformation,4211,4326,ARCO-Idn ONWJ,2,2577,Oil industry operations.,5,9603,,,Used by ARCO offshore NW Java area.,Arco geodetic database,OGP,2002/02/12,,1,0
+1814,Batavia to WGS 84 (3),transformation,4211,4326,KOM-Idn EJGP,3,2588,Oil industry operations.,5,9603,,,Used by PT Komaritim for Nippon Steel during East Java Gas Pipeline construction.,PT Komaritim report S808/91.,OGP,2002/02/12,,1,0
+1815,Nord Sahara 1959 to WGS 84 (4),transformation,4307,4326,BP-Alg D3,4,2598,Oil industry operations.,5,9606,,,Used by BP in District 3 and In Salah Gas.,BP,OGP,2002/02/12,,1,0
+1816,Nord Sahara 1959 to WGS 84 (5),transformation,4307,4326,BPA-Alg InAm,5,2599,Oil industry operations.,100,9603,,,Derived at astro station central to concession. Significant and varying differences (>100m) at 4 neighbouring astro stations.,BP,OGP,2002/02/12,,1,0
+1817,Nord Sahara 1959 to WGS 84 (6),transformation,4307,4326,ARCO-Alg HBR,6,2600,Oil industry operations.,100,9603,,,Derived at astro station Guerrara.,Arco geodetic database,OGP,2002/02/12,,1,0
+1818,Minna to WGS 84 (4),transformation,4263,4326,RSL-Nga,4,1717,Oil industry operations.,8,9606,,,Concatenated via WGS 72BE.,Racal Survey Nigeria,OGP,2004/04/27,2004.160,1,0
+1819,Minna to WGS 84 (5),transformation,4263,4326,SPD-Nga S,5,2371,Oil industry operations.,,9606,,,Used by Shell in southern Nigeria and Total in OPL246.,TotalFinaElf,OGP,2002/02/12,,1,1
+1820,Minna to WGS 84 (6),transformation,4263,4326,CON89-Nga,6,1717,Oil industry operations.,12,9603,,,Derived by Nortech at station L40 Minna using NNPC 1989 GPS network tied to 4 ADOS stations. Used by Conoco in OPLs 219-220 to cm precision and ExxonMobil in OPL 209 to dm precision..,TotalFinaElf,OGP,2002/07/16,2002.290,1,0
+1821,Minna to WGS 84 (7),transformation,4263,4326,ELF94-Nga,7,1717,Oil industry operations.,3,9603,,,"Derived by Elf Petroleum Nigeria in 1994 at 3 stations (M101 onshore, offshore platforms XSW06 and XSV39) and used in OMLs 99-102 and OPLs 222-223.",TotalFinaElf,OGP,2002/07/16,2002.290,1,0
+1822,Minna to WGS 84 (8),transformation,4263,4326,SHL-Nga OPL W,8,1717,Oil industry exploration and production.,10,9603,,,"Used by Shell SNEPCO for OPLs 209-213 and 316. Derived during 1990 Niger Delta control survey at 4 stations (XSU27, 30 31 and 35).",Shell Nigeria Exploration and Production Company,OGP,2002/03/15,,1,0
+1823,Minna to WGS 84 (9),transformation,4263,4326,SHL-Nga OPL S,9,1717,Oil industry exploration and production.,10,9603,,,"Used by Shell SNEPCO for OPLs 217-223. Derived during 1990 Niger Delta control survey at 4 stations (XSU38, 41, 44 and 45).",Shell Nigeria Exploration and Production Company,OGP,2002/03/15,,1,0
+1824,Minna to WGS 84 (10),transformation,4263,4326,SHL-Nga Gongola,10,2371,Oil industry exploration and production.,25,9603,,,Used by Shell SNEPCO for Gongola basin.,Shell International Exploration and Production,OGP,2002/03/15,,1,0
+1825,Hong Kong 1980 to WGS 84 (1),transformation,4611,4326,LSD-HKG 2002,1,1118,Accuracy to 1m level.,1,9606,,,Published 1st March 2002.,"Geodetic Survey Section, Survey and Mapping Office, Lands Department, Hong Kong. http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2002/06/22,,1,0
+1826,JGD2000 to WGS 84 (1),transformation,4612,4326,EPSG-Jpn,1,1129,Approximation at the +/- 1m level.,1,9603,,,,OGP,OGP,2002/06/22,,1,0
+1827,Tokyo + JSLD to WGS 84 (6),transformation,7414,4326,GSI-Jpn 452141,6,2425,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2004/05/09,2004.380,1,1
+1828,Yoff to WGS 72 (1),transformation,4310,4322,DMA-SEN,1,1207,Military survey.,25,9603,,,,DMA,OGP,2002/06/22,,1,0
+1829,HD72 to ETRS89 (1),transformation,4237,4258,FOMI-Hun,1,1119,Accuracy at decimetre level throughout Hungary.,0.1,9607,,,May be taken as approximate transformation HD72 to WGS 84 - see code 1830.,Institute of Geodetic Survey and Remote Sensing (FOMI) reflected at http://lazarus.elte.hu/gb/geodez/geod5.htm,OGP,2002/06/22,,1,0
+1830,HD72 to WGS 84 (1),transformation,4237,4326,EPSG-Hun,1,1119,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,1,9607,,,Parameter values taken from HD72 to ETRS89 (1) (code 1829) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2002/06/22,,1,0
+1831,HD72 to WGS 84 (2),transformation,4237,4326,ELTE-Hun,2,1119,Accuracy better than 1m in all three dimensions throughout Hungary.,1,9603,,,Derived at fundamental point Szolohegy and tested at 99 stations throughout Hungary.,"Timar, Molnar and Pasztor; Eotvos University, in Geodezia es Kartografia 54(1) pp11-16. www.fomi.hu/internet/magyar/szaklap/geodkart.htm",OGP,2002/06/22,,1,0
+1832,ID74 to WGS 84 (2),transformation,4238,4326,Rac91-Idn,2,1122,For oil industry purposes.,25,9606,,,Derived via coordinates of 2 Pulse8 stations. Use of ID74 to WGS 84 (3) (code 1833) is recommended.,Racal Survey,OGP,2006/08/25,2006.810,1,0
+1833,ID74 to WGS 84 (3),transformation,4238,4326,Bak-Idn,3,1122,"Standard deviations of translations are 1.3, 1.1 and 3.6m, of rotations 0.11, 0.06 and 0.04 sec and ppm 0.18.",3,9607,,,Parameter values from ID74 to DGN95 (1) (code 15911) assuming that DGN95 is equivalent to WGS 84 within the accuracy of the transformation.,Bakosurtanal.,OGP,2006/08/25,2006.810,1,0
+1834,Segara to WGS 84 (1),transformation,4294,4326,NIMA-Idn Kal,1,2354,For military purposes.,,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,OGP,2002/06/22,,1,1
+1835,Segara to WGS 84 (2),transformation,4294,4326,Shl-Idn Kal E,2,1360,Oil exploration.,,9603,,,,Shell,OGP,2002/06/22,,1,1
+1836,Segara to WGS 84 (3),transformation,4294,4326,Shl-Idn Kal NE,3,2770,Oil exploration.,,9603,,,,Shell,OGP,2002/06/22,,1,1
+1837,Makassar to WGS 84 (1),transformation,4257,4326,Shl-Idn Sul SW,1,1316,Oil exploration.,999,9603,,,,Shell,OGP,2002/06/22,,1,0
+1838,Segara to WGS 84 (4),transformation,4613,4326,TOT-Idn Mah,4,1328,Oil exploration.,1,9603,,,Datum shift derived through ITRF93.,Total Indonesia.,OGP,2002/06/22,,1,0
+1839,Beduaram to WGS 72BE (1),transformation,4213,4324,ELF-Ner SE,1,2771,Oil exploration. Accuracy estimated at 15m.,15,9603,,,Derived by Elf in 1986.,TotalFinaElf,OGP,2006/02/10,2006.170,1,0
+1840,QND95 to WGS 84 (1),transformation,4614,4326,CGIS-Qat,1,1346,Parameter values are defined and therefore exact.,0,9606,,,"Transformation defines QND95. May be approximated to 1m throughout Qatar by geocentric translation transformation with dX=-127.78098m, dY=-283.37477m, dZ=+21.24081m.",Qatar Centre for Geographic Information.,OGP,2002/06/28,,1,0
+1841,ATS77 to NAD83(CSRS) (1),transformation,4122,4617,GIC-Can NB,1,1447,Accuracy 1-2 metres.,1.5,9615,,,Introduced in 1999. Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1688.,New Brunswick Geographic Information Corporation land and water information standards manual.,OGP,2002/07/13,,1,0
+1842,NAD83(CSRS) to WGS 84 (1),transformation,4617,4326,EPSG-Can,1,1061,Approximation at the +/- 1m level assuming that NAD83(CSRS) is equivalent to WGS 84.,1,9603,,,For many purposes NAD83(CSRS) can be considered to be coincident with WGS 84.,OGP,OGP,2007/05/29,2007.026,1,0
+1843,NAD83 to NAD83(CSRS) (1),transformation,4269,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,1.5,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1696.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,OGP,2002/07/13,,1,0
+1844,NAD27 to NAD83(CSRS) (1),transformation,4267,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,1.5,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1692.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,OGP,2002/07/13,,1,0
+1845,NAD27(CGQ77) to NAD83(CSRS) (1),transformation,4609,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,1.5,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(CGQ77) (code 4609) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD27(CGQ77) to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,OGP,2002/07/13,,1,0
+1846,ATS77 to NAD83(CSRS) (2),transformation,4122,4617,PEI DOT-Can PEI,2,1533,Accuracy 1-2 metres.,1.5,9615,,,Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1689.,PEI Department of Transportation & Public Works,OGP,2002/07/13,,1,0
+1847,NAD27 to NAD83(CSRS) (2),transformation,4267,4617,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,1.5,9615,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1703.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,OGP,2002/07/13,,1,0
+1848,NAD83 to NAD83(CSRS) (2),transformation,4269,4617,SK PMC-Can SK,2,2375,Accuracy 1-2 metres.,1.5,9615,,,Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1697.,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,OGP,2002/07/13,,1,0
+1849,NAD83 to NAD83(CSRS) (3),transformation,4269,4617,AB Env-Can AB,3,2376,Accuracy 1-2 metres.,1.5,9615,,,"This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1702.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www3.gov.ab.ca/env/land/dos/,OGP,2005/09/29,2005.460,1,0
+1850,ATS77 to NAD83(CSRS) (3),transformation,4122,4617,NSGC-Can NS,3,2313,Accuracy 1-2 metres.,1.5,9615,,,Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1851.,Nova Scotia Geomatics Centre - Contact aflemmin at linux1.nsgc.gov.ns.ca or telephone 902-667-6409,OGP,2002/11/18,2002.830,1,0
+1851,ATS77 to WGS 84 (3),transformation,4122,4326,EPSG-Can NS,2,2313,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from ATS77 to NAD83(CSRS) (3) (code 1850) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2002/07/13,,1,0
+1852,Timbalai 1948 to WGS 84 (4),transformation,4298,4326,SSB-Mys E,4,2780,Oil exploration.,5,9606,,,Derived by Racal Survey for SSB at 24 coastal stations (including Timbalai fundamental point and 6 other primary triangulation stations) between in Sabah (Kudat southwards) and Sarawak (Sibu northwards).,Sarawak Shell Berhad,OGP,2002/07/13,,1,0
+1853,ED50 to WGS 84 (39),transformation,4230,4326,Ent-Ire Corrib,39,2961,Used by Enterprise for Corrib.,5,9603,,,Derived at a single point in Galway docks.,Shell UK.,OGP,2004/09/07,,1,0
+1854,FD58 to WGS 84 (2),transformation,4132,4326,TFE-Irn Lavan,2,2782,Oil Exploration,0.5,9603,,,Derived by Geoid for Elf in 1999. EGM96 geoid used.,TotalFinaElf,OGP,2002/07/13,,1,0
+1855,FD58 to WGS 84 (3),transformation,4132,4326,TFE-Irn Kharg,3,2781,Oil Exploration,0.5,9603,,,Derived by Geoid for Elf in 1999. EGM96 geoid used.,TotalFinaElf,OGP,2002/07/13,,1,0
+1856,ED50(ED77) to WGS 84 (3),transformation,4154,4326,TFE-Irn SPars,3,2783,Petroleum Exploration and Production.,0.5,9603,,,Derived in Kangan district by Geoid for Total in 1998. Used for South Pars phases 2 and 3.,TotalFinaElf,OGP,2002/07/13,,1,0
+1857,ED50(ED77) to WGS 84 (4),transformation,4154,4326,TFE-Irn Lavan,4,2782,Petroleum Exploration and Production.,0.5,9603,,,Derived in 1999 on Lavan island by Geoid for Elf.,TotalFinaElf,OGP,2002/07/13,,1,0
+1858,ED50(ED77) to WGS 84 (5),transformation,4154,4326,TFE-Irn Kharg,5,2781,Petroleum Exploration and Production.,0.5,9603,,,Derived by Geoid for Elf in 1999. EGM96 geoid used.,TotalFinaElf,OGP,2002/07/13,,1,0
+1859,ELD79 to WGS 84 (1),transformation,4159,4326,REP-Lby MZQ,1,2785,Oil Exploration,20,9603,,,"Used by Repsol in Murzuq field, and PetroCanada and previous licence holders in NC177 and 72 (En Naga field). Reliability of connection to ELD79 questionned.",Oil industry sources.,OGP,2006/09/21,2004.700 2006.570,1,0
+1860,ELD79 to WGS 84 (2),transformation,4159,4326,TFE-Lby MZQ,2,2785,Oil Exploration. 3-dimensional SD at 11 points is 0.5m.,0.5,9603,,,Derived December 2001 by NAGECO. Connected to ITRF via Remsa 2000 data. Used by TotalFinaElf.,TotalFinaElf,OGP,2002/07/16,,1,0
+1861,ELD79 to WGS 84 (3),transformation,4159,4326,TFE-Lby MBK94,3,2786,Oil Exploration,2,9603,,,Derived by GEOID in 1994 from Transit satellite data. Used by TotalFinaElf.,TotalFinaElf,OGP,2002/07/16,,1,0
+1862,ELD79 to WGS 84 (4),transformation,4159,4326,TFE-Lby MBK00,4,2786,Oil Exploration,0.5,9606,,,Derived by Geoid in 2000 from ITRF connection by NAGECO for TotalFinaElf. For historic compatibility TFE use the 1994 tfm ELD79 to WGS 84 (3) (code 1861) rather than this transformation.,TotalFinaElf,OGP,2007/01/17,2007.006,1,0
+1863,ELD79 to WGS 84 (5),transformation,4159,4326,GMRA-Lby,5,2786,Engineering survey and oil exploration,6,9607,,,Derived for the Great Man-made River Authority (GMRA).,Norsk Hydro,OGP,2005/09/19,2005.510,1,0
+1864,SAD69 to WGS 84 (1),transformation,4618,4326,DMA-mean,1,1341,"For military purposes only. Accuracy 15m, 6m and 9m in X, Y and Z axes.",19,9603,,,Derived at 84 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1865,SAD69 to WGS 84 (2),transformation,4618,4326,DMA-Arg,2,1033,For military purposes only. Accuracy 5m in each axis.,9,9603,,,Derived at 10 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1866,SAD69 to WGS 84 (3),transformation,4618,4326,DMA-Bol,3,1049,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1867,SAD69 to WGS 84 (4),transformation,4618,4326,DMA-Bra,4,1053,"For military purposes only. Accuracy 3m, 5m and 5m in X, Y and Z axes.",8,9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1868,SAD69 to WGS 84 (5),transformation,4618,4326,DMA-Chile,5,1066,"For military purposes only. Accuracy 15m, 8m and 11m in X, Y and Z axes.",21,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1869,SAD69 to WGS 84 (6),transformation,4618,4326,DMA-Col,6,1070,"For military purposes only. Accuracy 6m, 6m and 5m in X, Y and Z axes.",10,9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1870,SAD69 to WGS 84 (7),transformation,4618,4326,DMA-Ecu,7,3241,For military purposes. Accuracy 3m in each axis.,6,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1871,SAD69 to WGS 84 (8),transformation,4618,4326,DMA-Ecu Gal,8,2356,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1872,SAD69 to WGS 84 (9),transformation,4618,4326,DMA-Guy,9,1114,"For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.",12,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1873,SAD69 to WGS 84 (10),transformation,4618,4326,DMA-Pgy,10,1188,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1874,SAD69 to WGS 84 (11),transformation,4618,4326,DMA-Peru,11,1189,For military purposes. Accuracy 5m in each axis.,9,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1875,SAD69 to WGS 84 (12),transformation,4618,4326,DMA-Tto,12,1235,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1876,SAD69 to WGS 84 (13),transformation,4618,4326,DMA-Ven,13,1251,"For military purposes only. Accuracy 3m, 6m and 3m in X, Y and Z axes.",8,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1877,SAD69 to WGS 84 (14),transformation,4618,4326,IGBE-Bra,14,1053,Medium and small scale mapping.,5,9603,,,Derived by Brazilean Institute of Geography and Statistics (IGBE) in 1989. Used by ANP.,Agencia Nacional do Petroleo (ANP).,OGP,2002/09/19,,1,0
+1878,SWEREF99 to ETRS89 (1),transformation,4619,4258,NLS-Swe,1,1225,Geodetic survey.,0,9603,,,Can be taken as an approximate transformation SWEREF99 to WGS 84 - see code 1879.,National Land Survey,OGP,2002/09/19,,1,0
+1879,SWEREF99 to WGS 84 (1),transformation,4619,4326,EPSG-Swe,1,1225,Geographic Information Systems.,1,9603,,,Parameter values taken from SWEREF to ETRS89 (1) (code 1878) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2002/09/19,,1,0
+1880,Point 58 to WGS 84 (1),transformation,4620,4326,NIMA-Bfa Ner,1,2791,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at one point in each of Burkina Faso and Niger.,NIMA TR8350.2,OGP,2002/09/19,,1,0
+1881,Carthage (Paris) to Carthage (1),transformation,4816,4223,IGN-Fra,1,1236,Change of prime meridian.,0,9601,,,,IGN Paris.,OGP,2006/10/13,2006.890,1,0
+1882,Nord Sahara 1959 (Paris) to Nord Sahara 1959 (1),transformation,4819,4307,IGN-Fra,1,1026,Change of prime meridian.,0,9601,,,,IGN Paris.,OGP,2006/10/13,2006.890,1,1
+1883,Segara (Jakarta) to Segara (1),transformation,4820,4613,EPSG-Idn Kal E,1,1360,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,2006.890,1,0
+1884,S-JTSK (Ferro) to S-JTSK (1),transformation,4818,4156,EPSG-Cze,1,1306,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,2006.890,1,0
+1885,Azores Oriental 1940 to WGS 84 (1),transformation,4184,4326,DMA-Prt Az E,1,1345,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",OGP,2005/09/29,2005.200 2005.460,1,0
+1886,Azores Central 1948 to WGS 84 (1),transformation,4183,4326,DMA-Prt Az C,1,1301,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 5 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",OGP,2005/09/29,2003.231 2005.200 2005.210 2005.460,1,0
+1887,Azores Occidental 1939 to WGS 84 (1),transformation,4182,4326,DMA-Prt Az W,1,1344,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",OGP,2007/01/04,2005.200 2005.210 2005.460 2006.890,1,0
+1888,Porto Santo to WGS 84 (1),transformation,4615,4326,DMA-Prt Mad,1,1314,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",OGP,2007/01/04,2003.231 2005.200 2005.460 2006.890,1,0
+1889,Selvagen Grande to WGS 84 (1),transformation,4616,4326,DMA-Prt Sel,1,2779,For military purposes only. Accuracy 25m in each axis.,,9603,,,Derived at 1 station.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://164.214.2.59/GandG/tr8350_2.html",OGP,2002/09/19,,1,1
+1890,Australian Antarctic to WGS 84 (1),transformation,4176,4326,EPSG-Ata Aus,1,1031,Approximation at the +/- 1m level assuming that Australian Antarctic is equivalent to WGS 84.,1,9603,,,For many purposes Australian Antarctic can be considered to be coincident with WGS 84.,OGP,OGP,2002/09/19,,1,0
+1891,Greek to GGRS87 (1),transformation,4120,4121,HGS-Grc,1,1106,Better than 5m throughout Greece.,5,9619,,,More accurate polynomial transformations between Greek / Hatt projection zones and GGRS87 / Greek Grid are available from the Military Geographic Service.,Hellenic Petroleum,OGP,2002/09/19,,1,0
+1892,Hito XVIII 1963 to WGS 84 (2),transformation,4254,4326,NIMA-Chl,2,2805,Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations. As the source CRS was used for the border survey this transformation is probably also applicable to adjacent areas of Argentina.,,OGP,2005/05/27,2005.210,1,0
+1893,Puerto Rico to WGS 84 (3),transformation,4139,4326,NIMA-Pri,3,1335,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1894,Gandajika 1970 to WGS 84 (1),transformation,4233,4326,NIMA-Mdv,3,1152,For military purposes only. Accuracy 25m in each axis.,25,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,OGP,2002/09/19,,1,1
+1895,RT90 to SWEREF99 (1),transformation,4124,4619,NLS-Swe 2001,1,1225,Accuracy 0.1m.,0.1,9607,,,Derived at 165 points in 2001. Also given by EuroGeographics as RT90 to ETRS89 using the Position Vector transformation method. Replaces RT90 to ETRS89 (1) (code 1437). May be taken as approximate transformation RT90 to WGS 84 - see code 1896.,National Land Survey of Sweden (http://www.lantmateriet.se/) via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/03/22,2005.180 2005.460 2007.043,1,0
+1896,RT90 to WGS 84 (2),transformation,4124,4326,EPSG-Swe 2001,2,1225,Approximation at the +/- 1m level.,1,9607,,,Parameter values from RT90 to SWEREF99 (1) (code 1895) assuming that SWEREF99 is equivalent to WGS 84 within the accuracy of the transformation. Replaces RT90 to WGS 84 (1) (code 1680).,OGP,OGP,2007/03/22,2007.043,1,0
+1897,Segara to WGS 84 (1),transformation,4613,4326,NIMA-Idn Kal,1,2354,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,OGP,2005/09/29,2005.200 2005.210 2005.460,1,0
+1898,Segara to WGS 84 (2),transformation,4613,4326,Shl-Idn Kal E,2,1360,Oil exploration.,5,9603,,,,Shell,OGP,2002/11/18,,1,0
+1899,Segara to WGS 84 (3),transformation,4613,4326,Shl-Idn Kal NE,3,2770,Oil exploration.,10,9603,,,,Shell,OGP,2002/11/18,,1,0
+1900,NAD83(HARN) to WGS 84 (2),transformation,4152,4326,NGS-Usa ITRF94,2,1323,Historical record only - superseded - see remarks.,0.1,9607,,,Strictly between NAD83(HARN) and ITRF94(1996.0). Replaced by NAD83(HARN) to WGS 84 (3) (code 1901).,US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html,OGP,2007/03/22,2005.130 2007.043,1,0
+1901,NAD83(HARN) to WGS 84 (3),transformation,4152,4326,NGS-Usa ITRF96,3,1323,"Geodesy. Accuracy with respect to CORS at stations adjusted to HARN network is better than 0.05-0.07m. For locations outside a HARN network (i.e. NAD83), accuracy may be only 1m but will usually be better than 0.5m.",0.1,9607,,,Jointly derived by US NGS and Geodetic Survey of Canada as transformation to target CRS of ITRF96(1997.0) - see also tfm code 1946. In USA only replaces NAD83 to WGS 84 (2) (code 1900).,http://www.ngs.noaa.gov/CORS/Derivation.html,OGP,2007/03/22,2005.130 2007.043,1,0
+1902,Manoca 1962 to WGS 72BE (1),transformation,4193,4324,GOC-Cmr,1,2555,Oil exploration,5,9603,,,Derived at 6 stations using Transit in 1977.,Gulf Oil Company of Cameroon and Elf Cameroun (SEREPCA).,OGP,2006/02/02,2005.821,1,0
+1903,Fort Marigot to WGS 84 (1),transformation,4621,4326,IGN-Glp,1,2828,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2002/11/29,,1,0
+1904,Guadeloupe 1948 to WGS 84 (1),transformation,4622,4326,IGN-Glp 10m,1,2829,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2004/10/14,2004.561,1,0
+1905,Guadeloupe 1948 to WGS 84 (2),transformation,4622,4326,IGN-Glp 1m,2,2829,Accuracy +/- 0.1 metre.,0.1,9606,,,,IGN Paris.,OGP,2004/10/14,2004.561,1,0
+1906,CSG67 to WGS 84 (1),transformation,4623,4326,IGN-Guf,1,3105,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2005/04/24,2004.562,1,0
+1907,RGFG95 to WGS 84 (1),transformation,4624,4326,IGN-Guf,1,1097,Accuracy +/- 2 metres.,2,9603,,,,IGN Paris.,OGP,2002/11/29,,1,0
+1908,CSG67 to RGFG95 (1),transformation,4623,4624,IGN-Guf,1,3105,"Accuracy better than +/- 0.1 metre in the coastal area, better than +/- 1 metre in the interior.",1,9606,,,,IGN Paris.,OGP,2005/04/24,2004.562,1,0
+1909,Martinique 1938 to WGS 84 (1),transformation,4625,4326,IGN-Mtq 10m,1,1156,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2004/10/14,2004.561,1,0
+1910,Martinique 1938 to WGS 84 (2),transformation,4625,4326,IGN-Mtq 1m,2,1156,Accuracy +/- 0.1 metre.,0.1,9606,,,,IGN Paris.,OGP,2004/10/14,2004.561,1,0
+1911,Reunion 1947 to WGS 84 (1),transformation,4626,4326,IGN-Reu 30m,1,1196,Accuracy +/- 30 metres.,30,9603,,,Derived at 1 station.,IGN Paris.,OGP,2004/10/14,2004.561,1,1
+1912,RGR92 to WGS 84 (1),transformation,4627,4326,IGN-Reu,1,1196,Accuracy +/- 1 metre.,1,9603,,,,IGN Paris.,OGP,2002/11/29,,1,0
+1913,Tahaa 54 to WGS 84 (1),transformation,4629,4326,IGN-Pyf Tahaa,1,2812,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2002/11/29,,1,0
+1914,IGN72 Nuku Hiva to WGS 84 (1),transformation,4630,4326,IGN-Pyf,1,3129,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2005/08/12,2005.380,1,0
+1915,K0 1949 to WGS 84 (1),transformation,4631,4326,IGN-Atf Kerg,1,2816,Accuracy +/- 10 metres.,10,9603,,,Also published in US NIMA/NGA TR8350.2 which gives accuracy of +/-25m in each axis and states that derived at one station.,IGN Paris.,OGP,2002/11/29,,1,1
+1916,Combani 1950 to WGS 84 (1),transformation,4632,4326,IGN-Myt,1,1159,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2002/11/29,,1,0
+1917,IGN56 Lifou to WGS 84 (1),transformation,4633,4326,IGN-Ncl,1,2814,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2002/11/29,,1,1
+1918,IGN72 Grand Terre to WGS 84 (1),transformation,4634,4326,IGN-Ncl,1,1174,Accuracy +/- 10 metres.,,9603,,,,IGN Paris.,OGP,2002/11/29,,1,1
+1919,ST87 Ouvea to WGS 84 (1),transformation,4635,4326,BGN-Ncl,1,2813,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",OGP,2003/08/14,2003.241,1,1
+1920,RGNC 1991 to WGS 84 (1),transformation,4645,4326,IGN-Ncl,1,1174,Accuracy +/- 1 metre.,1,9603,,,,IGN Paris.,OGP,2002/11/29,,1,1
+1921,Petrels 1972 to WGS 84 (1),transformation,4636,4326,IGN-Ata Adel,1,2818,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2002/11/29,,1,0
+1922,Perroud 1950 to WGS 84 (1),transformation,4637,4326,IGN-Ata Adel,1,2818,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2002/11/29,,1,0
+1923,Saint Pierre et Miquelon 1950 to WGS 84 (1),transformation,4638,4326,IGN-Spm,1,1220,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2006/02/03,2006.060,1,0
+1924,Tahiti 52 to WGS 84 (1),transformation,4628,4326,IGN-Pyf,1,2811,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2002/11/29,,1,0
+1925,MOP78 to WGS 84 (1),transformation,4639,4326,IGN-Wlf Wallis,1,2815,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2002/11/29,,1,1
+1926,Reunion 1947 to RGR92 (1),transformation,4626,4627,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,0.1,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. Errors of up to 0.5m may occur. For the reverse transformation use RGR92 to Reunion 1947 [alias Piton des Neiges] (1) (code 1964).,IGN Paris.,OGP,2004/10/14,2003.250 2004.500 2004.561,1,0
+1927,IGN56 Lifou to WGS 84 (2),transformation,4633,4326,BGN-Ncl,2,2814,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",OGP,2002/11/29,,1,1
+1928,IGN53 Mare to WGS 84 (1),transformation,4641,4326,BGN-Ncl,1,2819,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",OGP,2002/11/29,,1,1
+1929,IGN72 Grand Terre to WGS 84 (2),transformation,4634,4326,BGN-Ncl,2,2822,Accuracy better than +/- 1 metre.,,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",OGP,2002/11/29,,1,1
+1930,ST84 Ile des Pins to WGS 84 (1),transformation,4642,4326,BGN-Ncl,1,2820,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",OGP,2002/11/29,,1,1
+1931,ST71 Belep to WGS 84 (1),transformation,4643,4326,BGN-Ncl,1,2821,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",OGP,2002/11/29,,1,0
+1932,NEA74 Noumea to WGS 84 (1),transformation,4644,4326,BGN-Ncl,1,2823,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",OGP,2002/11/29,,1,1
+1933,RGR92 to Piton des Nieges (1),transformation,4627,4626,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. For the reverse transformation see Piton des Nieges to RGR92 (1) (code 1926).,IGN Paris.,OGP,2002/11/29,,1,1
+1934,RRAF 1991 to WGS 84 (1),transformation,4640,4326,IGN-FrAnt,1,2824,Accuracy +/- 1 metre.,1,9603,,,RRAF 1991 was defined to be WGS84 at a single point in Martinique during the 1988 Tango mission.,OGP,OGP,2002/11/29,,1,0
+1935,ITRF97 to ITRF2000 (1),transformation,4918,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS). ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,OGP,2006/10/13,2006.310 2006.890,1,0
+1936,ITRF96 to ITRF2000 (1),transformation,4917,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,OGP,2006/10/13,2006.310 2006.890,1,0
+1937,ITRF94 to ITRF2000 (1),transformation,4916,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,OGP,2006/10/13,2006.310 2006.890,1,0
+1938,ITRF93 to ITRF2000 (1),transformation,4915,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0029 m/yr, dy=0.0002 m/yr, dZ=0.0006 m/yr, rX=0.00011""/yr, rY=0.00019""/yr, rZ=-0.00007""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,OGP,2006/10/13,2006.310 2006.890,1,0
+1939,ITRF92 to ITRF2000 (1),transformation,4914,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,OGP,2006/10/13,2006.310 2006.890,1,0
+1940,ITRF91 to ITRF2000 (1),transformation,4913,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,OGP,2006/10/13,2006.310 2006.890,1,0
+1941,ITRF90 to ITRF2000 (1),transformation,4912,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,OGP,2006/10/13,2006.310 2006.890,1,0
+1942,ITRF89 to ITRF2000 (1),transformation,4911,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,OGP,2006/10/13,2006.310 2006.890,1,0
+1943,ITRF88 to ITRF2000 (1),transformation,4910,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,OGP,2006/10/13,2006.310 2006.890,1,0
+1944,Lisbon to WGS 84 (2),transformation,4207,4326,EPSG-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,,9606,,,Parameter values from Lisbon to ETRS89 (2) (code 1790). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2002/09/19,2002.720,1,1
+1945,Datum 73 to WGS 84 (2),transformation,4274,4326,EPSG-Prt 2001,2,1294,For applications to an accuracy of 1 metre.,,9606,,,Parameter values from Datum 73 to ETRS89 (2) (code 1792). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2002/09/19,,1,1
+1946,NAD83(CSRS) to WGS 84 (2),transformation,4617,4326,NGS-Usa ITRF96,2,1061,Geodesy.,0.1,9607,,,Jointly derived by US NGS and Geodetic Survey of Canada - see also code 1901. Strictly between NAD83(CSRS) and ITRF96(1997.0).,http://www.ngs.noaa.gov/CORS/Derivation.html,OGP,2007/05/29,,1,0
+1947,ATS77 to NAD27 (1),transformation,4122,4267,SNB-Can NB,1,1447,?,1,9634,,,For reverse transformation see NAD27 to ATS77 (1) (code 1603),Survey of New Brunswick,OGP,2003/02/25,,1,0
+1948,ATS77 to NAD27 (2),transformation,4122,4267,SNB-Can NS,2,2313,?,1,9634,,,For reverse transformation see NAD27 to ATS77 (2) (code 1604),Survey of New Brunswick,OGP,2003/02/25,,1,0
+1949,ATS77 to NAD27 (3),transformation,4122,4267,SNB-Can PEI,3,1533,?,1,9634,,,For reverse transformation see NAD27 to ATS77 (3) (code 1605),Survey of New Brunswick,OGP,2003/02/25,,1,0
+1950,NAD83 to NAD83(CSRS) (4),transformation,4269,4617,EPSG-Can E Off,4,2831,Accuracy 1 to 2 metres. Used for oil industry operations only.,2,9603,,,Used as part of NAD27 to/from WGS 84 transformation for offshore oil operations - see code 8647.,Various oil industry sources.,OGP,2003/02/25,,1,0
+1951,Hjorsey 1955 to WGS 84 (1),transformation,4658,4326,DMA-Isl,1,1120,"Accuracy 3m, 3m and 5m in X, Y and Z axes.",7,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+1952,ISN93 to WGS 84 (1),transformation,4659,4326,EPSG-Isl,1,1120,Approximation at the +/- 1m level assuming that ISN93 is equivalent to WGS 84.,1,9603,,,For many purposes ISN93 can be considered to be coincident with WGS 84.,OGP,OGP,2003/06/27,,1,0
+1953,TM75 to ETRS89 (2),transformation,4300,4258,OSI-Ire,2,1305,For applications to an accuracy of 1 metre.,1,9606,,,"TM75 is based on the geodetic datum of 1965 which should not be confused with the mapping adjustment of 1965 (TM65). May be taken as approximate transformations TM75 to WGS 84, TM65 to WGS 84 and OSNI 1952 to WGS 84 - see codes 1954, 1641 and 1955.",Ordnance Survey Ireland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2003/06/27,,1,0
+1954,TM75 to WGS 84 (2),transformation,4300,4326,EPSG-Ire,2,1305,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values taken from TM65 to ETRS89 (2) (code 1953). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2003/06/27,,1,0
+1955,OSNI 1952 to WGS 84 (1),transformation,4188,4326,EPSG-Ire,1,2530,For applications to an accuracy of 1 metre.,1,9606,,,"Parameter values from TM75 to ETRS89 (2) (code 1953). Assumes each pair of (i) OSNI 1952 and TM75, and (ii) ETRS89 and WGS 84, can be considered the same to within the accuracy of the transformation.",OGP,OGP,2004/04/09,2004.200,1,0
+1956,TM75 to WGS 84 (3),transformation,4300,4326,DMA-Ire,3,1305,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 7 stations. TM75 is based on the geodetic datum of 1965 which should not be confused with the mapping adjustment of 1965 (TM65).,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/27,2005.200 2005.210,1,0
+1957,Helle 1954 to WGS 84 (1),transformation,4660,4326,SKV-SJM Jan Mayen,1,2869,For applications to an accuracy of 1 metre.,1,9606,,,Derived at 3 stations. Residuals under 1m.,"""Transformation from existing geodetic network to WGS84"", Geodesy Division, Statens kartverk, 26/11/92.",OGP,2003/06/27,,1,0
+1958,LKS92 to WGS 84 (1),transformation,4661,4326,Vzd-Lva,1,1139,LKS92 is a realisation of ETRS89 coincident to WGS84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,OGP,OGP,2003/06/27,,1,0
+1959,St. Vincent 1945 to WGS 84 (1),transformation,4607,4326,LSU-Vct,1,1202,1m accuracy.,1,9603,,,Derived at 4 points.,"Clifford J Mugnier, Louisiana State University.",OGP,2006/02/03,2006.060,1,0
+1960,ED87 to WGS 84 (2),transformation,4231,4326,IERS-Eur,2,1297,Scientific research.,1,9606,,,,"IERS Paris via Rijkswaterstaat report 9635 September 1996 ""Coordinaattransformaties en kartprojecties"" and Nederlandse Aardolie Maatschappij (NAM).",OGP,2003/06/27,,1,0
+1961,ED50 to WGS 84 (32),transformation,4230,4326,NAM-Nld-Nsea,32,1630,Used by NAM for offshore operations.,,9606,,,Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.,Nederlandse Aardolie Maatschappij (NAM).,OGP,2003/06/27,,1,1
+1962,IGN72 Grande Terre to WGS 84 (1),transformation,4662,4326,IGN-Ncl,1,2822,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2003/08/14,,1,1
+1963,IGN72 Grande Terre to WGS 84 (2),transformation,4662,4326,BGN-Ncl,2,2822,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",OGP,2003/08/14,,1,1
+1964,RGR92 to Reunion 1947 (1),transformation,4627,4626,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,0.1,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. Errors of up to 0.5m may occur. For the reverse transformation use Piton des Neiges to RGR92 (1) (code 1926).,IGN Paris.,OGP,2004/10/14,2004.500 2004.561,1,0
+1965,Selvagem Grande to WGS 84 (1),transformation,4616,4326,DMA-Prt Sel,1,2779,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",OGP,2007/01/04,2005.200 2005.460 2006.890,1,0
+1966,Porto Santo 1995 to WGS 84 (2),transformation,4663,4326,CGC-Prt Mad 5m,2,2870,For low resolution applications.,5,9603,,,Derived at Forte de Sao Tiago.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1967,Porto Santo 1995 to WGS 84 (3),transformation,4663,4326,CGC-Prt Mad 1m,3,2870,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1968,Azores Oriental 1995 to WGS 84 (2),transformation,4664,4326,CGC-Prt Az Mig 5m,2,2871,For low resolution applications.,5,9603,,,Calculated in 2001.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2004/09/14,2004.521,1,0
+1969,Azores Oriental 1995 to WGS 84 (3),transformation,4664,4326,CGC-Prt Az Mig 1m,3,2871,For medium resolution applications.,1,9607,,,Calculated in 2001.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1970,Azores Oriental 1995 to WGS 84 (4),transformation,4664,4326,CGC-Prt Az E 5m,4,1345,For low resolution applications.,5,9603,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1971,Azores Oriental 1995 to WGS 84 (5),transformation,4664,4326,CGC-Prt Az E 1m,5,1345,For medium resolution applications.,1,9607,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1972,Azores Central 1995 to WGS 84 (2),transformation,4665,4326,CGC-Prt Az Ter 5m,2,2872,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1973,Azores Central 1995 to WGS 84 (3),transformation,4665,4326,CGC-Prt Az Ter 1m,3,2872,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1974,Azores Central 1995 to WGS 84 (4),transformation,4665,4326,CGC-Prt Az Fai 5m,4,2873,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1975,Azores Central 1995 to WGS 84 (5),transformation,4665,4326,CGC-Prt Az Fai 1m,5,2873,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1976,Azores Central 1995 to WGS 84 (6),transformation,4665,4326,CGC-Prt Az Pic 5m,6,2874,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1977,Azores Central 1995 to WGS 84 (7),transformation,4665,4326,CGC-Prt Az Pic 1m,7,2874,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1978,Azores Central 1995 to WGS 84 (8),transformation,4665,4326,CGC-Prt Az SJ 5m,8,2875,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1979,Azores Central 1995 to WGS 84 (9),transformation,4665,4326,CGC-Prt Az SJ 1m,9,2875,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1980,Azores Central 1995 to WGS 84 (10),transformation,4665,4326,CGC-Prt Az C 5m,10,1301,For low resolution applications.,5,9603,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1981,Azores Central 1995 to WGS 84 (11),transformation,4665,4326,CGC-Prt Az C 1m,11,1301,For medium resolution applications.,1,9607,,,Mean for all islands in group.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1982,Azores Occidental 1939 to WGS 84 (2),transformation,4182,4326,CGC-Prt Az W,2,1344,For low resolution applications.,5,9603,,,Derived at 2 stations in 1999.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1983,Datum 73 to WGS 84 (3),transformation,4274,4326,CGC-Prt 5m,3,1294,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1984,Lisbon to WGS 84 (3),transformation,4207,4326,CGC-Prt 5m,3,1294,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1985,ED50 to WGS 84 (33),transformation,4230,4326,CGC-Prt 5m,33,1294,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1986,Lisbon 1890 to WGS 84 (1),transformation,4666,4326,CGC-Prt 5m,1,1294,For low resolution applications.,5,9603,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1987,Datum 73 to WGS 84 (4),transformation,4274,4326,CGC-Prt 1m,4,1294,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1988,Lisbon to WGS 84 (4),transformation,4207,4326,CGC-Prt 1m,4,1294,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1989,ED50 to WGS 84 (34),transformation,4230,4326,CGC-Prt 1m,34,1294,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1990,Lisbon 1890 to WGS 84 (2),transformation,4666,4326,CGC-Prt 1m,2,1294,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2003/08/14,,1,0
+1991,Lisbon 1890 (Lisbon) to Lisbon 1890 (1),transformation,4904,4666,CGC-Prt,1,1294,Change of prime meridian.,0,9601,,,,OGP,OGP,2006/10/13,2006.890,1,0
+1992,Datum 73 to ETRS89 (3),transformation,4274,4258,CGC-Prt 1m,3,1294,For medium resolution applications.,1,9607,,,Parameters calculated in 1998 using 9 common stations. Published in 2001. Replaces Datum 73 to ETRS89 (1) (code 1657).,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",OGP,2007/03/22,2003.233 2005.180 2007.043,1,0
+1993,IKBD-92 to WGS 84 (1),transformation,4667,4326,UN-Irq Kwt,4,2876,Boundary demarcation.,0,9603,,,For all practical purposes this transformation is exact.,OGP,OGP,2003/09/01,,1,0
+1994,Reykjavik 1900 to WGS 84 (1),transformation,4657,4326,LMI-Isl,1,1120,Low accuracy applications.,10,9603,,,,Landmaelingar Islands (National Land Survey of Iceland).,OGP,2003/09/30,,1,0
+1995,Dealul Piscului 1933 to WGS 84 (1),transformation,4316,4326,NAMR-Rom,1,1197,Oil exploration,10,9603,,,,Petromar and NAMR,OGP,2003/11/28,,1,0
+1996,Dealul Piscului 1970 to WGS 84 (1),transformation,4317,4326,Shell-Rom,1,1197,Oil exploration,10,9603,,,,Shell SIEP,OGP,2003/11/28,,1,0
+1997,Lisbon to ETRS89 (2),transformation,4207,4258,ICC-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,2,9606,,,Derived in 2001. Replaces Lisbon to ETRS89 (1) (code 1655). Also given to greater precision but no more accuracy on ICC web site using Coordinate Frame method.,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/ Also given to greater precision (but no more accuracy) using the coordinate frame method at the IGEO website www.igeo.pt,OGP,2007/03/22,2002.720 2003.234 2005.180 2007.043,1,0
+1998,ED50 to WGS 84 (36),transformation,4230,4326,EPSG-Ger Nsea,36,2879,Recommended transformation for Germany North Sea petroleum purposes.,1,9606,,,"Approximation to better than 0.5m of transformation adopted in June 2003 (see ED50 to WGS 84 (35), code 1052). Acceptable to Landesbergamt for Lower Saxony and Bundesanstalt für Seeschifffahrt und Hydrographie.",OGP,OGP,2004/10/22,2004.630,1,0
+1999,ED50 to WGS 84 (32),transformation,4230,4326,NAM-Nld-Nsea,32,1630,Used by NAM for offshore operations.,3,9606,,,Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.,Nederlandse Aardolie Maatschappij (NAM).,OGP,2004/01/07,,1,0
+5400,Baltic height to Caspian depth (1),transformation,5705,5706,Caspian Sea,1,2314,Vertical datum change for hydrographic charting.,0,9616,,,Baltic datum plane is 28m above Caspian datum plane.,,OGP,2008/04/11,2006.890 2008.010,1,0
+5401,Belfast to Malin Head,transformation,5732,5731,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey.,0.01,9616,,,Belfast datum is 37mm above Malin Head datum.,,OGP,2001/11/06,,1,1
+5402,Baltic height to AIOC95 depth (1),transformation,5705,5734,AIOC95-Aze,1,2592,Vertical datum change for engineering surveying.,0,9616,,,Baltic datum plane is 26.3m above AIOC95 datum plane.,BP,OGP,2008/04/11,2006.890 2008.010,1,0
+5403,AIOC95 depth to Caspian depth (1),transformation,5734,5706,AIOC95-Aze,1,2592,Vertical datum change for hydrographic charting.,0,9616,,,AIOC95 datum plane is 1.7m above Caspian datum plane.,BP,OGP,2008/03/14,2006.890 2008.010,1,0
+5404,Baltic to Black Sea (1),transformation,5705,5735,Black Sea,1,1102,Vertical datum change.,0,9616,,,Baltic datum is 0.4m above Black Sea datum.,BP,OGP,2006/10/13,2006.890,1,1
+5405,Hong Kong Principal height to Hong Kong Chart depth (1),transformation,5738,5739,SMO-HK,1,1118,Vertical datum change for hydrographic charting.,0,9616,,,HKPD is 0.146m above chart datum.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2006/10/13,2006.890,1,1
+5406,Belfast to Malin Head (1),transformation,5732,5731,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey.,0.01,9616,,,Belfast datum is 37mm below Malin Head datum.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2006/10/13,2006.890,1,1
+5407,Poolbeg to Malin Head (1),transformation,5754,5731,OSI-Ire,1,1305,Vertical datum change for topographic mapping and engineering survey. Accuracy 0.1m.,0.1,9616,,,Poolbeg datum is 2.7m below Malin Head datum. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2006/10/13,2006.890,1,1
+5408,Poolbeg to Belfast (1),transformation,5754,5732,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey. Accuracy 0.1m.,0.1,9616,,,Poolbeg datum is 2.7m below Belfast datum. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2006/10/13,2006.890,1,1
+5409,NGVD29 height to NAVD88 height (1),transformation,5702,5703,NGS-US Conus W,1,2950,Accuracy 2cm,0.02,9658,,,"Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).","National Geodetic Survey, www.ngs.noaa.gov",OGP,2008/03/14,2008.010,1,0
+5410,NGVD29 height to NAVD88 height (2),transformation,5702,5703,NGS-US Conus C,2,2949,Accuracy 2cm,0.02,9658,,,"Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).","National Geodetic Survey, www.ngs.noaa.gov",OGP,2008/03/14,2008.010,1,0
+5411,NGVD29 height to NAVD88 height (3),transformation,5702,5703,NGS-US Conus E,3,2948,Accuracy 2cm,0.02,9658,,,"Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).","National Geodetic Survey, www.ngs.noaa.gov",OGP,2008/03/14,2008.010,1,0
+5412,KOC CD to Kuwait PWD (1),transformation,5790,5788,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Construction datum is 0.49m below PWD datum.,KOC,OGP,2006/10/13,2006.890,1,1
+5413,KOC CD height to KOC WD depth (1),transformation,5790,5789,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Construction Datum datum plane is 4.74m (15.55ft) below Well Datum datum plane.,KOC,OGP,2008/04/11,2008.010,1,0
+5414,KOC WD to Kuwait PWD (1),transformation,5789,5788,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Well datum is 4.25m above PWD datum.,KOC,OGP,2006/10/13,2006.890,1,1
+5415,GHA height to EVRF2000 height (1),transformation,5778,5730,EuG-Aut,1,1037,Vertical datum change.,0.1,9657,,,"Determined at 114 points. RMS residual 0.031m, maximum residual 0.061m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5416,Baltic 1982 height to EVRF2000 height (1),transformation,5786,5730,EuG-Bgr,1,1056,Vertical datum change.,0.1,9657,,,"Determined at 36 points. RMS residual 0.002m, maximum residual 0.006m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5417,DNN height to EVRF2000 height (1),transformation,5733,5730,EuG-Den,1,1080,Vertical datum change.,0.1,9657,,,"Determined at 707 points. RMS residual 0.003m, maximum residual 0.009m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2008.010,1,0
+5418,Baltic to EVRF2000 (1),transformation,5705,5730,EuG-Est,1,1090,Vertical datum change.,0.1,9657,,,"Determined at 36 points. RMS residual 0.003m, maximum residual 0.005m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/06/16,,1,1
+5419,NGF IGN69 height to EVRF2000 height (1),transformation,5720,5730,EuG-Fra,1,1326,Vertical datum change.,0.1,9616,,,"Determined at 8 points. RMS residual 0.005m, maximum residual 0.010m. IGN69 datum plane is below EVRF2000 datum plane.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5420,DHHN92 height to EVRF2000 height (1),transformation,5783,5730,EuG-Deu,1,3339,Vertical datum change.,0.1,9657,,,"Determined at 443 points. RMS residual 0.002m, maximum residual 0.007m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5421,DHHN85 height to EVRF2000 height (1),transformation,5784,5730,EuG-Deu W,1,2326,Vertical datum change.,0.1,9657,,,"Determined at 363 points. RMS residual 0.004m, maximum residual 0.026m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2008.010,1,0
+5422,SNN76 height to EVRF2000 height (1),transformation,5785,5730,EuG-Deu E,1,1343,Vertical datum change.,0.1,9657,,,"Determined at 73 points. RMS residual 0.004m, maximum residual 0.011m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5423,Newlyn to EVRF2000 (1),transformation,5778,5730,EuG-Gbr,1,2792,Vertical datum change.,0.1,9657,,,"Determined at 5 points. RMS residual 0.019m, maximum residual 0.022m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/06/16,,1,1
+5424,EOMA height 1980 to EVRF2000 height (1),transformation,5787,5730,EuG-Hun,1,1119,Vertical datum change.,0.1,9657,,,Determined at 35 points. RMS residual 0.003m.,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5425,NAP height to EVRF2000 height (1),transformation,5709,5730,EuG-Nld,1,1275,Vertical datum change.,0.1,9616,,,"Determined at 757 points. RMS residual 0.002m, maximum residual 0.021m. NAP datum plane is below EVRF2000 datum plane.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5426,NN54 height to EVRF2000 height (1),transformation,5776,5730,EuG-Nor,1,1352,Vertical datum change.,0.1,9657,,,"Determined at 117 points. RMS residual 0.037m, maximum residual 0.076m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5427,Cascais height to EVRF2000 height (1),transformation,5780,5730,EuG-Prt,1,1294,Vertical datum change.,0.1,9616,,,"Determined at 5 points. RMS residual 0.013m, maximum residual 0.021m. Cascais datum plane is below EVRF2000 datum plane.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2008.010,1,0
+5428,NVN99 height to EVRF2000 height (1),transformation,5779,5730,EuG-Svn,1,1212,Vertical datum change.,0.1,9657,,,"Determined at 9 points. RMS residual 0.003m, maximum residual 0.004m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5429,Alicante height to EVRF2000 height (1),transformation,5782,5730,EuG-Esp,1,2366,Vertical datum change.,0.1,9657,,,Determined at 70 points. RMS residual 0.010m.,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5430,RH70 height to EVRF2000 height (1),transformation,5718,5730,EuG-Swe,1,1225,Vertical datum change.,0.1,9657,,,"Determined at 21 points. RMS residual 0.011m, maximum residual 0.023m. Not recognised by National Land Survey of Sweden. No longer supported by information source.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2008.010 2008.012,1,0
+5431,LN02 height to EVRF2000 height (1),transformation,5728,5730,EuG-Che,1,1286,Vertical datum change.,0.1,9657,,,"Determined at 225 points. RMS residual 0.033m, maximum residual 0.094m","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5432,N60 height to EVRF2000 height (1),transformation,5717,5730,EuG-Fin,1,1095,Vertical datum change.,0.1,9616,,,"Determined at 66 points. RMS residual 0.003m, maximum residual 0.009m. N60 datum plane is above EVRF2000 datum plane.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2008.010,1,0
+5433,Newlyn height to EVRF2000 height (1),transformation,5701,5730,EuG-Gbr,1,2792,Vertical datum change.,0.1,9657,,,"Determined at 5 points. RMS residual 0.019m, maximum residual 0.022m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2008.010,1,0
+5434,Baltic to EVRF2000 (2),transformation,5705,5730,EuG-Ltu,2,1145,Vertical datum change.,0.1,9657,,,"Determined at 46 points. RMS residual 0.002m, maximum residual 0.003m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2005/05/27,,1,1
+5435,Baltic height to EVRF2000 height (3),transformation,5705,5730,EuG-Svk,3,1211,Vertical datum change.,0.1,9657,,,"Determined at 3 points. RMS residual 0.002m, maximum residual 0.001m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/12,2005.890 2008.010,1,0
+5436,Baltic height to EVRF2000 height (1),transformation,5705,5730,EuG-Est,1,1090,Vertical datum change.,0.1,9657,,,"Determined at 36 points. RMS residual 0.003m, maximum residual 0.005m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/12,2008.010,1,0
+5437,Baltic height to EVRF2000 height (2),transformation,5705,5730,EuG-Ltu,2,1145,Vertical datum change.,0.1,9657,,,"Determined at 46 points. RMS residual 0.002m, maximum residual 0.003m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/12,2008.010,1,0
+5438,Baltic height to Caspian height (1),transformation,5705,5611,Caspian Sea,1,2314,Vertical datum change.,0,9616,,,Baltic datum plane is 28m above Caspian datum plane.,Hydrographic Department of Azerbaijan.,OGP,2008/03/14,,1,0
+5440,Baltic depth to Caspian depth (1),transformation,5612,5706,Caspian Sea,1,2314,Vertical datum change.,0,9616,,,Baltic datum plane is 28m above Caspian datum plane.,Hydrographic Department of Azerbaijan.,OGP,2008/03/14,,1,0
+5441,Baltic depth to Caspian height (1),transformation,5612,5611,Caspian Sea,1,2314,Vertical datum change.,0,9616,,,Baltic datum plane is 28m above Caspian datum plane.,Hydrographic Department of Azerbaijan.,OGP,2008/03/14,,1,0
+5442,Baltic height to Baltic depth (1),transformation,5705,5612,OGP-FSU,1,1284,Axis change.,0,9616,,,,OGP,OGP,2008/03/14,,1,0
+5443,Baltic height to AIOC95 height (1),transformation,5705,5797,AIOC95-Aze,1,2592,Vertical datum change.,0,9616,,,Baltic datum plane is 26.3m above AIOC95 datum plane.,BP,OGP,2008/03/14,,1,0
+5445,Baltic depth to AIOC95 depth (1),transformation,5612,5734,AIOC95-Aze,1,2592,Vertical datum change.,0,9616,,,Baltic datum plane is 26.3m above AIOC95 datum plane.,BP,OGP,2008/03/14,,1,0
+5446,Baltic depth to AIOC95 height (1),transformation,5612,5797,AIOC95-Aze,1,2592,Vertical datum change.,0,9616,,,Baltic datum plane is 26.3m above AIOC95 datum plane.,BP,OGP,2008/03/14,,1,0
+5447,Baltic height to Black Sea height (1),transformation,5705,5735,Black Sea,1,1102,Vertical datum change.,0,9616,,,Baltic datum plane is 0.4m above Black Sea datum plane.,BP,OGP,2008/04/11,,1,0
+5448,Poolbeg height to Malin Head height (1),transformation,5754,5731,OSI-Ire,1,1305,Vertical datum change for topographic mapping and engineering survey. Accuracy 0.1m.,0.1,9616,,,Poolbeg datum plane is 2.7m below Malin Head datum plane. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2006/10/13,2006.890,1,0
+5449,Poolbeg height to Belfast height (1),transformation,5754,5732,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey. Accuracy 0.1m.,0.1,9616,,,Poolbeg datum plane is 2.7m below Belfast datum plane. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2008/03/14,,1,0
+5450,KOC CD height to Kuwait PWD height (1),transformation,5790,5788,KOC-Kwt,1,3267,Vertical datum change.,0.1,9616,,,Construction Datum datum plane is 0.49m below PWD datum plane.,KOC,OGP,2008/03/14,,1,0
+5452,Belfast height to Malin Head height (1),transformation,5732,5731,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey.,0.01,9616,,,Belfast datum is 37mm below Malin Head datum.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2008/03/14,,1,0
+5453,KOC CD height to KOC WD depth (ft) (1),transformation,5790,5614,KOC-Kwt,1,3267,Vertical datum change including change of axis unit.,0.1,9616,,,Construction Datum datum plane is 4.74m (15.55ft) below Well Datum datum plane.,KOC,OGP,2008/03/14,,1,0
+5454,HKPD height to HKCD depth (1),transformation,5738,5739,SMO-HK,1,1118,Vertical datum change for hydrographic charting.,0,9616,,,HKPD datum plane is 0.146m above HKCD datum plane.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2008/03/14,2006.890 2008.010,1,0
+5455,KOC WD depth to Kuwait PWD height (1),transformation,5789,5788,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Well Datum datum plane is 4.25m above PWD datum plane.,KOC,OGP,2008/04/11,,1,0
+8046,ED50 to WGS 84 (14),concatenated operation,4230,4326,5Nat-NSea90,14,2330,Primarily oil industry usage.,,,,,"1990 agreement between Denmark, Germany, Great Britain, Netherlands and Norway. Supersedes 1981 6-nations agreement between ED50 and WGS72 or WGS72BE. Only actively used offshore Norway but see ED50 to WGS 84 (24) (code 1613) for simpler transformation.","Norwegian Mapping Authority publication 1990:1 ""The transformation between ED50 and WGS84 for exploration purposes in the North Sea"".",OGP,1996/10/18,,1,1
+8047,ED50 to WGS 84 (15),concatenated operation,4230,4326,NMA-Nor N65 1991,15,2331,Oil exploration before 2001.,,,,,Replaced by codes 8569 and 1612 in 1997 and 2001.¶The concatenation of transformations 1147 and 1146 gives the following position vector tfm: dX=-84.491 dY=-100.559 dZ=-114.209 metres rX= -2.4006 rY=-0.5367 rZ=-2.3742 microradians dS=+0.2947 ppm.,"Statenskartverk note of January 1991 ""Om transformasjon mellom geodetiske datum i Norge"".",OGP,2007/03/22,2007.043,1,0
+8094,NTF (Paris) to WGS 84 (1),concatenated operation,4807,4326,EPSG-Fra,1,1096,?,,,,,,OGP,OGP,1996/10/18,,1,0
+8174,Bogota 1975 (Bogota) to WGS 84 (1),concatenated operation,4802,4326,DMA-Col,1,1070,"For military purposes. Accuracy 6m, 5m and 6m in X, Y and Z axes.",,,,,,OGP,OGP,1997/04/11,,1,0
+8175,Monte Mario (Rome) to WGS 84 (1),concatenated operation,4806,4326,EPSG-Ita,1,2339,For military purposes. Accuracy 25m in each axis.,,,,,,OGP,OGP,1997/04/11,,1,0
+8176,Tananarive (Paris) to WGS 84 (1),concatenated operation,4810,4326,EPSG-Mdg,1,1149,For military purposes. Accuracy not available.,,,,,,OGP,OGP,1997/04/11,,1,0
+8178,Batavia (Jakarta) to WGS 84 (1),concatenated operation,4813,4326,EPSG-Idn Sumatra,1,1355,For military purposes. Accuracy 3m in each axis.,,,,,,OGP,OGP,1997/04/11,,1,0
+8183,HD72 to WGS 84 (1),concatenated operation,4237,4326,EPSG-Hun,1,1119,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,OGP,OGP,1997/07/22,,1,1
+8186,NTF (Paris) to ED50 (1),concatenated operation,4807,4230,EPSG-Fra,1,1096,?,,,,,,OGP,OGP,1997/11/13,,1,0
+8188,NTF (Paris) to WGS 72 (1),concatenated operation,4807,4322,EPSG-Fra,1,1096,?,,,,,,OGP,OGP,1997/11/13,,1,0
+8190,AGD66 to WGS 84 (2),concatenated operation,4202,4326,EPSG-Aus 5m,2,2575,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. 0.1m accuracy.,OGP,OGP,1998/12/16,1998.500,1,1
+8192,AGD84 to WGS 84 (3),concatenated operation,4203,4326,EPSG-Aus 5m,3,2575,5m accuracy. Approximation assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation assuming that GDA94 is equivalent to WGS 84.,OGP,OGP,1998/12/16,1998.500,1,1
+8194,AGD84 to WGS 84 (4),concatenated operation,4203,4326,EPSG-Aus 1m,4,2575,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,OGP,OGP,1998/12/16,1998.500,1,1
+8195,RT90 to WGS 84 (1),concatenated operation,4124,4326,EPSG-Swe,1,1225,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,OGP,OGP,1999/04/22,1999.110,1,1
+8199,Pulkovo 1942 to WGS 84 (2),concatenated operation,4284,4326,EPSG-Ltu,2,1145,Approximation at the +/- 1m level assuming that LKS94(ETRS89) is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that LKS94(ETRS89) is equivalent to WGS 84.,OGP,OGP,1998/03/12,,1,1
+8211,Voirol 1875 (Paris) to WGS 84 (1),concatenated operation,4811,4326,EPSG-Dza N,1,2347,Oil exploration.,,,,,,OGP,OGP,1998/03/12,,1,0
+8215,Tete to WGS 84 (1),concatenated operation,4127,4326,EPSG-Moz,1,1167,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,OGP,OGP,1998/04/16,,1,1
+8217,Tete to WGS 84 (2),concatenated operation,4127,4326,EPSG-Moz A,2,2350,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,OGP,OGP,1998/04/16,,1,1
+8219,Tete to WGS 84 (3),concatenated operation,4127,4326,EPSG-Moz B,3,2351,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,OGP,OGP,1998/04/16,,1,1
+8221,Tete to WGS 84 (4),concatenated operation,4127,4326,EPSG-Moz C,4,2352,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,OGP,OGP,1998/04/16,,1,1
+8223,Tete to WGS 84 (5),concatenated operation,4127,4326,EPSG-Moz D,5,2353,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.,OGP,OGP,1998/04/16,,1,1
+8234,DHDN to WGS 84 (1),concatenated operation,4314,4326,EPSG-Deu W,1,2326,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,OGP,OGP,1998/06/30,,1,1
+8236,Pulkovo 1942 to WGS 84 (11),concatenated operation,4284,4326,EPSG-Deu E,11,1343,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.,OGP,OGP,1998/06/30,,1,1
+8241,Madrid 1870 (Madrid) to WGS 84 (1),concatenated operation,4903,4326,EPSG-Esp,1,1217,?,,,,,,See individual transformations.,OGP,1998/11/11,,1,0
+8243,NAD27 to WGS 84 (25),concatenated operation,4267,4326,EPSG-Can old,25,1061,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27 to WGS 84 (27) (code 8404) in Quebec and NAD27 to WGS 84 (26) (code 8245) elsewhere in Canada.,OGP,OGP,1998/11/11,,1,1
+8245,NAD27 to WGS 84 (26),concatenated operation,4267,4326,EPSG-Can,26,1061,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,OGP,OGP,1998/11/11,,1,1
+8263,MGI (Ferro) to WGS 84 (1),concatenated operation,4805,4326,DMA-balk,1,2370,For military purposes only.,,,,,Accuracy estimate is not available.,OGP,OGP,1998/12/12,,1,0
+8386,Old Hawaiian to WGS 84 (1),concatenated operation,4135,4326,EPSG-Usa Hi,1,1334,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,OGP,OGP,1999/05/24,,1,1
+8388,St. Lawrence Island to WGS 84 (1),concatenated operation,4136,4326,EPSG-Usa AK StL,1,1332,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,OGP,OGP,1999/05/24,,1,1
+8390,St. Paul Island to WGS 84 (1),concatenated operation,4137,4326,EPSG-Usa AK StP,1,1333,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,OGP,OGP,1999/05/24,,1,1
+8392,St. George Island to WGS 84 (1),concatenated operation,4138,4326,EPSG-Usa AK StG,1,1331,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,OGP,OGP,1999/05/24,,1,1
+8394,NAD27(CGQ77) to WGS 84 (1),concatenated operation,4609,4326,EPSG-Can Qc NT1,1,1368,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27(CGQ77) to WGS 84 (2) (code 8564).,OGP,OGP,1999/05/24,,1,1
+8396,AGD66 to WGS 84 (3),concatenated operation,4202,4326,EPSG-Aus ACT 1m,3,2283,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (11) (code 8581).,OGP,OGP,1999/05/24,,1,1
+8398,AGD66 to WGS 84 (4),concatenated operation,4202,4326,EPSG-Aus Tas 1m,4,1282,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (9) (code 8576).,OGP,OGP,1999/05/24,,1,1
+8400,AGD66 to WGS 84 (5),concatenated operation,4202,4326,EPSG-Aus NSW Vic 1m,5,2286,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,OGP,OGP,1999/05/24,,1,1
+8402,Puerto Rico to WGS 84 (1),concatenated operation,4139,4326,EPSG-PRVI,1,1335,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,OGP,OGP,1999/05/24,,1,1
+8404,NAD27 to WGS 84 (27),concatenated operation,4267,4326,EPSG-Can QC,27,1368,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27 to WGS 84 (31) (code 8565).,OGP,OGP,1999/05/24,,1,1
+8406,NAD27(76) to WGS 84 (1),concatenated operation,4608,4326,EPSG-Can On,1,1367,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.,OGP,OGP,1999/05/24,,1,1
+8408,AGD66 to WGS 84 (6),concatenated operation,4202,4326,EPSG-Aus Vic 0.1m,6,2285,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (11) (code 8578).,OGP,OGP,1999/05/24,,1,1
+8418,ATS77 to WGS 84 (1),concatenated operation,4122,4326,EPSG-Can NB,1,1447,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,OGP,OGP,1999/10/20,,1,1
+8419,ATS77 to WGS 84 (2),concatenated operation,4122,4326,EPSG-Can PEI,2,1533,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,OGP,OGP,2000/10/19,,1,1
+8420,NAD27 to WGS 84 (32),concatenated operation,4267,4326,SK PMC-Can SK,32,2375,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,OGP,2000/10/19,,1,1
+8421,NAD83 to WGS 84 (7),concatenated operation,4269,4326,SK PMC-Can SK,7,2375,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,,Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.,OGP,2000/10/19,,1,1
+8422,NAD83 to WGS 84 (8),concatenated operation,4269,4326,Alb Env-Can AB,8,2376,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,"The gridded difference file AB_CSRS.DAC in STEP 1 will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham at gov.ab.ca,OGP,2000/10/19,,1,1
+8453,AGD66 to WGS 84 (7),concatenated operation,4202,4326,EPSG-Aus Tas 0.1m,7,1282,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,OGP,OGP,1999/10/20,,1,1
+8454,AGD66 to WGS 84 (8),concatenated operation,4202,4326,EPSG-Aus NT 0.1m,8,2284,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,OGP,OGP,1999/10/20,,1,1
+8457,CH1903+ to WGS 84 (1),concatenated operation,4150,4326,EPSG-CH,1,1286,Approximation at the +/- 1m level assuming that CHTRF95 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that CHTRF95 is equivalent to WGS 84.,OGP,OGP,1999/10/20,,1,1
+8460,NAD27 to NAD83(HARN) (1),concatenated operation,4267,4152,NGS-Usa AL,1,1372,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8590.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8461,NAD27 to NAD83(HARN) (2),concatenated operation,4267,4152,NGS-Usa AZ,2,1373,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8591.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8462,NAD27 to NAD83(HARN) (3),concatenated operation,4267,4152,NGS-Usa CA n,3,2297,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8593.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8463,NAD27 to NAD83(HARN) (4),concatenated operation,4267,4152,NGS-Usa CA s,4,2298,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8594.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8464,NAD27 to NAD83(HARN) (5),concatenated operation,4267,4152,NGS-Usa CO,5,1376,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8595.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8465,NAD27 to NAD83(HARN) (6),concatenated operation,4267,4152,NGS-Usa GA,6,1380,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8597.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8466,NAD27 to NAD83(HARN) (7),concatenated operation,4267,4152,NGS-Usa FL,7,1379,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8596.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8467,NAD27 to NAD83(HARN) (8),concatenated operation,4267,4152,NGS-Usa ID MT e,8,2382,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8611.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8468,NAD27 to NAD83(HARN) (9),concatenated operation,4267,4152,NGS-Usa ID MT w,9,2383,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8612.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8469,NAD27 to NAD83(HARN) (10),concatenated operation,4267,4152,NGS-Usa KY,10,1386,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8602.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8470,NAD27 to NAD83(HARN) (11),concatenated operation,4267,4152,NGS-Usa LA,11,1387,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8603.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8471,NAD27 to NAD83(HARN) (12),concatenated operation,4267,4152,NGS-Usa DE MD,12,2377,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8605.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8472,NAD27 to NAD83(HARN) (13),concatenated operation,4267,4152,NGS-Usa ME,13,1388,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8604.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8473,NAD27 to NAD83(HARN) (14),concatenated operation,4267,4152,NGS-Usa MI,14,1391,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8607.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8474,NAD27 to NAD83(HARN) (15),concatenated operation,4267,4152,NGS-Usa MS,15,1393,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8609.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8475,NAD27 to NAD83(HARN) (16),concatenated operation,4267,4152,NGS-Usa NE,16,1396,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8613.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8476,NAD27 to NAD83(HARN) (17),concatenated operation,4267,4152,NGS-Usa NewEng,17,2378,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8606.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8477,NAD27 to NAD83(HARN) (18),concatenated operation,4267,4152,NGS-Usa NM,18,1400,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8616.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8478,NAD27 to NAD83(HARN) (19),concatenated operation,4267,4152,NGS-Usa NY,19,1401,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8617.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8479,NAD27 to NAD83(HARN) (20),concatenated operation,4267,4152,NGS-Usa ND,20,1403,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8618.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8480,NAD27 to NAD83(HARN) (21),concatenated operation,4267,4152,NGS-Usa OK,21,1405,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8620.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8481,Puerto Rico to NAD83(HARN) (1),concatenated operation,4139,4152,NGS-PRVI,1,1335,Accuracy 0.1m at 67% confidence level.,,,,,May be taken as approximate transformation Puerto Rico to WGS 84 - see code 8583.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8482,NAD27 to NAD83(HARN) (22),concatenated operation,4267,4152,NGS-Usa SD,22,1410,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8622.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8483,NAD27 to NAD83(HARN) (23),concatenated operation,4267,4152,NGS-Usa TN,23,1411,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8623.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8484,NAD27 to NAD83(HARN) (24),concatenated operation,4267,4152,NGS-Usa TX e,24,2379,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8624.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8485,NAD27 to NAD83(HARN) (25),concatenated operation,4267,4152,NGS-Usa TX w,25,2380,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8625.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8486,NAD27 to NAD83(HARN) (26),concatenated operation,4267,4152,NGS-Usa VA,26,1415,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8627.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8487,NAD27 to NAD83(HARN) (27),concatenated operation,4267,4152,NGS-Usa OR WA,27,2381,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8621.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8488,NAD27 to NAD83(HARN) (28),concatenated operation,4267,4152,NGS-Usa WI,28,1418,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8629.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8489,NAD27 to NAD83(HARN) (29),concatenated operation,4267,4152,NGS-Usa WY,29,1419,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8630.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,1999/10/20,,1,0
+8496,NAD27 to WGS 84 (28),concatenated operation,4267,4326,NGS-Usa conus,28,2374,Geodetic survey.,,,,,,Both transformations from US National Geodetic Survey.,OGP,1999/10/20,,1,1
+8497,NAD27 to WGS 84 (29),concatenated operation,4267,4326,NGS-Usa AK,29,2373,Geodetic survey.,,,,,,Both transformations from US National Geodetic Survey.,OGP,1999/10/20,,1,1
+8508,Old Hawaiian to NAD83(HARN) (1),concatenated operation,4135,4152,NGS-Usa HI,1,1334,Assumes NAD83 is coincident with NAD83(HARN). Accuracy about 1m.,,,,,"Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs Old Hawaiian (code 4135), NAD83 (code 4269) and NAD83(HARN) have longitudes positive east. May be taken as approximate transformation Old Hawaiin to WGS 84 - see code 8582.",US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2000/01/06,,1,0
+8509,NAD27 to NAD83(HARN) (30),concatenated operation,4267,4152,NGS-Usa IN,30,1383,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8599.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2000/01/06,,1,0
+8510,NAD27 to NAD83(HARN) (31),concatenated operation,4267,4152,NGS-Usa KS,31,1385,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8601.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2000/01/06,,1,0
+8511,NAD27 to NAD83(HARN) (32),concatenated operation,4267,4152,NGS-Usa NV,32,1397,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8614.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2000/01/06,,1,0
+8512,NAD27 to NAD83(HARN) (33),concatenated operation,4267,4152,NGS-Usa OH,33,1404,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8619.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2000/01/06,,1,0
+8513,NAD27 to NAD83(HARN) (34),concatenated operation,4267,4152,NGS-Usa UT,34,1413,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8626.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2000/01/06,,1,0
+8514,NAD27 to NAD83(HARN) (35),concatenated operation,4267,4152,NGS-Usa WV,35,1417,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8628.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2000/01/06,,1,0
+8517,Chos Malal 1914 to WGS 84 (1),concatenated operation,4160,4326,TOT-Arg Neu,1,2325,Oil exploration,,,,,May be implemented using a single step geocentric translations of dx=+5.5m dY=+176.7m dZ=+141.4m.,Total-Fina,OGP,2000/03/07,,1,0
+8530,South Yemen to WGS 84 (1),concatenated operation,4164,4326,IGN-Yem South,1,1340,Approximation at the +/- 1m level assuming that NGN96 is equivalent to WGS 84.,,,,,May be implemented as a single transformation using geocentric translations transformation method with parameter values dX=-76m dY=-138m dZ=+67m.,IGN Paris,OGP,2000/03/07,,1,1
+8532,Indian 1960 to WGS 84 (1),concatenated operation,4131,4326,PV-Vnm,1,1495,Oil exploration.,,,,,May be implemented as a single transformation using position vector 7-parameter geocentric transformation method with parameter values dX=+199m dY=+931m dZ=+318.9m rX=rY=0 sec rZ=+0.814 sec dS=-0.38 ppm.,Various oil company sources.,OGP,2000/03/07,,1,0
+8537,Egypt 1907 to WGS 84 (2),concatenated operation,4229,4326,MCE-Egy,2,1086,Oil exploration.,,,,,Used by Shell. May be implemented as a single transformation using position vector 7-parameter geocentric transformation method with parameter values dX=-121.8m dY=+98.1m dZ=-10.7m rX=rY=0 sec rZ=+0.554 sec dS=+0.2263 ppm.,Maridive,OGP,2000/03/07,,1,0
+8553,NAD27 to NAD83(HARN) (36),concatenated operation,4267,4152,NGS-Usa IL,36,1382,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8598.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2000/01/06,,1,0
+8554,NAD27 to NAD83(HARN) (37),concatenated operation,4267,4152,NGS-Usa NJ,37,1399,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8615.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2000/01/06,,1,0
+8560,AGD84 to WGS 84 (5),concatenated operation,4203,4326,EPSG-Aus WA,5,1280,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD84 to WGS 84 (6) (code 8579).,OGP,OGP,2000/06/10,,1,1
+8562,Nord Sahara 1959 to WGS 84 (3),concatenated operation,4307,4326,CGG-Alg HM,3,2393,Oil exploration.,,,,,Derived at IGN monument CFP19 using Transit. Can be implemented as a single 7-param Position Vector transformation with parameter values of dX=-156m dY=-87.2m dZ=+287.8m; rX=rY=0 rZ=+0.814sec; dS=-0.38ppm.,,OGP,2000/06/23,,1,0
+8563,NZGD49 to WGS 84 (3),concatenated operation,4272,4326,OSG-Nzl 1m,3,1175,Assumes WGS 84 is coincident with NZGD2000. Accuracy about 1m.,,,,,Assumes WGS 84 is coincident with NZGD2000. Accuracy about 1m.,OGP,OGP,2000/10/19,,1,1
+8564,NAD27(CGQ77) to WGS 84 (2),concatenated operation,4609,4326,EPSG-Can Qc NT2,2,1368,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,,OGP,OGP,2000/10/19,,1,1
+8565,NAD27 to WGS 84 (31),concatenated operation,4267,4326,EPSG-Can Que,31,1368,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,,OGP,OGP,2000/10/19,,1,1
+8566,NAD83 to WGS 84 (6),concatenated operation,4269,4326,EPSG-Can Qc,6,1368,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,,OGP,OGP,2000/10/19,,1,1
+8567,OSGB36 / National Grid to WGS 84 (1),concatenated operation,27700,4326,EPSG-Gbr,1,1264,Assumes ETRS89 is coincident with WGS 84. Accuracy about 0.5m.,,,,,Assumes ETRF89 is coincident with WGS 84. Accuracy about 0.5m.,OGP,OGP,2000/10/19,,1,1
+8568,Deir ez Zor to WGS 84 (1),concatenated operation,4227,4326,EPSG-Syr,1,2329,Oil exploration,,,,,"Can be implemented as a position vector tfm with param. values dX=-174.6 dY=-3.1 dZ=238.1m; rX=rY=0 rZ=0.814""; dS=-0.38 ppm.",OGP,OGP,2000/10/19,,1,0
+8569,ED50 to WGS 84 (21),concatenated operation,4230,4326,EPSG-Nor N65 1997,21,2332,Oil exploration before 1997/2001.,,,,,Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Replaced by ED50 to WGS 84 (23) (code 1612) in April 2001.,EPSG guidance note #10.,OGP,2007/03/22,2007.043,1,0
+8570,ED50 to ETRS89 (2),concatenated operation,4230,4258,5Nat-NSea98,2,2330,Offshore.,,,,,Taken from ED50 to WGS 84 (14) (code 8046). In 1998 agreed that within the accuracy of that transformation WGS 84 equates to ETRS89 and the transformation would relate ED50 to ETRS89.,Statens Kartverk.,OGP,2001/06/05,2000.720 2001.060,1,1
+8571,Accra to WGS 84 (2),concatenated operation,4168,4326,EPSG-Gha,2,1505,Oil industry.,,,,,"Can be implemented as a position vector tfm with param. values dX=-171.16 dY=17.29 dZ=325.21m; rX=rY=0 rZ=0.814""; dS=-0.38 ppm. Found in use within oil industry erroneously concatenated as dX=-171.16 dY=17.29 dZ=327.81m; rX=rY0 rZ=0.554"" dS=0.2263 ppm.",OGP,OGP,2000/10/19,,1,0
+8572,Amersfoort to WGS 84 (2),concatenated operation,4289,4326,EPSG-Nld,2,1275,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Parameter values for step 1 from Amersfoort to ETRS89 (2) (code 1751). Step 2 assumes that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes Amersfoort to WGS 84 (1) (code 1112).,OGP,OGP,2000/10/19,,1,1
+8573,RGF93 to WGS 84 (1),concatenated operation,4171,4326,EPSG-Fra,1,1096,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,,OGP,OGP,2000/10/19,,1,1
+8574,American Samoa 1962 to WGS 84 (2),concatenated operation,4169,4326,EPSG-Asm,2,2288,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84.",,,,,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARNS) can be considered to be coincident with WGS 84.",OGP,OGP,2000/10/19,,1,1
+8575,American Samoa 1962 to WGS 84 (3),concatenated operation,4169,4326,EPSG-Asm,3,2289,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84.",,,,,"Transformation actually to NAD83(HARN), but for many purposes NAD83(HARNS) can be considered to be coincident with WGS 84.",OGP,OGP,2000/10/19,,1,1
+8576,AGD66 to WGS 84 (9),concatenated operation,4202,4326,EPSG-Aus Tas 1m,9,1282,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD66 to WGS 84 (4) (code 8398).,OGP,OGP,2000/10/19,,1,1
+8577,AGD66 to WGS 84 (10),concatenated operation,4202,4326,EPSG-Aus NT,10,2284,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,OGP,OGP,2000/10/19,,1,1
+8578,AGD66 to WGS 84 (11),concatenated operation,4202,4326,EPSG-Aus,11,2287,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD66 to WGS 84 (3) (code 8396) and AGD66 to WGS 84 (6) (code 8408).,OGP,OGP,2000/10/19,,1,1
+8579,AGD84 to WGS 84 (6),concatenated operation,4203,4326,EPSG-Aus WA,6,1280,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD84 to WGS 84 (5) (code 8560).,OGP,OGP,2000/10/19,,1,1
+8580,IRENET95 to WGS 84 (1),concatenated operation,4173,4326,OSI-Ire,1,1305,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,OGP,OGP,2000/10/19,,1,1
+8581,PSD93 to WGS 84 (2),concatenated operation,4134,4326,PDO-Omn 93,2,1183,Oil exploration.,,,,,"Replaced by PSD93 to WGS 84 (1) (code 1439) in 1997. Can be implemented as a position vector tfm with parameter values dX= -182.046 dY= -225.604 dZ=+173.384m rX= -0.616 rY= -1.655 rZ=+8.378"" dS=16.8673ppm.",Petroleum Development Oman,OGP,2007/03/22,2007.043,1,0
+8582,Old Hawaiian to WGS 84 (2),concatenated operation,4135,4326,EPSG-Usa Hi,2,1334,Approximation at the +/- 1m level.,,,,,Transformation steps are from Old Hawaiian to NAD83(HARN) (1) (code 8508) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8583,Puerto Rico to WGS 84 (2),concatenated operation,4139,4326,EPSG-PRVI,2,1335,Approximation at the +/- 1m level.,,,,,Transformation steps are from Puerto Rico to NAD83(HARN) (1) (code 8481) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2002/01/18,2002.020,1,0
+8584,NAD27 to NAD83(CSRS98) (3),concatenated operation,4267,4140,EPSG-Can AB,3,2376,Accuracy 1-2 metres.,,,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 8585.,OGP,OGP,2001/08/15,,1,1
+8585,NAD27 to WGS 84 (36),concatenated operation,4267,4326,EPSG-Can AB,36,2376,Approximation at the +/- 1m level.,,,,,Steps based on concatenated transformation NAD27 to NAD83(CSRS) (3) (code 8635) assuming that NAD83(CSRS) is equivalent to WGS 84.,OGP,OGP,2002/07/13,2002.410,1,0
+8586,NAD27 to NAD83(HARN) (38),concatenated operation,4267,4152,NGS-Usa AR,38,1374,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8592.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2001/08/15,,1,0
+8587,NAD27 to NAD83(HARN) (39),concatenated operation,4267,4152,NGS-Usa IA,39,1384,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8600.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2001/08/15,,1,0
+8588,NAD27 to NAD83(HARN) (40),concatenated operation,4267,4152,NGS-Usa MN,40,1392,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8608.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2001/08/15,,1,0
+8589,NAD27 to NAD83(HARN) (41),concatenated operation,4267,4152,NGS-Usa MO,41,1394,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8610.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,OGP,2001/08/15,,1,0
+8590,NAD27 to WGS 84 (37),concatenated operation,4267,4326,EPSG-Usa AL,37,1372,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (1) (code 8460) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2004/12/28,2004.740,1,0
+8591,NAD27 to WGS 84 (38),concatenated operation,4267,4326,EPSG-Usa AZ,38,1373,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (2) (code 8461) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8592,NAD27 to WGS 84 (39),concatenated operation,4267,4326,EPSG-Usa AR,39,1374,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (38) (code 8586) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8593,NAD27 to WGS 84 (40),concatenated operation,4267,4326,EPSG-Usa CA n,40,2297,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (3) (code 8462) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8594,NAD27 to WGS 84 (41),concatenated operation,4267,4326,EPSG-Usa CA s,41,2298,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (4) (code 8463) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8595,NAD27 to WGS 84 (42),concatenated operation,4267,4326,EPSG-Usa CO,42,1376,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (5) (code 8464) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8596,NAD27 to WGS 84 (43),concatenated operation,4267,4326,EPSG-Usa FL,43,1379,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (7) (code 8466) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8597,NAD27 to WGS 84 (44),concatenated operation,4267,4326,EPSG-Usa GA,44,1380,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (6) (code 8465) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8598,NAD27 to WGS 84 (45),concatenated operation,4267,4326,EPSG-Usa IL,45,1382,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (36) (code 8553) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8599,NAD27 to WGS 84 (46),concatenated operation,4267,4326,EPSG-Usa IN,46,1383,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (30) (code 8509) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8600,NAD27 to WGS 84 (47),concatenated operation,4267,4326,EPSG-Usa IA,47,1384,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (39) (code 8587) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8601,NAD27 to WGS 84 (48),concatenated operation,4267,4326,EPSG-Usa KS,48,1385,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (31) (code 8510) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8602,NAD27 to WGS 84 (49),concatenated operation,4267,4326,EPSG-Usa KY,49,1386,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (10) (code 8469) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8603,NAD27 to WGS 84 (50),concatenated operation,4267,4326,EPSG-Usa LA,50,1387,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (11) (code 8470) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8604,NAD27 to WGS 84 (51),concatenated operation,4267,4326,EPSG-Usa ME,51,1388,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (13) (code 8472) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8605,NAD27 to WGS 84 (52),concatenated operation,4267,4326,EPSG-Usa DE MD,52,2377,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (12) (code 8471) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8606,NAD27 to WGS 84 (53),concatenated operation,4267,4326,EPSG-Usa NewEng,53,2378,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (17) (code 8476) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8607,NAD27 to WGS 84 (54),concatenated operation,4267,4326,EPSG-Usa MI,54,1391,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (14) (code 8473) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8608,NAD27 to WGS 84 (55),concatenated operation,4267,4326,EPSG-Usa MN,55,1392,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (40) (code 8588) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8609,NAD27 to WGS 84 (56),concatenated operation,4267,4326,EPSG-Usa MS,56,1393,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (15) (code 8474) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8610,NAD27 to WGS 84 (57),concatenated operation,4267,4326,EPSG-Usa MO,57,1394,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (41) (code 8589) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8611,NAD27 to WGS 84 (58),concatenated operation,4267,4326,EPSG-Usa ID MT e,58,2382,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (8) (code 8467) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8612,NAD27 to WGS 84 (59),concatenated operation,4267,4326,EPSG-Usa ID MT w,59,2383,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (9) (code 8468) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8613,NAD27 to WGS 84 (60),concatenated operation,4267,4326,EPSG-Usa NE,60,1396,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (16) (code 8475) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8614,NAD27 to WGS 84 (61),concatenated operation,4267,4326,EPSG-Usa NV,61,1397,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (32) (code 8511) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8615,NAD27 to WGS 84 (62),concatenated operation,4267,4326,EPSG-Usa NJ,62,1399,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (37) (code 8554) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8616,NAD27 to WGS 84 (63),concatenated operation,4267,4326,EPSG-Usa NM,63,1400,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (18) (code 8477) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8617,NAD27 to WGS 84 (64),concatenated operation,4267,4326,EPSG-Usa NY,64,1401,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (19) (code 8478) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8618,NAD27 to WGS 84 (65),concatenated operation,4267,4326,EPSG-Usa ND,65,1403,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (20) (code 8479) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8619,NAD27 to WGS 84 (66),concatenated operation,4267,4326,EPSG-Usa OH,66,1404,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (33) (code 8512) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8620,NAD27 to WGS 84 (67),concatenated operation,4267,4326,EPSG-Usa OK,67,1405,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (21) (code 8480) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8621,NAD27 to WGS 84 (68),concatenated operation,4267,4326,EPSG-Usa OR WA,68,2381,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (27) (code 8487) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8622,NAD27 to WGS 84 (69),concatenated operation,4267,4326,EPSG-Usa SD,69,1410,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (22) (code 8482) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8623,NAD27 to WGS 84 (70),concatenated operation,4267,4326,EPSG-Usa TN,70,1411,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (23) (code 8483) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8624,NAD27 to WGS 84 (71),concatenated operation,4267,4326,EPSG-Usa TX e,71,2379,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (24) (code 8484) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8625,NAD27 to WGS 84 (72),concatenated operation,4267,4326,EPSG-Usa TX w,72,2380,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (25) (code 8485) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8626,NAD27 to WGS 84 (73),concatenated operation,4267,4326,EPSG-Usa UT,73,1413,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (34) (code 8513) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8627,NAD27 to WGS 84 (74),concatenated operation,4267,4326,EPSG-Usa VA,74,1415,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (26) (code 8486) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8628,NAD27 to WGS 84 (75),concatenated operation,4267,4326,EPSG-Usa WV,75,1417,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (35) (code 8514) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8629,NAD27 to WGS 84 (76),concatenated operation,4267,4326,EPSG-Usa WI,76,1418,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (28) (code 8488) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8630,NAD27 to WGS 84 (77),concatenated operation,4267,4326,EPSG-Usa WY,77,1419,Approximation at the +/- 1m level.,,,,,Transformation steps are from NAD27 to NAD83(HARN) (29) (code 8489) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2001/08/15,,1,0
+8631,Garoua to WGS 84 (1),concatenated operation,4197,4326,EPSG-Cmr,1,2590,Oil industry.,,,,,,OGP,OGP,2002/02/12,,1,0
+8632,Kousseri to WGS 84 (1),concatenated operation,4198,4326,EPSG-Cmr,1,2591,Oil industry.,,,,,,OGP,OGP,2002/02/12,,1,0
+8633,Yoff to WGS 84 (1),concatenated operation,4310,4326,EPSG-SEN,1,1207,Military purposes.,,,,,"Derived via WGS72. Can be used as a single positon vector transformation with parameter vaues of dX = -37 m, dY = +157 m, dZ = +89.5 m, rX = rY = 0 sec, rZ = 0.554 sec, dS = 0.219 ppm",TotalFinaElf,OGP,2002/06/22,,1,0
+8634,Beduaram to WGS 84 (1),concatenated operation,4213,4326,ELF-Ner SE,1,2771,Oil exploration.,,,,,"Derived via WGS72BE. Can be used as a single positon vector transformation with parameter vaues of dX = -101 m, dY = -111 m, dZ = +188.9 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm",TotalFinaElf,OGP,2002/06/28,,1,0
+8635,NAD27 to NAD83(CSRS) (3),concatenated operation,4267,4617,EPSG-Can AB,3,2376,Accuracy 1-2 metres.,,,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 8585.,OGP,OGP,2002/07/13,,1,0
+8636,Carthage (Paris) to WGS 84 (1),concatenated operation,4816,4326,EPSG-Tun,1,1236,For military purposes.,,,,,,,OGP,2002/09/19,,1,0
+8637,Lisbon (Lisbon) to WGS 84 (1),concatenated operation,4803,4326,EPSG-Prt,1,1294,For applications to an accuracy of 2 metres.,,,,,,OGP,OGP,2003/08/14,2003.234,1,0
+8638,Makassar (Jakarta) to WGS 84 (1),concatenated operation,4804,4326,EPSG - Idn Sul SW,1,1316,Oil exploration.,,,,,,,OGP,2002/09/19,,1,0
+8639,NGO 1948 (Oslo) to WGS 84 (1),concatenated operation,4817,4326,EPSG-Nor,1,1182,For military purposes.,,,,,,,OGP,2002/09/19,,1,0
+8640,Nord Sahara 1959 (Paris) to WGS 84 (1),concatenated operation,4819,4326,EPSG-Dza,1,1026,For military purposes.,,,,,,,OGP,2002/09/19,,1,1
+8641,Segara (Jakarta) to WGS 84 (1),concatenated operation,4820,4326,EPSG-Idn Kal SW,1,1359,Accuracy estimate not available.,,,,,,,OGP,2002/09/19,,1,0
+8642,S-JTSK (Ferro) to WGS 84 (1),concatenated operation,4818,4326,EPSG-Cze,1,1306,?,,,,,,,OGP,2002/09/19,,1,0
+8643,Greek to WGS 84 (1),concatenated operation,4120,4326,EPSG-Grc,1,1106,5m accuracy,,,,,,OGP,OGP,2002/09/19,,1,0
+8644,Greek (Athens) to WGS 84 (1),concatenated operation,4815,4326,EPSG-Grc,1,1106,5m accuracy.,,,,,,OGP,OGP,2002/09/19,,1,0
+8645,MGI (Ferro) to WGS 84 (2),concatenated operation,4805,4326,BEV-Aut,2,1037,2m accuracy,,,,,,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2002/09/19,,1,0
+8646,Manoca 1962 to WGS 84 (1),concatenated operation,4193,4326,OGP-Cmr,1,2555,Oil exploration,,,,,"Derived via WGS72BE. Can be used as a single positon vector transformation with parameter vaues of dX = -56.7 m, dY = -171.8 m, dZ = -40.6 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm",,OGP,2002/11/18,,1,1
+8647,NAD27 to WGS 84 (78),concatenated operation,4267,4326,EPSG-Can E Off,78,2831,Oil industry operations.,,,,,,Various oil industry sources.,OGP,2003/02/25,,1,0
+8648,Lisbon 1890 (Lisbon) to WGS 84 (1),concatenated operation,4904,4326,EPSG-Prt 5m,1,1294,Low accuracy applications.,,,,,,OGP,OGP,2003/08/14,,1,0
+8649,Lisbon 1890 (Lisbon) to WGS 84 (2),concatenated operation,4904,4326,EPSG-Prt 1m,2,1294,Medium accuracy applications.,,,,,,OGP,OGP,2003/08/14,,1,0
+8650,Palestine 1923 to WGS 84 (2),concatenated operation,4281,4326,SoI-Isr,2,1126,Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31°15'N).,,,,,"Can be implemented as a geocentric translation tfm with param. values dX = -229m, dY = -67m, dZ= +277m.",Survey of Israel.,OGP,2008/06/24,2008.045,1,0
+8651,Vientiane 1982 to WGS 84 (1),concatenated operation,4676,4326,EPSG-Lao,1,1138,Accuracy: 5m.,,,,,"Can be implemented as a geocentric translation tfm with param. values dX = 42.358m, dY = -124.688m, dZ= -37.366m.",OGP,OGP,2004/04/27,,1,0
+8652,Lao 1993 to WGS 84 (1),concatenated operation,4677,4326,EPSG-Lao,1,1138,Accuracy: 5m.,,,,,"Can be implemented as a geocentric translation tfm with param. values dX = 43.933m, dY = -129.593m, dZ= -39.331m.",OGP,OGP,2004/04/27,,1,0
+8653,ED50 to WGS 84 (14),concatenated operation,4230,4326,5Nat-NSea90,14,2330,Primarily oil industry usage.,,,,,"1990 agreement between Denmark, Germany, Great Britain, Netherlands and Norway. Replaces 1981 6-nations agreement between ED50 and WGS72 or WGS72BE. Only actively used offshore Norway but see ED50 to WGS 84 (24) (code 1613) for simpler transformation.","Norwegian Mapping Authority publication 1990:1 ""The transformation between ED50 and WGS84 for exploration purposes in the North Sea"".",OGP,2007/03/22,2007.043,1,0
+8654,ED50 to ETRS89 (2),concatenated operation,4230,4258,5Nat-NSea98,2,2330,Offshore.,,,,,Taken from ED50 to WGS 84 (14) (code 8046). In 1998 agreed that within the accuracy of that transformation WGS 84 equates to ETRS89 and the transformation would relate ED50 to ETRS89.,Statens Kartverk.,OGP,2005/05/30,,1,0
+8655,Manoca 1962 to WGS 84 (2),concatenated operation,4193,4326,OGP-Cmr,2,2555,Oil exploration,,,,,"Derived via WGS 72BE. Can be implemented as a single positon vector transformation with parameter vaues of dX = -56.7 m, dY = -171.8 m, dZ = -38.7 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm.",OGP,OGP,2005/12/15,,1,0
+8656,Mhast (offshore) to WGS 84 (1),concatenated operation,4705,4326,OGP-Ago Cab,1,3180,Oil industry exploration and production between 1979 and 1987.,,,,,"Derived via WGS 72BE. Can be implemented as a single positon vector transformation with parameter vaues of dX = -255.0 m, dY = -29.0 m, dZ = -103.1 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm.",OGP,OGP,2006/01/06,,1,0
+8657,Egypt Gulf of Suez S-650 TL to WGS 84 (1),concatenated operation,4706,4326,OGP-Egy GoS,1,2341,Oil industry exploration and production between 1980 and 1984.,,,,,"Can be implemented as a single positon vector transformation with parameter vaues of dX = -123.0 m, dY = 98.0 m, dZ = 3.9 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm. Replaced by Egypt Gulf of Suez S-650 TL to WGS 84 (2) (tfm code 15846).",OGP,OGP,2007/03/22,2007.043,1,0
+8658,Pulkovo 1942 to WGS 84 (16),concatenated operation,4284,4326,OGP-Rus,1,1198,Accuracy ???,,,,,"Derived via PZ-90. Can be implemented as a single coordinate frame rotation transformation with parameter vaues of dX = 25.0 m, dY = -141.0 m, dZ = -78.5 m, rX = 0.0 sec, rY = -0.35 sec, rZ = -0.736 sec, dS = 0 ppm.",OGP,OGP,2006/02/03,,1,1
+8659,Kertau (RSO) to WGS 84 (1),concatenated operation,4751,4326,OGP-Mys,1,1309,For transformation of MRT68 RSO coordinates.,,,,,Step 1 is necessary to rescale the grid units before using step 2.,OGP,OGP,2006/07/24,,1,0
+10000,RGF93 to NGF IGN69 height (1),transformation,4965,5720,IGN Fra,1,1326,Derivation of gravity-related heights from GPS observations.,0.5,9664,,,May be used for transformations from WGS 84 to NGF IGN69. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10001,ETRS89 to NGF IGN69 height (1),transformation,4937,5720,IGN Fra,1,1326,Derivation of gravity-related heights from GPS observations.,0.5,9664,,,Parameter values taken from RGF93 to NGF IGN69 (1) (code 10000) assuming that RGF93 is equivalent to ETRS89 within the accuracy of the transformation. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10002,RGF93 to IGN78 Corsica height (1),transformation,4965,5721,IGN Fra Cor,1,1327,Derivation of gravity-related heights from GPS observations.,0.5,9664,,,May be used for transformations from WGS 84 to IGN78 Corsica. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10003,ETRS89 to IGN78 Corsica height (1),transformation,4937,5721,IGN Fra Cor,1,1327,Derivation of gravity-related heights from GPS observations.,0.5,9664,,,Parameter values taken from RGF93 to IGN78 Corsica (1) (code 10002) assuming that RGF93 is equivalent to ETRS89 within the accuracy of the transformation. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10004,RRAF 1991 to Martinique 1987 height (1),transformation,4973,5756,IGN Mtq,1,1156,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1987. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10005,RRAF 1991 to Guadeloupe 1988 height (1),transformation,4973,5757,IGN Glp GT,1,2892,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10006,RRAF 1991 to Guadeloupe 1988 height (2),transformation,4973,5757,IGN Glp MG,2,2894,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10007,RRAF 1991 to Guadeloupe 1988 height (3),transformation,4973,5757,IGN Glp LSt,3,2895,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10008,RRAF 1991 to Guadeloupe 1988 height (4),transformation,4973,5757,IGN Glp Des,4,2893,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10009,RRAF 1991 to Guadeloupe 1988 height (5),transformation,4973,5757,IGN Glp StB,5,2891,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10010,RRAF 1991 to Guadeloupe 1988 height (6),transformation,4973,5757,IGN Glp StM,6,2890,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10011,RGFG95 to NGG1977 height (1),transformation,4967,5755,IGN Guf,1,1097,Derivation of gravity-related heights from GPS observations.,998,9664,,,May be used for transformations from WGS 84 to NGG1977. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10012,RGR92 to Reunion 1989 height (1),transformation,4971,5758,IGN Reu,1,1196,Derivation of gravity-related heights from GPS observations.,0.1,9664,,,May be used for transformations from WGS 84 to IGN 1989. Accuracy at each 0.02 deg x 0.02 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,OGP,2008/03/14,2008.010,1,0
+10013,NAD83 to NAVD88 height (1),transformation,4269,5703,NGS-US Conus NW,1,2973,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",OGP,2008/03/14,2008.010,1,0
+10014,NAD83 to NAVD88 height (2),transformation,4269,5703,NGS-US Conus CNW,2,2974,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",OGP,2008/03/14,2008.010,1,0
+10015,NAD83 to NAVD88 height (3),transformation,4269,5703,NGS-US Conus CNE,3,2975,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",OGP,2008/03/14,2008.010,1,0
+10016,NAD83 to NAVD88 height (4),transformation,4269,5703,NGS-US Conus NE,4,2976,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",OGP,2008/03/14,2008.010,1,0
+10017,NAD83 to NAVD88 height (5),transformation,4269,5703,NGS-US Conus SW,5,2977,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",OGP,2008/03/14,2008.010,1,0
+10018,NAD83 to NAVD88 height (6),transformation,4269,5703,NGS-US Conus CSW,6,2979,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",OGP,2008/03/14,2008.010,1,0
+10019,NAD83 to NAVD88 height (7),transformation,4269,5703,NGS-US Conus CSE,7,2979,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",OGP,2008/03/14,2008.010,1,0
+10020,NAD83 to NAVD88 height (8),transformation,4269,5703,NGS-US Conus SE,8,2980,Derivation of approximate gravity-related heights from GPS observations.,0.05,9665,,,"Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.","National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/",OGP,2008/03/14,2008.010,1,0
+10021,ETRS89 to Newlyn height (1),transformation,4937,5701,OS-UK Gbr,1,2792,Derivation of gravity-related heights from GPS observations.,0.02,9663,,,May be used for transformations from WGS 84 to Newlyn.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10022,ETRS89 to Belfast height (1),transformation,4937,5732,OS-UK NI,1,2530,Derivation of gravity-related heights from GPS observations.,0.03,9663,,,May be used for transformations from WGS 84 to Belfast.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10023,ETRS89 to Douglas height (1),transformation,4937,5750,OS-UK Man,1,2803,Derivation of gravity-related heights from GPS observations.,0.02,9663,,,May be used for transformations from WGS 84 to Douglas.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10024,ETRS89 to Fair Isle height (1),transformation,4937,5741,OS-UK Fair,1,2794,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Fair Isle.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10025,ETRS89 to Flannan Isles height (1),transformation,4937,5748,OS-UK Flan,1,2792,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Flannan Isles.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10026,ETRS89 to Foula height (1),transformation,4937,5743,OS-UK Foula,1,2796,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Foula.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10027,ETRS89 to Lerwick height (1),transformation,4937,5742,OS-UK Shet,1,2795,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Lerwick.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10028,ETRS89 to Malin Head height (1),transformation,4937,5731,OS-Ire,1,1305,Derivation of gravity-related heights from GPS observations.,0.04,9663,,,May be used for transformations from WGS 84 to Malin Head.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10029,ETRS89 to Newlyn (Orkney Isles) height (1),transformation,4937,5740,OS-UK Ork,1,2793,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Newlyn (Orkney Isles).,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10030,ETRS89 to North Rona height (1),transformation,4937,5745,OS-UK Rona,1,2798,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to North Rona.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10031,ETRS89 to St. Kilda height (1),transformation,4937,5747,OS-UK Kilda,1,2800,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to St. Kilda.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10032,ETRS89 to St. Marys height (1),transformation,4937,5749,OS-UK Scilly,1,2802,Derivation of gravity-related heights from GPS observations.,0,9663,,,May be used for transformations from WGS 84 to St. Marys.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10033,ETRS89 to Stornoway height (1),transformation,4937,5746,OS-UK Heb,1,2799,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Stornoway.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10034,ETRS89 to Sule Skerry height (1),transformation,4937,5744,OS-UK Sule,1,2797,Derivation of gravity-related heights from GPS observations.,0.05,9663,,,May be used for transformations from WGS 84 to Sule Skerry.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",OGP,2008/03/14,2008.010,1,0
+10035,GDA94 to AHD height (1),transformation,4939,5711,GA-Aus SC52,1,2899,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10036,GDA94 to AHD height (2),transformation,4939,5711,GA-Aus SC53,2,2900,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10037,GDA94 to AHD height (3),transformation,4939,5711,GA-Aus SC54,3,2901,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10038,GDA94 to AHD height (4),transformation,4939,5711,GA-Aus SD51,4,2902,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10039,GDA94 to AHD height (5),transformation,4939,5711,GA-Aus SD52,5,2903,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10040,GDA94 to AHD height (6),transformation,4939,5711,GA-Aus SD53,6,2904,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10041,GDA94 to AHD height (7),transformation,4939,5711,GA-Aus SD54,7,2905,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10042,GDA94 to AHD height (8),transformation,4939,5711,GA-Aus SD55,8,2906,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10043,GDA94 to AHD height (9),transformation,4939,5711,GA-Aus SE50,9,2907,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10044,GDA94 to AHD height (10),transformation,4939,5711,GA-Aus SE51,10,2908,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10045,GDA94 to AHD height (11),transformation,4939,5711,GA-Aus SE52,11,2909,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10046,GDA94 to AHD height (12),transformation,4939,5711,GA-Aus SE53,12,2910,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10047,GDA94 to AHD height (13),transformation,4939,5711,GA-Aus SE54,13,2911,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10048,GDA94 to AHD height (14),transformation,4939,5711,GA-Aus SE55,14,2912,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10049,GDA94 to AHD height (15),transformation,4939,5711,GA-Aus SF49,15,2913,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10050,GDA94 to AHD height (16),transformation,4939,5711,GA-Aus SF50,16,2914,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10051,GDA94 to AHD height (17),transformation,4939,5711,GA-Aus SF51,17,2915,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10052,GDA94 to AHD height (18),transformation,4939,5711,GA-Aus SF52,18,2916,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10053,GDA94 to AHD height (19),transformation,4939,5711,GA-Aus SF53,19,2917,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10054,GDA94 to AHD height (20),transformation,4939,5711,GA-Aus SF54,20,2918,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10055,GDA94 to AHD height (21),transformation,4939,5711,GA-Aus SF55,21,2919,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10056,GDA94 to AHD height (22),transformation,4939,5711,GA-Aus SF56,22,2920,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10057,GDA94 to AHD height (23),transformation,4939,5711,GA-Aus SG49,23,2921,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10058,GDA94 to AHD height (24),transformation,4939,5711,GA-Aus SG50,24,2922,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10059,GDA94 to AHD height (25),transformation,4939,5711,GA-Aus SG51,25,2923,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10060,GDA94 to AHD height (26),transformation,4939,5711,GA-Aus SG52,26,2924,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10061,GDA94 to AHD height (27),transformation,4939,5711,GA-Aus SG53,27,2925,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10062,GDA94 to AHD height (28),transformation,4939,5711,GA-Aus SG54,28,2926,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10063,GDA94 to AHD height (29),transformation,4939,5711,GA-Aus SG55,29,2927,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10064,GDA94 to AHD height (30),transformation,4939,5711,GA-Aus SG56,30,2928,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10065,GDA94 to AHD height (31),transformation,4939,5711,GA-Aus SH49,31,2929,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10066,GDA94 to AHD height (32),transformation,4939,5711,GA-Aus SH50,32,2930,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10067,GDA94 to AHD height (33),transformation,4939,5711,GA-Aus SH51,33,2931,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10068,GDA94 to AHD height (34),transformation,4939,5711,GA-Aus SH52,34,2932,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10069,GDA94 to AHD height (35),transformation,4939,5711,GA-Aus SH53,35,2933,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10070,GDA94 to AHD height (36),transformation,4939,5711,GA-Aus SH54,36,2934,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10071,GDA94 to AHD height (37),transformation,4939,5711,GA-Aus SH55,37,2935,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10072,GDA94 to AHD height (38),transformation,4939,5711,GA-Aus SH56,38,2936,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10073,GDA94 to AHD height (39),transformation,4939,5711,GA-Aus SI50,39,2937,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10074,GDA94 to AHD height (40),transformation,4939,5711,GA-Aus SI51,40,2938,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10075,GDA94 to AHD height (41),transformation,4939,5711,GA-Aus SI53,41,2939,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10076,GDA94 to AHD height (42),transformation,4939,5711,GA-Aus SI54,42,2940,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10077,GDA94 to AHD height (43),transformation,4939,5711,GA-Aus SI55,43,2941,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10078,GDA94 to AHD height (44),transformation,4939,5711,GA-Aus SI56,44,2942,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10079,GDA94 to AHD height (45),transformation,4939,5711,GA-Aus SJ53,45,2943,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10080,GDA94 to AHD height (46),transformation,4939,5711,GA-Aus SJ54,46,2944,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10081,GDA94 to AHD height (47),transformation,4939,5711,GA-Aus SJ55,47,2945,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10082,GDA94 to AHD height (48),transformation,4939,5711,GA-Aus SJ56,48,2946,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10083,GDA94 to AHD (Tasmania) height (1),transformation,4939,5712,GA-Aus SK55,1,2947,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD (Tasmania). Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",OGP,2008/03/14,2006.131 2008.010,1,0
+10084,WGS 84 to EGM96 Geoid height (1),transformation,4979,5773,NGA-World,1,1262,Derivation of gravity-related heights from GPS observations.,1,9661,,,Replaces WGS 84 to EGM84 geoid (1) (tfm code 15781).,,OGP,2008/03/14,2005.560 2006.131 2008.010,1,0
+10085,Trinidad 1903 to WGS 84 (2),transformation,4302,4326,EOG-Tto Trin,2,1339,Oil exploration.,3,9603,,,"Parameter values provided to EOG by Trinidad Ministry of Energy and Energy Industries. Used by EOG offshore Trinidad (including Pelican, Kiskadee and Ibis fields) since 1996.",EOG Resources.,OGP,2004/06/27,,1,0
+10086,JAD69 to WGS 72 (1),transformation,4242,4322,SD-Jam,1,3342,For military mapping.,15,9603,,,Derived in 1977 through Transit observations at 2 stations by US DMA.,Survey Department,OGP,2007/01/19,2007.001,1,0
+10087,Jamaica 1875 / Jamaica (Old Grid) to JAD69 / Jamaica National Grid (1),transformation,24100,24200,SD-Jam,1,3342,Topographic mapping.,1.5,9624,,,Derived by least squares fit at primary triangulation stations. Accuracy will be less outside of this network due to extrapolation.,Survey Department,OGP,2007/01/19,2006.890 2007.001,1,0
+10088,JAD69 / Jamaica National Grid to Jamaica 1875 / Jamaica (Old Grid) (1),transformation,24200,24100,SD-Jam,1,3342,Topographic mapping.,1.5,9624,,,Derived by least squares fit at primary triangulation stations. Accuracy will be less outside of this network due to extrapolation.,Survey Department,OGP,2007/01/19,2006.890 2007.001,1,0
+10089,Aratu to WGS 84 (5),transformation,4208,4326,EXM-Bra Santos,5,2962,Oil exploration.,7,9603,,,Used by ExxonMobil for block BMS1.,ExxonMobil,OGP,2004/10/14,,1,0
+10090,Aratu to WGS 84 (6),transformation,4208,4326,EXM-Bra Campos,6,2963,Oil exploration.,7,9603,,,"Used by ExxonMobil for block BC10. Derived from earlier Shell position vector tfm where dX = -181m, dY = +294m, dZ = -144.5m, rX = rY = 0, rZ = +0.554s, dS = +0.219 ppm.",ExxonMobil,OGP,2006/02/03,2006.110,1,0
+10091,Aratu to WGS 84 (7),transformation,4208,4326,EXM-Bra EspS,7,2964,Oil exploration.,7,9603,,,Used by ExxonMobil for block BMES1.,ExxonMobil,OGP,2004/10/14,,1,0
+10092,Aratu to WGS 84 (8),transformation,4208,4326,EXM-Bra Pel,8,2965,Oil exploration.,7,9603,,,Used by ExxonMobil for block BP1.,ExxonMobil,OGP,2004/10/14,,1,0
+10093,Aratu to WGS 84 (9),transformation,4208,4326,EXM-Bra off,9,2966,Oil exploration.,15,9603,,,Used by ExxonMobil for offshore regional studies.,ExxonMobil,OGP,2004/10/14,,1,0
+10094,Nouakchott 1965 to WGS 84 (1),transformation,4208,4326,IGN-Mau,1,2972,Oil exploration.,5,9603,,,Derived by IGN in 1992 at 7 stations within Nouakchott city.,IGN Paris.,OGP,2004/10/14,,1,1
+10095,Mauritania 1999 / UTM zone 28N to WGS 84 / UTM zone 28N (1),transformation,3103,32628,MMI-Mau W,1,2971,Minerals management.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",OGP,2005/10/25,2005.580,1,1
+10096,Mauritania 1999 / UTM zone 29N to WGS 84 / UTM zone 29N (1),transformation,3104,32629,MMI-Mau C,2,2970,Minerals management.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",OGP,2005/10/25,2005.580,1,1
+10097,Mauritania 1999 / UTM zone 30N to WGS 84 / UTM zone 30N (1),transformation,3105,32630,MMI-Mau E,3,2969,Minerals management.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",OGP,2005/10/25,2005.580,1,1
+10098,KKJ to ETRS89 (2),transformation,4123,4258,NLS-Fin JHS153,2,1095,In most areas accuracy is approximately 0.5m although in some areas it is in the order of 2m.,0.5,9607,,,May be taken as approximate transformation KKJ to WGS 84 - see code 10099. Replaces KKJ to ETRS89 (1) (code 1638).,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/03/22,2004.120 2007.043,1,0
+10099,KKJ to WGS 84 (2),transformation,4123,4326,EPSG-Fin JHS153,2,1095,For applications to an accuracy of 1 to 2 metres.,1,9607,,,Parameter values from KKJ to ETRS89 (2) (code 10098). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces KKJ to WGS 84 (1) (code 1639).,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/03/22,2005.780 2006.950 2007.043,1,0
+10101,Alabama CS27 East zone,conversion,,,,,2154,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+10102,Alabama CS27 West zone,conversion,,,,,2155,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+10131,SPCS83 Alabama East zone (meters),conversion,,,,,2154,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+10132,SPCS83 Alabama West zone (meters),conversion,,,,,2155,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+10201,Arizona Coordinate System East zone,conversion,,,,,2167,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+10202,Arizona Coordinate System Central zone,conversion,,,,,2166,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+10203,Arizona Coordinate System West zone,conversion,,,,,2168,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+10231,SPCS83 Arizona East zone (meters),conversion,,,,,2167,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines origin in International feet. FE = 700000ft. See code 15304 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2000.093 2001.030,1,0
+10232,SPCS83 Arizona Central zone (meters),conversion,,,,,2166,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines origin in International feet. FE = 700000ft. See code 15305 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+10233,SPCS83 Arizona West zone (meters),conversion,,,,,2168,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines origin in International feet. FE = 700000ft. See code 15306 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2000.093 2001.030,1,0
+10301,Arkansas CS27 North,conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+10302,Arkansas CS27 South,conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+10331,SPCS83 Arkansas North zone (meters),conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15385 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 1999.280 2001.030 2006.903,1,0
+10332,SPCS83 Arkansas South zone (meters),conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15386 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 1999.280 2001.030 2006.903,1,0
+10401,California CS27 zone I,conversion,,,,,2175,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+10402,California CS27 zone II,conversion,,,,,2176,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+10403,California CS27 zone III,conversion,,,,,2177,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+10404,California CS27 zone IV,conversion,,,,,2178,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+10405,California CS27 zone V,conversion,,,,,2179,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+10406,California CS27 zone VI,conversion,,,,,2180,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+10407,California CS27 zone VII,conversion,,,,,2181,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,1
+10408,California CS27 zone VII,conversion,,,,,2181,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,2005/07/05,,1,0
+10420,California Albers,conversion,,,,,1375,Used for resource mapping of whole state.,0,9822,,,Created at the Stephen P Teale Data Center.,"California Spatial Information Library (CaSIL), http://gis.ca.gov",OGP,2005/09/19,,1,0
+10431,SPCS83 California zone 1 (meters),conversion,,,,,2175,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15307 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+10432,SPCS83 California zone 2 (meters),conversion,,,,,2176,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15308 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+10433,SPCS83 California zone 3 (meters),conversion,,,,,2177,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15309 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+10434,SPCS83 California zone 4 (meters),conversion,,,,,2178,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15310 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+10435,SPCS83 California zone 5 (meters),conversion,,,,,2182,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15311 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+10436,SPCS83 California zone 6 (meters),conversion,,,,,2180,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15312 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+10501,Colorado CS27 North zone,conversion,,,,,2184,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+10502,Colorado CS27 Central zone,conversion,,,,,2183,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,2008/02/08,1995.300 1996.290 1999.280 2008.006,1,0
+10503,Colorado CS27 South zone,conversion,,,,,2185,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+10531,SPCS83 Colorado North zone (meters),conversion,,,,,2184,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15313 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+10532,SPCS83 Colorado Central zone (meters),conversion,,,,,2183,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15314 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+10533,SPCS83 Colorado South zone (meters),conversion,,,,,2185,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15315 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+10600,Connecticut CS27,conversion,,,,,1377,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 1999.280 2000.094,1,0
+10630,SPCS83 Connecticut zone (meters),conversion,,,,,1377,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15316 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2000.094 2001.030,1,0
+10700,Delaware CS27,conversion,,,,,1378,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+10730,SPCS83 Delaware zone (meters),conversion,,,,,1378,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15317 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2000.094 2001.030,1,0
+10901,Florida CS27 East zone,conversion,,,,,2186,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+10902,Florida CS27 West zone,conversion,,,,,2188,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+10903,Florida CS27 North zone,conversion,,,,,2187,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+10931,SPCS83 Florida East zone (meters),conversion,,,,,2186,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15318 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+10932,SPCS83 Florida West zone (meters),conversion,,,,,2188,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15319 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+10933,SPCS83 Florida North zone (meters),conversion,,,,,2187,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15320 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+10934,Florida GDL Albers (meters),conversion,,,,,1379,Used by Florida agencies for publishing State-wide spatial data on a single projection.,0,9822,,,,"Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj",OGP,2004/08/13,,1,0
+11001,Georgia CS27 East zone,conversion,,,,,2189,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+11002,Georgia CS27 West zone,conversion,,,,,2190,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+11031,SPCS83 Georgia East zone (meters),conversion,,,,,2189,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15321 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+11032,SPCS83 Georgia West zone (meters),conversion,,,,,2190,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15322 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+11101,Idaho CS27 East zone,conversion,,,,,2192,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+11102,Idaho CS27 Central zone,conversion,,,,,2191,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+11103,Idaho CS27 West zone,conversion,,,,,2193,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+11131,SPCS83 Idaho East zone (meters),conversion,,,,,2192,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15323 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+11132,SPCS83 Idaho Central zone (meters),conversion,,,,,2191,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15324 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+11133,SPCS83 Idaho West zone (meters),conversion,,,,,2193,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15325 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+11201,Illinois CS27 East zone,conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+11202,Illinois CS27 West zone,conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+11231,SPCS83 Illinois East zone (meters),conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15387 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 2001.030 2006.903,1,0
+11232,SPCS83 Illinois West zone (meters),conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15388 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 2001.030 2006.903,1,0
+11301,Indiana CS27 East zone,conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+11302,Indiana CS27 West zone,conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+11331,SPCS83 Indiana East zone (meters),conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15372 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2002/10/13,1995.300 1996.290 2001.030 2002.770,1,0
+11332,SPCS83 Indiana West zone (meters),conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15373 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2002/10/13,1995.300 1996.290 2001.030 2002.770,1,0
+11401,Iowa CS27 North zone,conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+11402,Iowa CS27 South zone,conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+11431,SPCS83 Iowa North zone (meters),conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15377 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 1999.280 2001.030 2006.903,1,0
+11432,SPCS83 Iowa South zone (meters),conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15378 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 1999.280 2001.030 2006.903,1,0
+11501,Kansas CS27 North zone,conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+11502,Kansas CS27 South zone,conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+11531,SPCS83 Kansas North zone (meters),conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15379 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 1999.280 2001.030 2006.903,1,0
+11532,SPCS83 Kansas South zone (meters),conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15380 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 1999.280 2001.030 2006.903,1,0
+11601,Kentucky CS27 North zone,conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+11602,Kentucky CS27 South zone,conversion,,,,,2203,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+11630,SPCS83 Kentucky Single Zone (meters),conversion,,,,,1386,Used for spatial data management for whole State.,0,9802,,,See code 15375 for equivalent non-metric definition.,"Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",OGP,2004/09/22,,1,0
+11631,Kentucky CS83 North zone,conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280,1,1
+11632,SPCS83 Kentucky South zone (meters),conversion,,,,,2203,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15329 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+11701,Louisiana CS27 North zone,conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+11702,Louisiana CS27 South zone,conversion,,,,,2205,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+11703,Louisiana CS27 Offshore zone,conversion,,,,,1387,Not used in oil industry. Usage for other applications is not known.,0,9802,,,This projection is NOT used for oil industry purposes - use Louisiana CS27 Offshore zone (proj 11702) on shelf and BLM (proj 15915-16) in deep water protraction areas.,USGS Professional Paper #1395,OGP,2006/06/12,,1,0
+11731,SPCS83 Louisiana North zone (meters),conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15391 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007/01/19,1995.300 1996.290 1999.280 2001.030 2006.903,1,0
+11732,SPCS83 Louisiana South zone (meters),conversion,,,,,2529,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15392 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007/01/19,1995.300 1996.290 1999.280 2001.030 2006.903,1,0
+11733,SPCS83 Louisiana Offshore zone (meters),conversion,,,,,1387,Not used in oil industry. Usage for other applications is not known.,0,9802,,,This projection is NOT used for oil industry purposes. See code 15393 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007/01/19,2006.903,1,0
+11801,Maine CS27 East zone,conversion,,,,,2206,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+11802,Maine CS27 West zone,conversion,,,,,2207,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+11831,SPCS83 Maine East zone (meters),conversion,,,,,2206,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 11833 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2008/02/01,1995.300 1996.290 2001.030 2008.006,1,0
+11832,SPCS83 Maine West zone (meters),conversion,,,,,2207,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 11834 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2008/02/01,1995.300 1996.290 2001.030 2008.006,1,0
+11833,SPCS83 Maine East zone (US Survey feet),conversion,,,,,2206,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11831.,NOAA manual NOS NGS 5,OGP,2008/02/01,,1,0
+11834,SPCS83 Maine West zone (US Survey feet),conversion,,,,,2207,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11832.,NOAA manual NOS NGS 5,OGP,2008/02/01,,1,0
+11851,Maine CS2000 East zone (meters),conversion,,,,,2960,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/01,2008.006,1,0
+11852,Maine CS2000 Central zone,conversion,,,,,2959,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Supersedes CS27 and CS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2007/02/06,,1,1
+11853,Maine CS2000 West zone (meters),conversion,,,,,2958,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/01,2008.006,1,0
+11854,Maine CS2000 Central zone (meters),conversion,,,,,2959,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/01,2008.006,1,0
+11900,Maryland CS27,conversion,,,,,1389,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 1999.280 2000.094,1,0
+11930,SPCS83 Maryland zone (meters),conversion,,,,,1389,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15330 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2000.094 2001.030,1,0
+12001,Massachusetts CS27 Mainland zone,conversion,,,,,2209,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+12002,Massachusetts CS27 Island zone,conversion,,,,,2208,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+12031,SPCS83 Massachusetts Mainland zone (meters),conversion,,,,,2209,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15331 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,1999/04/22,1995.300 1996.290 1999.280 2001.030,1,0
+12032,SPCS83 Massachusetts Island zone (meters),conversion,,,,,2208,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15332 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+12101,Michigan State Plane East zone,conversion,,,,,1720,Obsolete.,0,9807,,,Replaced by central and south zones.,USGS Professional Paper #1395,OGP,2005/05/21,1995.300 1996.290 1998.220 2000.092 2005.240,1,0
+12102,Michigan State Plane Old Central zone,conversion,,,,,1721,Obsolete.,0,9807,,,Replaced by central and south zones.,USGS Professional Paper #1395,OGP,2005/05/21,1995.300 1996.290 1998.220 2005.240,1,0
+12103,Michigan State Plane West zone,conversion,,,,,1723,Obsolete.,0,9807,,,Replaced by north zone.,USGS Professional Paper #1395,OGP,2005/05/21,1995.300 1996.290 1998.220 2000.092 2005.240,1,0
+12111,Michigan CS27 North zone,conversion,,,,,1723,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.280 1996.290 1998.220 1999.280,1,0
+12112,Michigan CS27 Central zone,conversion,,,,,1724,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.280 1996.290 1998.220 1999.280,1,0
+12113,Michigan CS27 South zone,conversion,,,,,1725,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.280 1996.290 1998.220 1999.280,1,0
+12141,SPCS83 Michigan North zone (meters),conversion,,,,,1723,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15333 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+12142,SPCS83 Michigan Central zone (meters),conversion,,,,,1724,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15334 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+12143,SPCS83 Michigan South zone (meters),conversion,,,,,1725,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15335 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+12150,Michigan Oblique Mercator (meters),conversion,,,,,1391,Used for spatial data presentation for whole state.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=499840.252 m, Nc=528600.303 m.","Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf",OGP,2004/06/16,,1,0
+12201,Minnesota CS27 North zone,conversion,,,,,2214,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+12202,Minnesota CS27 Central zone,conversion,,,,,2213,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+12203,Minnesota CS27 South zone,conversion,,,,,2215,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+12231,SPCS83 Minnesota North zone (meters),conversion,,,,,2214,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 12234 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2008/02/01,1995.300 1996.290 1999.280 2001.030 2008.006,1,0
+12232,SPCS83 Minnesota Central zone (meters),conversion,,,,,2213,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 12235 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2008/02/01,1995.300 1996.290 1999.280 2001.030 2008.006,1,0
+12233,SPCS83 Minnesota South zone (meters),conversion,,,,,2215,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 12236 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2008/02/01,1995.300 1996.290 1999.280 2001.030 2008.006,1,0
+12234,SPCS83 Minnesota North zone (US Survey feet),conversion,,,,,2214,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12231.,NOAA manual NOS NGS 5,OGP,2008/02/01,,1,0
+12235,SPCS83 Minnesota Central zone (US Survey feet),conversion,,,,,2213,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12232.,NOAA manual NOS NGS 5,OGP,2008/02/01,,1,0
+12236,SPCS83 Minnesota South zone (US Survey feet),conversion,,,,,2215,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12233.,NOAA manual NOS NGS 5,OGP,2008/02/01,,1,0
+12301,Mississippi CS27 East zone,conversion,,,,,2216,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+12302,Mississippi CS27 West zone,conversion,,,,,2217,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+12331,SPCS83 Mississippi East zone (meters),conversion,,,,,2216,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15336 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+12332,SPCS83 Mississippi West zone (meters),conversion,,,,,2217,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15337 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+12401,Missouri CS27 East zone,conversion,,,,,2219,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.180 1995.300 1996.290 2000.092,1,0
+12402,Missouri CS27 Central zone,conversion,,,,,2218,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+12403,Missouri CS27 West zone,conversion,,,,,2220,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+12431,SPCS83 Missouri East zone (meters),conversion,,,,,2219,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+12432,SPCS83 Missouri Central zone (meters),conversion,,,,,2218,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+12433,SPCS83 Missouri West zone (meters),conversion,,,,,2220,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+12501,Montana CS27 North zone,conversion,,,,,2211,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+12502,Montana CS27 Central zone,conversion,,,,,2210,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+12503,Montana CS27 South zone,conversion,,,,,2212,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+12530,SPCS83 Montana zone (meters),conversion,,,,,1395,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15338 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2000.094 2001.030,1,0
+12601,Nebraska CS27 North zone,conversion,,,,,2221,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+12602,Nebraska CS27 South zone,conversion,,,,,2222,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+12630,SPCS83 Nebraska zone (meters),conversion,,,,,1396,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15396 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2008/02/01,1995.300 1996.290 1999.280 2000.094 2001.030 2008.006,1,0
+12701,Nevada CS27 East zone,conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+12702,Nevada CS27 Central zone,conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.093,1,0
+12703,Nevada CS27 West zone,conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+12731,SPCS83 Nevada East zone (meters),conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15381 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 2001.030 2006.904,1,0
+12732,SPCS83 Nevada Central zone (meters),conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15382 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 2001.030 2006.904,1,0
+12733,SPCS83 Nevada West zone (meters),conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15383 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 2001.030 2006.904,1,0
+12800,New Hampshire CS27,conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+12830,SPCS83 New Hampshire zone (meters),conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15389 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 2000.094 2001.030 2006.903,1,0
+12900,New Jersey CS27,conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.094,1,0
+12930,SPCS83 New Jersey zone (meters),conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15384 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 2000.094 2001.030 2006.903,1,0
+13001,New Mexico CS27 East zone,conversion,,,,,2228,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+13002,New Mexico CS27 Central zone,conversion,,,,,2229,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+13003,New Mexico CS27 West zone,conversion,,,,,2230,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+13031,SPCS83 New Mexico East zone (meters),conversion,,,,,2228,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15339 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+13032,SPCS83 New Mexico Central zone (meters),conversion,,,,,2231,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15340 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+13033,SPCS83 New Mexico West zone (meters),conversion,,,,,2232,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15341 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+13101,New York CS27 East zone,conversion,,,,,2234,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.180 1995.300 1996.290 2000.092,1,0
+13102,New York CS27 Central zone,conversion,,,,,2233,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+13103,New York CS27 West zone,conversion,,,,,2236,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+13104,New York CS27 Long Island zone,conversion,,,,,2235,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13131,SPCS83 New York East zone (meters),conversion,,,,,2234,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15342 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+13132,SPCS83 New York Central zone (meters),conversion,,,,,2233,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15343 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+13133,SPCS83 New York West zone (meters),conversion,,,,,2236,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15344 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+13134,SPCS83 New York Long Island zone (meters),conversion,,,,,2235,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15345 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+13200,North Carolina CS27,conversion,,,,,1402,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 1999.280 2000.094,1,0
+13230,SPCS83 North Carolina zone (meters),conversion,,,,,1402,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15346 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2000.094 2001.030,1,0
+13301,North Dakota CS27 North zone,conversion,,,,,2237,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13302,North Dakota CS27 South zone,conversion,,,,,2238,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13331,SPCS83 North Dakota North zone (meters),conversion,,,,,2237,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15347 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+13332,SPCS83 North Dakota South zone (meters),conversion,,,,,2238,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15348 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+13401,Ohio CS27 North zone,conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13402,Ohio CS27 South zone,conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13431,SPCS83 Ohio North zone (meters),conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 13433 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030 2007.035,1,0
+13432,SPCS83 Ohio South zone (meters),conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 13434 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007/03/13,1995.300 1996.290 1999.280 2001.030 2007.035,1,0
+13433,SPCS83 Ohio North zone (US Survey feet),conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13431.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+13434,SPCS83 Ohio South zone (US Survey feet),conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13432.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+13501,Oklahoma CS27 North zone,conversion,,,,,2241,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13502,Oklahoma CS27 South zone,conversion,,,,,2242,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13531,SPCS83 Oklahoma North zone (meters),conversion,,,,,2241,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15349 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+13532,SPCS83 Oklahoma South zone (meters),conversion,,,,,2242,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15350 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+13601,Oregon CS27 North zone,conversion,,,,,2243,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13602,Oregon CS27 South zone,conversion,,,,,2244,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13631,SPCS83 Oregon North zone (meters),conversion,,,,,2243,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15351 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+13632,SPCS83 Oregon South zone (meters),conversion,,,,,2244,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15352 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+13633,Oregon GIC Lambert (meters),conversion,,,,,1406,Used by Oregon agencies for publishing State-wide spatial data on a single projection.,0,9802,,,See code 15375 for equivalent non-metric definition.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",OGP,2002/12/19,,1,0
+13701,Pennsylvania CS27 North zone,conversion,,,,,2245,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13702,Pennsylvania CS27 South zone,conversion,,,,,2246,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13731,SPCS83 Pennsylvania North zone (meters),conversion,,,,,2245,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15353 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+13732,SPCS83 Pennsylvania South zone (meters),conversion,,,,,2246,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15354 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+13800,Rhode Island CS27,conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.094,1,0
+13830,SPCS83 Rhode Island zone (meters),conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15390 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2006/12/20,1995.300 1996.290 2000.094 2001.030 2006.903,1,0
+13901,South Carolina CS27 North zone,conversion,,,,,2247,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13902,South Carolina CS27 South zone,conversion,,,,,2248,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+13930,SPCS83 South Carolina zone (meters),conversion,,,,,1409,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15355 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2000.094 2001.030,1,0
+14001,South Dakota CS27 North zone,conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14002,South Dakota CS27 South zone,conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14031,SPCS83 South Dakota North zone (meters),conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15394 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007/01/19,1995.300 1996.290 1999.280 2001.030 2006.903,1,0
+14032,SPCS83 South Dakota South zone (meters),conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15395 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007/01/19,1995.300 1996.290 1999.280 2001.030 2006.903,1,0
+14100,Tennessee CS27,conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 1999.280 2000.094,1,1
+14130,SPCS83 Tennessee zone (meters),conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15356 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2000.094 2001.030,1,0
+14201,Texas CS27 North zone,conversion,,,,,2253,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14202,Texas CS27 North Central zone,conversion,,,,,2254,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14203,Texas CS27 Central zone,conversion,,,,,2252,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14204,Texas CS27 South Central zone,conversion,,,,,2256,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14205,Texas CS27 South zone,conversion,,,,,2255,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14231,SPCS83 Texas North zone (meters),conversion,,,,,2253,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15357 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14232,SPCS83 Texas North Central zone (meters),conversion,,,,,2254,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15358 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14233,SPCS83 Texas Central zone (meters),conversion,,,,,2252,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15359 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14234,SPCS83 Texas South Central zone (meters),conversion,,,,,2527,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15360 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14235,SPCS83 Texas South zone (meters),conversion,,,,,2528,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15361 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14251,Texas State Mapping System (meters),conversion,,,,,1412,Single projection for all state.,0,9802,,,Replaces Shackleford.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2004/06/16,,1,0
+14252,Shackleford,conversion,,,,,1412,Single projection for all state.,0,9802,,,"Replaced by TSMS. ¶Care: survey data in Texas uses the US survey foot, not the International foot used by this projection.","Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2004/06/16,,1,0
+14253,Texas Centric Lambert Conformal,conversion,,,,,1412,Single conformal projection for all state.,0,9802,,,Use TCMC/AEA for applications requiring true area measurement.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2004/06/16,,1,0
+14254,Texas Centric Albers Equal Area,conversion,,,,,1412,Single equal-area projection for all state.,0,9822,,,Use TCMC/LC for applications requiring true shape preservation.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2004/06/16,,1,0
+14301,Utah CS27 North zone,conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14302,Utah CS27 Central zone,conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14303,Utah CS27 South zone,conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14331,SPCS83 Utah North zone (meters),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,OGP,2007/01/20,1995.300 1996.290 1999.280 2001.030 2006.905,1,0
+14332,SPCS83 Utah Central zone (meters),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,OGP,2007/01/20,1995.300 1996.290 1999.280 2001.030 2006.905,1,0
+14333,SPCS83 Utah South zone (meters),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,OGP,2007/01/20,1995.300 1996.290 1999.280 2001.030 2006.905,1,0
+14400,Vermont CS27,conversion,,,,,1414,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.094,1,0
+14430,SPCS83 Vermont zone (meters),conversion,,,,,1414,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2000.094 2001.030,1,0
+14501,Virginia CS27 North zone,conversion,,,,,2260,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14502,Virginia CS27 South zone,conversion,,,,,2261,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14531,SPCS83 Virginia North zone (meters),conversion,,,,,2260,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15365 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14532,SPCS83 Virginia South zone (meters),conversion,,,,,2261,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15366 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14601,Washington CS27 North zone,conversion,,,,,2262,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14602,Washington CS27 South zone,conversion,,,,,2263,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14631,SPCS83 Washington North zone (meters),conversion,,,,,2273,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15367 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14632,SPCS83 Washington South zone (meters),conversion,,,,,2274,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15368 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14701,West Virginia CS27 North zone,conversion,,,,,2264,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14702,West Virginia CS27 South zone,conversion,,,,,2265,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14731,SPCS83 West Virginia North zone (meters),conversion,,,,,2264,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See projection code 14735 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2008/06/23,1995.300 1996.290 1999.280 2001.030 2008.006 2008.041,1,0
+14732,SPCS83 West Virginia South zone (meters),conversion,,,,,2265,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See projection code 14736 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2008/06/23,1995.300 1996.290 1999.280 2001.030 2008.006 2008.041,1,0
+14733,SPCS83 West Virginia North zone (US Survey feet),conversion,,,,,2264,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14731.,NOAA manual NOS NGS 5,OGP,2008/02/01,,1,1
+14734,SPCS83 West Virginia South zone (US Survey feet),conversion,,,,,2265,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14732.,NOAA manual NOS NGS 5,OGP,2008/02/01,,1,1
+14735,SPCS83 West Virginia North zone (US Survey feet),conversion,,,,,2264,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14731.,NOAA manual NOS NGS 5,OGP,2008/06/23,,1,0
+14736,SPCS83 West Virginia South zone (US Survey feet),conversion,,,,,2265,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14732.,NOAA manual NOS NGS 5,OGP,2008/02/23,,1,0
+14801,Wisconsin CS27 North zone,conversion,,,,,2267,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14802,Wisconsin CS27 Central zone,conversion,,,,,2266,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14803,Wisconsin CS27 South zone,conversion,,,,,2268,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+14811,Wisconsin Transverse Mercator 27,conversion,,,,,1418,Used for state-wide applications.,0,9807,,,Designed to cover the state in a single zone.,Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,OGP,2005/04/21,2005.170,1,0
+14831,SPCS83 Wisconsin North zone (meters),conversion,,,,,2267,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15369 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14832,SPCS83 Wisconsin Central zone (meters),conversion,,,,,2266,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15370 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14833,SPCS83 Wisconsin South zone (meters),conversion,,,,,2268,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15371 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+14841,Wisconsin Transverse Mercator 83,conversion,,,,,1418,Used for state-wide applications.,0,9807,,,Designed to cover the state in a single zone.,Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,OGP,2004/04/23,,1,0
+14901,Wyoming CS27 East zone,conversion,,,,,2269,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+14902,Wyoming CS27 East Central zone,conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+14903,Wyoming CS27 West Central zone,conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+14904,Wyoming CS27 West zone,conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 2000.092,1,0
+14931,SPCS83 Wyoming East zone (meters),conversion,,,,,2269,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14935 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007/03/13,1995.300 1996.290 2000.092 2001.030 2007.033,1,0
+14932,SPCS83 Wyoming East Central zone (meters),conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14936 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007/03/13,1995.300 1996.290 2000.092 2001.030 2007.033,1,0
+14933,SPCS83 Wyoming West Central zone (meters),conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14937 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007/03/13,1995.300 1996.290 2000.092 2001.030 2007.033,1,0
+14934,SPCS83 Wyoming West zone (meters),conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14938 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007/03/13,1995.300 1996.290 2000.092 2001.030 2007.033,1,0
+14935,SPCS83 Wyoming East zone (US Survey feet),conversion,,,,,2269,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14931.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+14936,SPCS83 Wyoming East Central zone (US Survey feet),conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14932.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+14937,SPCS83 Wyoming West Central zone (US Survey feet),conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14933.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+14938,SPCS83 Wyoming West zone (US Survey feet),conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14934.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+15001,Alaska CS27 zone 1,conversion,,,,,2156,Used for large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=2685642.82 ftUS, Nc=1887198.47 ftUS.",USGS Professional Paper #1395,OGP,1997/04/11,1996.290 1997.080,1,0
+15002,Alaska CS27 zone 2,conversion,,,,,2158,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15003,Alaska CS27 zone 3,conversion,,,,,2159,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15004,Alaska CS27 zone 4,conversion,,,,,2160,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15005,Alaska CS27 zone 5,conversion,,,,,2161,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15006,Alaska CS27 zone 6,conversion,,,,,2162,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15007,Alaska CS27 zone 7,conversion,,,,,2163,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15008,Alaska CS27 zone 8,conversion,,,,,2164,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15009,Alaska CS27 zone 9,conversion,,,,,2165,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15010,Alaska CS27 zone 10,conversion,,,,,2157,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+15020,Alaska Albers,conversion,,,,,1330,Small scale mapping and state planning.,0,9822,,,,,OGP,2002/09/19,,1,0
+15021,Alaska Albers (meters),conversion,,,,,1330,Small scale mapping and state planning.,0,9822,,,,State of Alaska Department of Natural Resources.,OGP,2006/11/11,,1,0
+15031,SPCS83 Alaska zone 1 (meters),conversion,,,,,2156,Used for large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=818585.57 m, Nc=575219.25 m.",NOAA manual NOS NGS 5,OGP,2001/11/06,1996.290 2001.030,1,0
+15032,SPCS83 Alaska zone 2 (meters),conversion,,,,,2158,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15033,SPCS83 Alaska zone 3 (meters),conversion,,,,,2159,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15034,SPCS83 Alaska zone 4 (meters),conversion,,,,,2160,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15035,SPCS83 Alaska zone 5 (meters),conversion,,,,,2161,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15036,SPCS83 Alaska zone 6 (meters),conversion,,,,,2162,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15037,SPCS83 Alaska zone 7 (meters),conversion,,,,,2163,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15038,SPCS83 Alaska zone 8 (meters),conversion,,,,,2164,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15039,SPCS83 Alaska zone 9 (meters),conversion,,,,,2165,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15040,SPCS83 Alaska zone 10 (meters),conversion,,,,,2157,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+15101,Hawaii CS27 zone 1,conversion,,,,,1546,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15102,Hawaii CS27 zone 2,conversion,,,,,1547,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15103,Hawaii CS27 zone 3,conversion,,,,,1548,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15104,Hawaii CS27 zone 4,conversion,,,,,1549,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15105,Hawaii CS27 zone 5,conversion,,,,,1550,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,OGP,1995/12/02,1995.300 1996.290,1,0
+15131,SPCS83 Hawaii zone 1 (meters),conversion,,,,,1546,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15132,SPCS83 Hawaii zone 2 (meters),conversion,,,,,1547,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15133,SPCS83 Hawaii zone 3 (meters),conversion,,,,,1548,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15134,SPCS83 Hawaii zone 4 (meters),conversion,,,,,1549,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15135,SPCS83 Hawaii zone 5 (meters),conversion,,,,,1550,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 2001.030,1,0
+15138,SPCS83 Hawaii zone 3 (US Survey feet),conversion,,,,,1548,Used for large and medium scale topographic mapping and engineering survey by City and County of Honolulu.,0,9807,,,Not recognised by Federal authorities because there is no State law defining grid unit. For equivalent metric Federal definition see code 15133.,,OGP,2007/04/20,,1,0
+15201,Puerto Rico CS27,conversion,,,,,1194,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 1999.280 2000.094,1,0
+15202,St. Croix CS27,conversion,,,,,1254,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,2000/03/07,1995.300 1996.290 1999.280 2000.094,1,0
+15230,SPCS83 Puerto Rico & Virgin Islands zone (meters),conversion,,,,,2251,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,OGP,2001/11/06,1995.300 1996.290 1999.280 2001.030,1,0
+15297,SPCS83 Utah North zone (US Survey feet),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14331. For equivalent International foot definition see code 15362.,National Geodetic Survey (private communication),OGP,2007/01/20,,0,0
+15298,SPCS83 Utah Central zone (US Survey feet),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14332. For equivalent International foot definition see code 15363.,National Geodetic Survey (private communication),OGP,2007/01/20,,0,0
+15299,SPCS83 Utah South zone (US Survey feet),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14333. For equivalent International foot definition see code 15364.,National Geodetic Survey (private communication),OGP,2007/01/20,,0,0
+15300,American Samoa Lambert,conversion,,,,,1027,Used for large and medium scale topographic mapping and engineering survey.,0,9801,,,Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=o but radius to latitude of origin = -82000000 feet. US National Geodetic Survey confirms use of zero for False Northing.,US National Geodetic Survey (NGS),OGP,2000/10/19,,1,1
+15301,American Samoa Lambert,conversion,,,,,1027,Used for large and medium scale topographic mapping and engineering survey.,0,9801,,,"Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=0 but radius to latitude of origin = -82000000 feet. Thus False Northing = 312234.65 ftUS. NGS confirms value of FN, which is encoded within their algorithms but not published.",US National Geodetic Survey (NGS),OGP,2004/08/09,,1,1
+15302,Tennessee CS27,conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,OGP,2001/10/04,2001.450,1,0
+15303,SPCS83 Kentucky North zone (meters),conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15328 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2001/10/04,2001.030 2001.450,1,0
+15304,SPCS83 Arizona East zone (International feet),conversion,,,,,2167,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10231.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15305,SPCS83 Arizona Central zone (International feet),conversion,,,,,2166,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10232.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15306,SPCS83 Arizona West zone (International feet),conversion,,,,,2168,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10233.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15307,SPCS83 California zone 1 (US Survey feet),conversion,,,,,2175,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10431.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15308,SPCS83 California zone 2 (US Survey feet),conversion,,,,,2176,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10432.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15309,SPCS83 California zone 3 (US Survey feet),conversion,,,,,2177,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10433.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15310,SPCS83 California zone 4 (US Survey feet),conversion,,,,,2178,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10434.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15311,SPCS83 California zone 5 (US Survey feet),conversion,,,,,2182,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10435.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15312,SPCS83 California zone 6 (US Survey feet),conversion,,,,,2180,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10436.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15313,SPCS83 Colorado North zone (US Survey feet),conversion,,,,,2184,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10531.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15314,SPCS83 Colorado Central zone (US Survey feet),conversion,,,,,2183,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10532.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15315,SPCS83 Colorado South zone (US Survey feet),conversion,,,,,2185,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10533.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15316,SPCS83 Connecticut zone (US Survey feet),conversion,,,,,1377,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10630.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15317,SPCS83 Delaware zone (US Survey feet),conversion,,,,,1378,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10730.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15318,SPCS83 Florida East zone (US Survey feet),conversion,,,,,2186,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10931.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15319,SPCS83 Florida West zone (US Survey feet),conversion,,,,,2188,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10932.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15320,SPCS83 Florida North zone (US Survey feet),conversion,,,,,2187,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10933.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15321,SPCS83 Georgia East zone (US Survey feet),conversion,,,,,2189,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15322,SPCS83 Georgia West zone (US Survey feet),conversion,,,,,2190,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11032.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15323,SPCS83 Idaho East zone (US Survey feet),conversion,,,,,2192,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11131.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15324,SPCS83 Idaho Central zone (US Survey feet),conversion,,,,,2191,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11132.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15325,SPCS83 Idaho West zone (US Survey feet),conversion,,,,,2193,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11133.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15326,SPCS83 Indiana East zone (US Survey feet),conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,1
+15327,SPCS83 Indiana West zone (US Survey feet),conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,1
+15328,SPCS83 Kentucky North zone (US Survey feet),conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 15303.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15329,SPCS83 Kentucky South zone (US Survey feet),conversion,,,,,2203,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11632.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15330,SPCS83 Maryland zone (US Survey feet),conversion,,,,,1389,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11930.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15331,SPCS83 Massachusetts Mainland zone (US Survey feet),conversion,,,,,2209,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15332,SPCS83 Massachusetts Island zone (US Survey feet),conversion,,,,,2208,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12032.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15333,SPCS83 Michigan North zone (International feet),conversion,,,,,1723,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12141.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15334,SPCS83 Michigan Central zone (International feet),conversion,,,,,1724,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12142.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15335,SPCS83 Michigan South zone (International feet),conversion,,,,,1725,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12143.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15336,SPCS83 Mississippi East zone (US Survey feet),conversion,,,,,2216,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15337,SPCS83 Mississippi West zone (US Survey feet),conversion,,,,,2217,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15338,SPCS83 Montana zone (International feet),conversion,,,,,1395,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12530.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15339,SPCS83 New Mexico East zone (US Survey feet),conversion,,,,,2228,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15340,SPCS83 New Mexico Central zone (US Survey feet),conversion,,,,,2231,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13032.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15341,SPCS83 New Mexico West zone (US Survey feet),conversion,,,,,2232,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13033.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15342,SPCS83 New York East zone (US Survey feet),conversion,,,,,2234,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13131.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15343,SPCS83 New York Central zone (US Survey feet),conversion,,,,,2233,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13132.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15344,SPCS83 New York West zone (US Survey feet),conversion,,,,,2236,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13133.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15345,SPCS83 New York Long Island zone (US Survey feet),conversion,,,,,2235,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13134.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15346,SPCS83 North Carolina zone (US Survey feet),conversion,,,,,1402,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13230.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15347,SPCS83 North Dakota North zone (International feet),conversion,,,,,2237,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15348,SPCS83 North Dakota South zone (International feet),conversion,,,,,2238,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15349,SPCS83 Oklahoma North zone (US Survey feet),conversion,,,,,2241,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13531.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15350,SPCS83 Oklahoma South zone (US Survey feet),conversion,,,,,2242,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13532.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15351,SPCS83 Oregon North zone (International feet),conversion,,,,,2243,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13631.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15352,SPCS83 Oregon South zone (International feet),conversion,,,,,2244,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13632.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15353,SPCS83 Pennsylvania North zone (US Survey feet),conversion,,,,,2245,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13731.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15354,SPCS83 Pennsylvania South zone (US Survey feet),conversion,,,,,2246,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13732.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15355,SPCS83 South Carolina zone (International feet),conversion,,,,,1409,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13930.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15356,SPCS83 Tennessee zone (US Survey feet),conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14130.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15357,SPCS83 Texas North zone (US Survey feet),conversion,,,,,2253,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14231.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15358,SPCS83 Texas North Central zone (US Survey feet),conversion,,,,,2254,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14232.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15359,SPCS83 Texas Central zone (US Survey feet),conversion,,,,,2252,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14233.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15360,SPCS83 Texas South Central zone (US Survey feet),conversion,,,,,2527,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14234.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15361,SPCS83 Texas South zone (US Survey feet),conversion,,,,,2528,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14235.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15362,SPCS83 Utah North zone (International feet),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14331. For equivalent US Survey foot definition see code 15297.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/20,2006.905,0,0
+15363,SPCS83 Utah Central zone (International feet),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14332. For equivalent US Survey foot definition see code 15298.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/20,2006.905,0,0
+15364,SPCS83 Utah South zone (International feet),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14333. For equivalent US Survey foot definition see code 15299.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/20,2006.905,0,0
+15365,SPCS83 Virginia North zone (US Survey feet),conversion,,,,,2260,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14531.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15366,SPCS83 Virginia South zone (US Survey feet),conversion,,,,,2261,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14532.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15367,SPCS83 Washington North zone (US Survey feet),conversion,,,,,2273,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14631.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15368,SPCS83 Washington South zone (US Survey feet),conversion,,,,,2274,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14632.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15369,SPCS83 Wisconsin North zone (US Survey feet),conversion,,,,,2267,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14831.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15370,SPCS83 Wisconsin Central zone (US Survey feet),conversion,,,,,2266,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14832.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15371,SPCS83 Wisconsin South zone (US Survey feet),conversion,,,,,2268,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14833.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+15372,SPCS83 Indiana East zone (US Survey feet),conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2002/10/13,,1,0
+15373,SPCS83 Indiana West zone (US Survey feet),conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11332.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2002/10/13,,1,0
+15374,Oregon GIC Lambert (International feet),conversion,,,,,1406,Used by Oregon agencies for publishing State-wide spatial data on a single projection.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric definition see code 13633.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",OGP,2002/12/19,,1,0
+15375,SPCS83 Kentucky Single Zone (US Survey feet),conversion,,,,,1386,Used for spatial data management for whole State.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11630.,"Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",OGP,2004/09/22,,1,0
+15376,American Samoa Lambert,conversion,,,,,3109,Used for large and medium scale topographic mapping and engineering survey.,0,9801,,,Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=0 but radius to latitude of origin = -82000000 feet. US National Geodetic Survey confirms value for False Northing.,US National Geodetic Survey (NGS),OGP,2005/05/21,2005.230,1,0
+15377,SPCS83 Iowa North zone (US Survey feet),conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11431.,NOAA manual NOS NGS 5,OGP,2006/12/20,,1,0
+15378,SPCS83 Iowa South zone (US Survey feet),conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11432.,NOAA manual NOS NGS 5,OGP,2007/01/20,2006.903,1,0
+15379,SPCS83 Kansas North zone (US Survey feet),conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11531.,NOAA manual NOS NGS 5,OGP,2006/12/20,,1,0
+15380,SPCS83 Kansas South zone (US Survey feet),conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11532.,NOAA manual NOS NGS 5,OGP,2006/12/20,,1,0
+15381,SPCS83 Nevada East zone (US Survey feet),conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12731.,NOAA manual NOS NGS 5,OGP,2006/12/20,,1,0
+15382,SPCS83 Nevada Central zone (US Survey feet),conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12732.,NOAA manual NOS NGS 5,OGP,2006/12/20,,1,0
+15383,SPCS83 Nevada West zone (US Survey feet),conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12733.,NOAA manual NOS NGS 5,OGP,2006/12/20,,1,0
+15384,SPCS83 New Jersey zone (US Survey feet),conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12930.,NOAA manual NOS NGS 5,OGP,2006/12/20,,1,0
+15385,SPCS83 Arkansas North zone (US Survey feet),conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10331.,NOAA manual NOS NGS 5,OGP,2007/01/19,,1,0
+15386,SPCS83 Arkansas South zone (US Survey feet),conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10332.,NOAA manual NOS NGS 5,OGP,2007/01/19,,1,0
+15387,SPCS83 Illinois East zone (US Survey feet),conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11231.,NOAA manual NOS NGS 5,OGP,2006/12/20,,1,0
+15388,SPCS83 Illinois West zone (US Survey feet),conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11232.,NOAA manual NOS NGS 5,OGP,2006/12/20,,1,0
+15389,SPCS83 New Hampshire zone (US Survey feet),conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12830.,NOAA manual NOS NGS 5,OGP,2006/12/20,,1,0
+15390,SPCS83 Rhode Island zone (US Survey feet),conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13830.,NOAA manual NOS NGS 5,OGP,2006/12/20,,1,0
+15391,SPCS83 Louisiana North zone (US Survey feet),conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11731.,NOAA manual NOS NGS 5,OGP,2007/01/19,,1,0
+15392,SPCS83 Louisiana South zone (US Survey feet),conversion,,,,,2529,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11732.,NOAA manual NOS NGS 5,OGP,2007/01/19,,1,0
+15393,SPCS83 Louisiana Offshore zone (US Survey feet),conversion,,,,,1387,Not used in oil industry. Usage for other applications is not known.,0,9802,,,This projection is NOT used for oil industry purposes. State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11733.,NOAA manual NOS NGS 5,OGP,2007/01/19,,1,0
+15394,SPCS83 South Dakota North zone (US Survey feet),conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14031.,NOAA manual NOS NGS 5,OGP,2007/01/19,,1,0
+15395,SPCS83 South Dakota South zone (US Survey feet),conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14032.,NOAA manual NOS NGS 5,OGP,2007/01/19,,1,0
+15396,SPCS83 Nebraska zone (US Survey feet),conversion,,,,,1396,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12630.,NOAA manual NOS NGS 5,OGP,2008/02/01,,1,0
+15397,Great Lakes Albers,conversion,,,,,3467,Basin-wide mapping and analysis.,0,9822,,,,Great Lakes Fisheries Commission,OGP,2006/11/11,,1,0
+15398,Great Lakes and St Lawrence Albers,conversion,,,,,3468,Basin-wide mapping and analysis.,0,9822,,,,Great Lakes Fisheries Commission,OGP,2006/11/11,,1,0
+15399,Yap Islands,conversion,,,,,3108,"Public reference, land and photgrammetric survey, mapping.",0,9832,,,Origin is station YAP SECOR AMS 1965.,"Yap State Code, Title 20, Chapter 5. http://www.fsmlaw.org/yap/code/title20/T20_Ch05.htm",OGP,2005/05/21,,1,0
+15400,Guam SPCS,conversion,,,,,1110,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9831,,,,"US Geological Survey Professional Paper 1395; ""Map Projections - A Working Manual""; J. Snyder.",OGP,2004/04/22,,1,0
+15498,Geographic 2D axis order reversal,conversion,,,,,1262,Web mapping.,0,9843,,,"This conversion allows the creation of a user-defined geographic 2D CRS with axis order longitude, latitude from an EPSG geographic 2D CRS.",OGP,OGP,2008/03/28,,1,0
+15499,Geographic 3D horizontal axis order reversal,conversion,,,,,1262,Web mapping.,0,9844,,,"This conversion allows the creation of a user-defined geographic 3D CRS with axis order longitude, latitude, ellipsoid height from an EPSG geographic 3D CRS.",OGP,OGP,2008/03/28,,1,0
+15500,Australian Antarctic geocentric to geog3D,conversion,,,,,1278,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15501,Australian Antarctic geog3D to geog2D,conversion,,,,,1278,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15502,CHTRF95 geocentric to geog3D,conversion,,,,,1286,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15503,CHTRF95 geog3D to geog2D,conversion,,,,,1286,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15504,EST97 geocentric to geog3D,conversion,,,,,1090,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15505,EST97 geog3D to geog2D,conversion,,,,,1090,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.160 2005.490,1,1
+15506,ETRS89 geocentric to geog3D,conversion,,,,,1298,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15507,ETRS89 geog3D to geog2D,conversion,,,,,1298,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15508,GDA94 geocentric to geog3D,conversion,,,,,2575,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15509,GDA94 geog3D to geog2D,conversion,,,,,2575,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15510,Hartebeesthoek94 geocentric to geog3D,conversion,,,,,1215,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15511,Hartebeesthoek94 geog3D to geog2D,conversion,,,,,1215,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15512,IRENET95 geocentric to geog3D,conversion,,,,,1305,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15513,IRENET95 geog3D to geog2D,conversion,,,,,1305,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15514,ISN93 geocentric to geog3D,conversion,,,,,1120,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15515,ISN93 geog3D to geog2D,conversion,,,,,1120,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15516,JGD2000 geocentric to geog3D,conversion,,,,,1129,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15517,JGD2000 geog3D to geog2D,conversion,,,,,1129,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15518,LKS92 geocentric to geog3D,conversion,,,,,1139,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15519,LKS92 geog3D to geog2D,conversion,,,,,1139,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15520,LKS94 geocentric to geog3D,conversion,,,,,1145,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15521,LKS94 geocentric to geog3D,conversion,,,,,1145,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15522,Moznet geocentric to geog3D,conversion,,,,,1167,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15523,Moznet geog3D to geog2D,conversion,,,,,1167,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15524,NAD83(CSRS) geocentric to geog3D,conversion,,,,,1061,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2007/05/29,2005.490,1,1
+15525,NAD83(CSRS) geog3D to geog2D,conversion,,,,,1061,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2007/05/29,2005.490,1,1
+15526,NAD83(HARN) geocentric to geog3D,conversion,,,,,1337,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2004.750 2005.490,1,1
+15527,NAD83(HARN) geog3D to geog2D,conversion,,,,,1337,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2004.750 2005.490,1,1
+15528,NZGD2000 geocentric to geog3D,conversion,,,,,1175,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15529,NZGD2000 geog3D to geog2D,conversion,,,,,1175,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15530,POSGAR 98 geocentric to geog3D,conversion,,,,,1033,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15531,POSGAR 98 geog3D to geog2D,conversion,,,,,1033,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15532,REGVEN geocentric to geog3D,conversion,,,,,1251,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15533,REGVEN geog3D to geog2D,conversion,,,,,1251,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15534,RGF93 geocentric to geog3D,conversion,,,,,1096,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15535,RGF93 geog3D to geog2D,conversion,,,,,1096,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15536,RGFG95 geocentric to geog3D,conversion,,,,,1097,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15537,RGFG95 geog3D to geog2D,conversion,,,,,1097,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15538,RGNC91-93 geocentric to geog3D,conversion,,,,,1174,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006/07/26,2005.490 2006.620,1,1
+15539,RGNC91-93 geog3D to geog2D,conversion,,,,,1174,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006/07/26,2005.490 2006.620,1,1
+15540,RGR92 geocentric to geog3D,conversion,,,,,1196,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15541,RGR92 geog3D to geog2D,conversion,,,,,1196,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15542,RRAF 1991 geocentric to geog3D,conversion,,,,,2824,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15543,RRAF 1991 geog3D to geog2D,conversion,,,,,2824,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15544,SIRGAS geocentric to geog3D,conversion,,,,,3448,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006/07/29,2005.490 2006.465,1,1
+15545,SIRGAS geog3D to geog2D,conversion,,,,,3448,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006/07/29,2005.490 2006.465,1,1
+15546,SWEREF99 geocentric to geog3D,conversion,,,,,1225,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15547,SWEREF99 geog3D to geog2D,conversion,,,,,1225,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15548,WGS 84 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15549,WGS 84 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15550,Yemen NGN96 geocentric to geog3D,conversion,,,,,1257,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006/08/25,2005.490 2006.810,1,1
+15551,Yemen NGN96 geog3D to geog2D,conversion,,,,,1257,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006/08/25,2005.490 2006.810,1,1
+15552,IGM95 geocentric to geog3D,conversion,,,,,1127,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15553,IGM95 geog3D to geog2D,conversion,,,,,1127,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15554,WGS 72 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15555,WGS 72 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15556,WGS 72BE geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15557,WGS 72BE geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15558,SIRGAS 2000 geocentric to geog3D,conversion,,,,,3418,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006/07/21,2005.490 2006.465,1,1
+15559,SIRGAS 2000 geog3D to geog2D,conversion,,,,,3418,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006/07/21,2005.490 2006.465,1,1
+15560,Lao 1993 geocentric to geog3D,conversion,,,,,1138,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15561,Lao 1993 geog3D to geog2D,conversion,,,,,1138,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15562,Lao 1997 geocentric to geog3D,conversion,,,,,1138,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15563,Lao 1997 geog3D to geog2D,conversion,,,,,1138,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15564,PRS92 geocentric to geog3D,conversion,,,,,1190,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15565,PRS92 geog3D to geog2D,conversion,,,,,1190,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15566,MAGNA-SIRGAS geocentric to geog3D,conversion,,,,,1070,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15567,MAGNA-SIRGAS geog3D to geog2D,conversion,,,,,1070,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,2005.490,1,1
+15568,RGPF geocentric to geog3D,conversion,,,,,1098,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/08/12,,1,1
+15569,RGPF geog3D to geog2D,conversion,,,,,1098,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/08/12,,1,1
+15570,POSGAR 94 geocentric to geog3D,conversion,,,,,1033,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2005/09/12,,1,1
+15571,POSGAR 94 geog3D to geog2D,conversion,,,,,1033,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2005/09/12,,1,1
+15572,Korean 2000 geocentric to geog3D,conversion,,,,,1135,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006/01/30,,1,1
+15573,Korean 2000 geog3D to geog2D,conversion,,,,,1135,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006/01/30,,1,1
+15574,Mauritania 1999 geocentric to geog3D,conversion,,,,,1157,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006/03/16,,1,1
+15575,Mauritania 1999 geog3D to geog2D,conversion,,,,,1157,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006/03/16,,1,1
+15576,PZ-90 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006/02/03,,1,1
+15577,PZ-90 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006/02/03,,1,1
+15578,GDM2000 geocentric to geog3D,conversion,,,,,1151,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006/03/16,,1,1
+15579,GDM2000 geog3D to geog2D,conversion,,,,,1151,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006/03/16,,1,1
+15580,GR96 geocentric to geog3D,conversion,,,,,1107,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006/06/12,,1,1
+15581,GR96 geog3D to geog2D,conversion,,,,,1107,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006/06/12,,1,1
+15582,LGD2006 geocentric to geog3D,conversion,,,,,1143,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006/08/25,,1,1
+15583,LGD2006 geog3D to geog2D,conversion,,,,,1143,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006/08/25,,1,1
+15584,DGN95 geocentric to geog3D,conversion,,,,,1122,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006/08/25,,1,1
+15585,DGN95 geog3D to geog2D,conversion,,,,,1122,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006/08/25,,1,1
+15586,JAD2001 geocentric to geog3D,conversion,,,,,1128,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2007/01/19,,1,1
+15587,JAD2001 geog3D to geog2D,conversion,,,,,1128,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2007/01/19,,1,1
+15588,NAD83(NSRS2007) geocentric to geog3D,conversion,,,,,1511,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2007/03/13,,1,1
+15589,NAD83(NSRS2007) geog3D to geog2D,conversion,,,,,1511,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2007/03/13,,1,1
+15590,WGS 66 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2007/03/25,,1,1
+15591,WGS 66 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2007/03/25,,1,1
+15592,geocentric to geographic3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2007/08/27,,1,0
+15593,geographic3D to geographic2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2007/08/27,,1,0
+15594,EPSG topocentric example A,conversion,,,,,1263,Defines ellipsoidal coordinates of origin of topocentric CS.,0,9837,,,Example only.,EPSG Guidance Note #7-2.,OGP,2007/11/01,,1,0
+15595,EPSG topocentric example B,conversion,,,,,1263,Defines geocentric coordinates of origin of topocentric CS.,0,9836,,,Example only.,EPSG Guidance Note #7-2.,OGP,2007/11/01,,1,0
+15596,Tokyo + JSLD height to WGS 84 (7),transformation,7414,4979,GSI-Jpn 452142,7,2426,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15597,Tokyo + JSLD height to WGS 84 (8),transformation,7414,4979,GSI-Jpn 444141,8,2427,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15598,Tokyo + JSLD height to WGS 84 (9),transformation,7414,4979,GSI-Jpn 444142,9,2428,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15599,Tokyo + JSLD height to WGS 84 (10),transformation,7414,4979,GSI-Jpn 440141,10,2429,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15600,Tokyo + JSLD height to WGS 84 (11),transformation,7414,4979,GSI-Jpn 440142,11,2430,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15601,Tokyo + JSLD height to WGS 84 (12),transformation,7414,4979,GSI-Jpn 440143,12,2431,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15602,Tokyo + JSLD height to WGS 84 (13),transformation,7414,4979,GSI-Jpn 440144,13,2432,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15603,Tokyo + JSLD height to WGS 84 (14),transformation,7414,4979,GSI-Jpn 432141,14,2433,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15604,Tokyo + JSLD height to WGS 84 (15),transformation,7414,4979,GSI-Jpn 432142,15,2434,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15605,Tokyo + JSLD height to WGS 84 (16),transformation,7414,4979,GSI-Jpn 432143,16,2435,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15606,Tokyo + JSLD height to WGS 84 (17),transformation,7414,4979,GSI-Jpn 432144,17,2436,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15607,Tokyo + JSLD height to WGS 84 (18),transformation,7414,4979,GSI-Jpn 432145,18,2437,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15608,Tokyo + JSLD height to WGS 84 (19),transformation,7414,4979,GSI-Jpn 424140,19,2438,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15609,Tokyo + JSLD height to WGS 84 (20),transformation,7414,4979,GSI-Jpn 424141,20,2439,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15610,Tokyo + JSLD height to WGS 84 (21),transformation,7414,4979,GSI-Jpn 424142,21,2440,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15611,Tokyo + JSLD height to WGS 84 (22),transformation,7414,4979,GSI-Jpn 424143,22,2441,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15612,Tokyo + JSLD height to WGS 84 (23),transformation,7414,4979,GSI-Jpn 424144,23,2442,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15613,Tokyo + JSLD height to WGS 84 (24),transformation,7414,4979,GSI-Jpn 424145,24,2443,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15614,Tokyo + JSLD height to WGS 84 (25),transformation,7414,4979,GSI-Jpn 420139,25,2444,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15615,Tokyo + JSLD height to WGS 84 (26),transformation,7414,4979,GSI-Jpn 420140,26,2445,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15616,Tokyo + JSLD height to WGS 84 (27),transformation,7414,4979,GSI-Jpn 420141,27,2446,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15617,Tokyo + JSLD height to WGS 84 (28),transformation,7414,4979,GSI-Jpn 420142,28,2447,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15618,Tokyo + JSLD height to WGS 84 (29),transformation,7414,4979,GSI-Jpn 420143,29,2448,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15619,Tokyo + JSLD height to WGS 84 (30),transformation,7414,4979,GSI-Jpn 412140,30,2449,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15620,Tokyo + JSLD height to WGS 84 (31),transformation,7414,4979,GSI-Jpn 412141,31,2450,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15621,Tokyo + JSLD height to WGS 84 (32),transformation,7414,4979,GSI-Jpn 404140,32,2451,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15622,Tokyo + JSLD height to WGS 84 (33),transformation,7414,4979,GSI-Jpn 404141,33,2452,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15623,Tokyo + JSLD height to WGS 84 (34),transformation,7414,4979,GSI-Jpn 400139,34,2453,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15624,Tokyo + JSLD height to WGS 84 (35),transformation,7414,4979,GSI-Jpn 400140,35,2454,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15625,Tokyo + JSLD height to WGS 84 (36),transformation,7414,4979,GSI-Jpn 400141,36,2455,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15626,Tokyo + JSLD height to WGS 84 (37),transformation,7414,4979,GSI-Jpn 392139,37,2456,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15627,Tokyo + JSLD height to WGS 84 (38),transformation,7414,4979,GSI-Jpn 392140,38,2457,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15628,Tokyo + JSLD height to WGS 84 (39),transformation,7414,4979,GSI-Jpn 392141,39,2458,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15629,Tokyo + JSLD height to WGS 84 (40),transformation,7414,4979,GSI-Jpn 384139,40,2459,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15630,Tokyo + JSLD height to WGS 84 (41),transformation,7414,4979,GSI-Jpn 384140,41,2460,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15631,Tokyo + JSLD height to WGS 84 (42),transformation,7414,4979,GSI-Jpn 384141,42,2461,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15632,Tokyo + JSLD height to WGS 84 (43),transformation,7414,4979,GSI-Jpn 380139,43,2462,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15633,Tokyo + JSLD height to WGS 84 (44),transformation,7414,4979,GSI-Jpn 380140,44,2463,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15634,Tokyo + JSLD height to WGS 84 (45),transformation,7414,4979,GSI-Jpn 380141,45,2464,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15635,Tokyo + JSLD height to WGS 84 (46),transformation,7414,4979,GSI-Jpn 372136,46,2465,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15636,Tokyo + JSLD height to WGS 84 (47),transformation,7414,4979,GSI-Jpn 372137,47,2466,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15637,Tokyo + JSLD height to WGS 84 (48),transformation,7414,4979,GSI-Jpn 372138,48,2467,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15638,Tokyo + JSLD height to WGS 84 (49),transformation,7414,4979,GSI-Jpn 372139,49,2468,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15639,Tokyo + JSLD height to WGS 84 (50),transformation,7414,4979,GSI-Jpn 372140,50,2469,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15640,Tokyo + JSLD height to WGS 84 (51),transformation,7414,4979,GSI-Jpn 372141,51,2470,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15641,Tokyo + JSLD height to WGS 84 (52),transformation,7414,4979,GSI-Jpn 364136,52,2471,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15642,Tokyo + JSLD height to WGS 84 (53),transformation,7414,4979,GSI-Jpn 364137,53,2472,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15643,Tokyo + JSLD height to WGS 84 (54),transformation,7414,4979,GSI-Jpn 364138,54,2473,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15644,Tokyo + JSLD height to WGS 84 (55),transformation,7414,4979,GSI-Jpn 364139,55,2474,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15645,Tokyo + JSLD height to WGS 84 (56),transformation,7414,4979,GSI-Jpn 364140,56,2475,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15646,Tokyo + JSLD height to WGS 84 (57),transformation,7414,4979,GSI-Jpn 360136,57,2476,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15647,Tokyo + JSLD height to WGS 84 (58),transformation,7414,4979,GSI-Jpn 360137,58,2477,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15648,Tokyo + JSLD height to WGS 84 (59),transformation,7414,4979,GSI-Jpn 360138,59,2478,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15649,Tokyo + JSLD height to WGS 84 (60),transformation,7414,4979,GSI-Jpn 360139,60,2479,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15650,Tokyo + JSLD height to WGS 84 (61),transformation,7414,4979,GSI-Jpn 360140,61,2480,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15651,Tokyo + JSLD height to WGS 84 (62),transformation,7414,4979,GSI-Jpn 352132,62,2481,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15652,Tokyo + JSLD height to WGS 84 (63),transformation,7414,4979,GSI-Jpn 352133,63,2482,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15653,Tokyo + JSLD height to WGS 84 (64),transformation,7414,4979,GSI-Jpn 352134,64,2483,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15654,Tokyo + JSLD height to WGS 84 (65),transformation,7414,4979,GSI-Jpn 352135,65,2484,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15655,Tokyo + JSLD height to WGS 84 (66),transformation,7414,4979,GSI-Jpn 352136,66,2485,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15656,Tokyo + JSLD height to WGS 84 (67),transformation,7414,4979,GSI-Jpn 352137,67,2486,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15657,Tokyo + JSLD height to WGS 84 (68),transformation,7414,4979,GSI-Jpn 352138,68,2487,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15658,Tokyo + JSLD height to WGS 84 (69),transformation,7414,4979,GSI-Jpn 352139,69,2488,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15659,Tokyo + JSLD height to WGS 84 (70),transformation,7414,4979,GSI-Jpn 352140,70,2489,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15660,Tokyo + JSLD height to WGS 84 (71),transformation,7414,4979,GSI-Jpn 344132,71,2490,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15661,Tokyo + JSLD height to WGS 84 (72),transformation,7414,4979,GSI-Jpn 344133,72,2491,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15662,Tokyo + JSLD height to WGS 84 (73),transformation,7414,4979,GSI-Jpn 344134,73,2492,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15663,Tokyo + JSLD height to WGS 84 (74),transformation,7414,4979,GSI-Jpn 344135,74,2493,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15664,Tokyo + JSLD height to WGS 84 (75),transformation,7414,4979,GSI-Jpn 344136,75,2494,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15665,Tokyo + JSLD height to WGS 84 (76),transformation,7414,4979,GSI-Jpn 344137,76,2495,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15666,Tokyo + JSLD height to WGS 84 (77),transformation,7414,4979,GSI-Jpn 344138,77,2496,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15667,Tokyo + JSLD height to WGS 84 (78),transformation,7414,4979,GSI-Jpn 344139,78,2497,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15668,Tokyo + JSLD height to WGS 84 (79),transformation,7414,4979,GSI-Jpn 344140,79,2498,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15669,Tokyo + JSLD height to WGS 84 (80),transformation,7414,4979,GSI-Jpn 340130,80,2499,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15670,Tokyo + JSLD height to WGS 84 (81),transformation,7414,4979,GSI-Jpn 340131,81,2500,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15671,Tokyo + JSLD height to WGS 84 (82),transformation,7414,4979,GSI-Jpn 340132,82,2501,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15672,Tokyo + JSLD height to WGS 84 (83),transformation,7414,4979,GSI-Jpn 340133,83,2502,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15673,Tokyo + JSLD height to WGS 84 (84),transformation,7414,4979,GSI-Jpn 340134,84,2503,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15674,Tokyo + JSLD height to WGS 84 (85),transformation,7414,4979,GSI-Jpn 340135,85,2504,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15675,Tokyo + JSLD height to WGS 84 (86),transformation,7414,4979,GSI-Jpn 340136,86,2505,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15676,Tokyo + JSLD height to WGS 84 (87),transformation,7414,4979,GSI-Jpn 340137,87,2506,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15677,Tokyo + JSLD height to WGS 84 (88),transformation,7414,4979,GSI-Jpn 340138,88,2507,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15678,Tokyo + JSLD height to WGS 84 (89),transformation,7414,4979,GSI-Jpn 332129,89,2508,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15679,Tokyo + JSLD height to WGS 84 (90),transformation,7414,4979,GSI-Jpn 332130,90,2509,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15680,Tokyo + JSLD height to WGS 84 (91),transformation,7414,4979,GSI-Jpn 332131,91,2510,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15681,Tokyo + JSLD height to WGS 84 (92),transformation,7414,4979,GSI-Jpn 332132,92,2511,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15682,Tokyo + JSLD height to WGS 84 (93),transformation,7414,4979,GSI-Jpn 332133,93,2512,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15683,Tokyo + JSLD height to WGS 84 (94),transformation,7414,4979,GSI-Jpn 332134,94,2513,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15684,Tokyo + JSLD height to WGS 84 (95),transformation,7414,4979,GSI-Jpn 332135,95,2514,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15685,Tokyo + JSLD height to WGS 84 (96),transformation,7414,4979,GSI-Jpn 332136,96,2515,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15686,Tokyo + JSLD height to WGS 84 (97),transformation,7414,4979,GSI-Jpn 324129,97,2516,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15687,Tokyo + JSLD height to WGS 84 (98),transformation,7414,4979,GSI-Jpn 324130,98,2517,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15688,Tokyo + JSLD height to WGS 84 (99),transformation,7414,4979,GSI-Jpn 324131,99,2518,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15689,Tokyo + JSLD height to WGS 84 (100),transformation,7414,4979,GSI-Jpn 324132,100,2519,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15690,Tokyo + JSLD height to WGS 84 (101),transformation,7414,4979,GSI-Jpn 324133,101,2520,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15691,Tokyo + JSLD height to WGS 84 (102),transformation,7414,4979,GSI-Jpn 324134,102,2521,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15692,Tokyo + JSLD height to WGS 84 (103),transformation,7414,4979,GSI-Jpn 320130,103,2522,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15693,Tokyo + JSLD height to WGS 84 (104),transformation,7414,4979,GSI-Jpn 320131,104,2523,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15694,Tokyo + JSLD height to WGS 84 (105),transformation,7414,4979,GSI-Jpn 320132,105,2524,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15695,Tokyo + JSLD height to WGS 84 (106),transformation,7414,4979,GSI-Jpn 312130,106,2525,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15696,Tokyo + JSLD height to WGS 84 (107),transformation,7414,4979,GSI-Jpn 312131,107,2526,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15697,Tokyo + JSLD height to WGS 84 (6),transformation,7414,4979,GSI-Jpn 452141,6,2425,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2008/03/14,2008.010,1,0
+15698,ITRF2000 to ITRF2005 (1),transformation,4919,4896,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 2000.0. Rates dX=0.0002 m/yr, dy=-0.0001 m/yr, dZ=0.0018 m/yr, rX=rY=rZ=0.0""/yr, dS=-0.00008 ppm/yr.",International Earth Rotation Service (IERS). http://itrf.ensg.ign.fr/ITRF_solutions/2005/tp_05-00.php,OGP,2007/01/20,,1,0
+15699,NAD27 to WGS 84 (87),transformation,4267,4326,JECA-Mex GoM CamS,87,3462,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,"Developed by John E Chance and Associates at 19°44'N, 92°21'W. Geoid height used =-13.34m.",Fugro Chance,OGP,2008/06/24,2008.045,1,0
+15700,Gulshan 303 to WGS 84 (1),transformation,4682,4326,SB-BGD,1,1041,Oil exploration.,1,9603,,,Derived at origin station in Dhaka.,IGN Paris.,OGP,2004/10/14,,1,1
+15701,Kalianpur 1962 to WGS 84 (2),transformation,4145,4326,TFE-Pak Indus,2,2985,Oil exploration.,1,9603,,,Derived at Geodetic Survey office in Karachi in 1997.,Total,OGP,2004/10/14,,1,0
+15702,Kalianpur 1962 to WGS 84 (3),transformation,4145,4326,utp-Pak Badin,3,2984,Oil exploration.,3,9603,,,"Derived at station S0001, an approximate offset to Survey of India primary station Kat Baman, in 1992 from 180 single point Transit passes observed in 1991 by Fugro-Geodetic for UTP.",BP,OGP,2004/10/14,,1,0
+15703,Kalianpur 1962 to WGS 84 (4),transformation,4145,4326,utp-Pak Karachi,4,2982,Oil exploration.,3,9603,,,Derived at Chitrawala triangulation station by Fugro-Geodetic for UTP.,BP,OGP,2004/10/14,,1,0
+15704,Kalianpur 1962 to WGS 84 (5),transformation,4145,4326,utp-Pak E Sind,5,2983,Oil exploration.,3,9606,,,Derived by Western Geophysical for UTP 1996 East Sind 2D survey.,Arco,OGP,2004/10/14,,1,0
+15705,Minna to WGS 84 (12),transformation,4263,4326,WGC-Nga 211,12,1717,Oil industry exploration.,5,9606,,,Derived via WGS 72(BE). Minna to WGS 72(BE) transformation derived in 1981 for Mobil E&P Nigeria (MEPCON) by Geodetic Survey through Transit translocation at six stations in southern Nigeria. Used by MEPCON in blocks OPL 215 and 221.,,OGP,2004/10/30,,1,0
+15706,Minna to WGS 84 (13),transformation,4263,4326,Elf-Nga,13,1717,Oil industry exploration.,5,9603,,,Used by Elf in Blocks OPL 222 and OPL 223 and by Mobil in 1994,,OGP,2004/10/29,,1,0
+15707,ELD79 to WGS 84 (6),transformation,4159,4326,PCan-Lby Amal,6,2987,Oil exploration and production,10,9603,,,"Used by Petrocanada and previous licence holders in Amal field, concession 12.",PetroCanada,OGP,2004/11/02,,1,0
+15708,PRS92 to WGS 84 (1),transformation,4683,4326,CGS-Phl,1,1190,Accuracy: 1-10 parts per million.,0.05,9607,,,Derived during GPS campaign which established PRS92 coordinates at 330 first order stations.,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,2004/12/24,,1,0
+15709,Nouakchott 1965 to WGS 84 (1),transformation,4680,4326,IGN-Mau,1,2972,Oil exploration.,5,9603,,,Derived by IGN in 1992 at 7 stations within Nouakchott city.,IGN Paris.,OGP,2005/01/26,,1,0
+15710,Aratu to WGS 84 (10),transformation,4208,4326,PB-Bra Campos,10,2963,Oil exploration.,5,9603,,,Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.,PetroBras,OGP,2005/02/05,,1,0
+15711,Aratu to WGS 84 (11),transformation,4208,4326,PB-Bra Santos,11,2962,Oil exploration.,5,9603,,,Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.,PetroBras,OGP,2005/02/05,,1,0
+15712,Aratu to WGS 84 (12),transformation,4208,4326,PB-Bra EspS,12,2964,Oil exploration.,5,9603,,,Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.,PetroBras,OGP,2005/02/05,,1,0
+15713,Gan 1970 to WGS 84 (1),transformation,4684,4326,NIMA-Mdv,1,1152,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,OGP,2005/05/21,2005.200,1,0
+15714,Bogota 1975 to MAGNA-SIRGAS (1),transformation,4218,4686,IGAC-Col CF reg 1,1,3082,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15715. See Bogota 1975 to MAGNA-SIRGAS (9), tfm code 15730, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15715,Bogota 1975 to WGS 84 (3),transformation,4218,4326,EPSG-Col reg 1,3,3082,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (1) (tfm code 15714).,OGP,OGP,2005/04/14,,1,0
+15716,Bogota 1975 to MAGNA-SIRGAS (2),transformation,4218,4686,IGAC-Col CF reg 2,2,3083,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15717. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15731, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15717,Bogota 1975 to WGS 84 (4),transformation,4218,4326,EPSG-Col reg 2,4,3083,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (2) (tfm code 15716).,OGP,OGP,2005/04/14,,1,0
+15718,Bogota 1975 to MAGNA-SIRGAS (3),transformation,4218,4686,IGAC-Col CF reg 3,3,3084,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15719. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15732, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15719,Bogota 1975 to WGS 84 (5),transformation,4218,4326,EPSG-Col reg 3,5,3084,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (3) (tfm code 15718).,OGP,OGP,2005/04/14,,1,0
+15720,Bogota 1975 to MAGNA-SIRGAS (4),transformation,4218,4686,IGAC-Col CF reg 4,4,3085,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15721. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15733, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15721,Bogota 1975 to WGS 84 (6),transformation,4218,4326,EPSG-Col reg 4,6,3085,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (4) (tfm code 15720).,OGP,OGP,2005/04/14,,1,0
+15722,Bogota 1975 to MAGNA-SIRGAS (5),transformation,4218,4686,IGAC-Col CF reg 5,5,3086,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15723. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15734, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15723,Bogota 1975 to WGS 84 (7),transformation,4218,4326,EPSG-Col reg 5,7,3086,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (5) (tfm code 15722).,OGP,OGP,2005/04/14,,1,0
+15724,Bogota 1975 to MAGNA-SIRGAS (6),transformation,4218,4686,IGAC-Col CF reg 6,6,3087,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15725. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15735, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15725,Bogota 1975 to WGS 84 (8),transformation,4218,4326,EPSG-Col reg 6,8,3087,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (6) (tfm code 15724).,OGP,OGP,2005/04/14,,1,0
+15726,Bogota 1975 to MAGNA-SIRGAS (7),transformation,4218,4686,IGAC-Col CF reg 7,7,3088,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15727. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15736, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15727,Bogota 1975 to WGS 84 (9),transformation,4218,4326,EPSG-Col reg 7,9,3088,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (7) (tfm code 15726).,OGP,OGP,2005/04/14,,1,0
+15728,Bogota 1975 to MAGNA-SIRGAS (8),transformation,4218,4686,IGAC-Col CF reg 8,8,3089,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15729. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15737, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15729,Bogota 1975 to WGS 84 (10),transformation,4218,4326,EPSG-Col reg 8,10,3089,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (8) (tfm code 15728).,OGP,OGP,2005/04/14,,1,0
+15730,Bogota 1975 to MAGNA-SIRGAS (9),transformation,4218,4686,IGAC-Col MB reg 1,9,3082,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (1), tfm code 15714.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15731,Bogota 1975 to MAGNA-SIRGAS (10),transformation,4218,4686,IGAC-Col MB reg 2,10,3083,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (2), tfm code 15716.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15732,Bogota 1975 to MAGNA-SIRGAS (11),transformation,4218,4686,IGAC-Col MB reg 3,11,3084,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (3), tfm code 15718.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15733,Bogota 1975 to MAGNA-SIRGAS (12),transformation,4218,4686,IGAC-Col MB reg 4,12,3085,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (4), tfm code 15720.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15734,Bogota 1975 to MAGNA-SIRGAS (13),transformation,4218,4686,IGAC-Col MB reg 5,13,3086,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (5), see tfm code 15722.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15735,Bogota 1975 to MAGNA-SIRGAS (14),transformation,4218,4686,IGAC-Col MB reg 6,14,3087,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (6), tfm code 15724.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15736,Bogota 1975 to MAGNA-SIRGAS (15),transformation,4218,4686,IGAC-Col MB reg 7,15,3088,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (7), tfm code 15726.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15737,Bogota 1975 to MAGNA-SIRGAS (16),transformation,4218,4686,IGAC-Col MB reg 8,16,3089,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (8), tfm code 15728.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+15738,MAGNA-SIRGAS to WGS 84 (1),transformation,4686,4326,EPSG,1,1070,MAGNA-SIRGAS is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,OGP,OGP,2005/04/14,,1,0
+15739,Amersfoort to ETRS89 (3),transformation,4289,4258,NCG-Nld 2004,3,1275,Accuracy 0.5m,0.5,9607,,,Replaces Amersfoort to ETRS89 (1) (tfm code 1751). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 15740.,Nederlandse Commissie voor Geodesie (NCG).,OGP,2007/03/22,2007.043,1,0
+15740,Amersfoort to ETRS89 (4),transformation,4289,4258,NCG-Nld 2004,4,1275,Accuracy 0.5m,0.5,9636,,,Replaces Amersfoort to ETRS89 (2) (tfm code 1066). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 15739.,Nederlandse Commissie voor Geodesie (NCG).,OGP,2007/03/22,2007.043,1,0
+15741,Deir ez Zor to WGS 84 (2),transformation,4227,4326,Elf-Syr Deir 1991,2,2329,Oil exploration. Accuracy 5m.,5,9603,,,Derived by Elf in 1991 from tfm code 1584 concatenated with a tfm from WGS72BE to WGS84.,Total,OGP,2005/05/01,,1,0
+15742,Deir ez Zor to WGS 84 (5),transformation,4227,4326,CGG-Syr Isba,5,1227,Oil exploration. Accuracy 5m.,5,9603,,,Derived for 1998 Omar seismic survey and used in 2000 for El Isba seismic survey.,Total,OGP,2005/05/01,,1,0
+15743,Deir ez Zor to WGS 84 (6),transformation,4227,4326,Tot-Syr Deir 2005,6,2329,Oil exploration. Accuracy 0.5m.,0.5,9606,,,"Derived 2005 at 5 triangulation stations and using (EGM96 geoid model +1.15m). Used by Total/DEZPC for Jafra and Mazraa seismic surveys. Can be approximated using geocentric translations of dX=-190.6m, dY=+8.8m, dZ=+239.6m.",Total,OGP,2005/05/01,,1,0
+15744,UKOOA P6/98 seismic bin grid to WGS 84 / UTM zone 31N (1),transformation,5818,32631,EPSG P6,1,1263,Example only.,0,9666,,,"As this transformation defines the relationship between the seismic bin grid and the map grid, its accuracy is 0, i.e. there is no loss of positional accuracy through applying the transformation.","UKOOA Data Exchange Format P6/98 ""Definition of 3D Seismic Binning Grids"".",OGP,2006/10/13,2006.890,1,0
+15745,ED50(ED77) to WGS 84 (6),transformation,4154,4326,Tot-Irn Spars,6,3140,Petroleum Exploration and Production.,0.2,9603,,,Derived in Tombak district in March 2005. Used for South Pars phase 11.,Total,OGP,2005/08/17,,1,0
+15746,Nakhl-e Ghanem to WGS 84 (6),transformation,4693,4326,TFE-Irn Tombak,6,3141,Petroleum Exploration and Production.,0.2,9603,,,Derived in Tombak district in March 2005. Used for South Pars phase 11 and Pars LNG plants.,Total,OGP,2005/08/17,,1,0
+15747,Tombak LNG Plant Grid to Nakhl-e Ghanem / UTM zone 39N (1),transformation,5817,3307,Tot-Irn,1,3141,Engineering survey.,0,9621,,,,Total,OGP,2006/10/13,2006.890,1,0
+15748,BD72 to ETRS89 (2),transformation,4313,4258,IGN-Bel 0.2m,2,1044,For applications to an accuracy of 0.2 metre.,0.2,9607,,,May be taken as approximate transformation BD72 to WGS 84 - see code 15749. Scale difference is given by information source as 1.0000012747. Given in this record in ppm to assist application usage.,IGN Brussels www.ngi.be,OGP,2006/07/30,2006.550,1,1
+15749,BD72 to WGS 84 (3),transformation,4313,4326,IGN-Bel 0.2m,3,1044,For applications to an accuracy of 0.5 metre.,0.2,9607,,,Parameter values from BD72 to ETRS89 (2) (code 15748). Scale difference is given by information source as 1.0000012747. Given in this record in ppm to assist application usage.,IGN Brussels www.ngi.be,OGP,2006/07/23,2006.550,1,1
+15750,St. Kitts 1955 to WGS 84 (2),transformation,4605,4326,NIMA-Kna,2,1200,"For military purposes. Accuracy 25m in each of X, Y and Z axes.",44,9603,,,Dereived at 2 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,OGP,2005/09/29,2005.460,1,0
+15751,Reunion 1947 to WGS 84 (2),transformation,4626,4326,IGN-Reu 30m,2,1196,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,IGN (in 2005). Also U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,OGP,2006/02/07,2005.460 2005.710,1,0
+15752,ED79 to WGS 84 (1),transformation,4668,4326,NIMA-Eur,1,3111,For military purposes. Accuracy 3m in each axis.,6,9603,,,Derived at 22 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,OGP,2005/09/29,2005.460,1,0
+15753,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,1,9651,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where U=(latitude - 55) degrees and V=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,OGP,2005/05/30,,1,0
+15754,Aratu to WGS 84 (1),transformation,4208,4326,PB-Bra BC BS ES,1,2307,Oil exploration.,10,9603,,,Mean for 3 basins. See Aratu to WGS 84 (10) through (12) (codes 15710-12) for transformations for individual basins.,Petrobras.,OGP,2005/02/05,,1,0
+15755,Minna to WGS 84 (14),transformation,4263,4326,Elf-Nga-OML58,14,3113,Oil industry exploration and production. Accuracy 0.5m.,0.5,9603,,,Derived in 1995 at unspecified DMA ADOS stations and Racal stations M101 and ZVS3003. Used by Elf in onshore Blocks OML 58.,Total,OGP,2005/08/03,,1,0
+15756,Tahiti 79 to RGPF (1),transformation,4690,4687,IGN-Pyf,1,3124,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation Tahiti 79 to WGS 84 - see code 15768.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+15757,Moorea 87 to RGPF (1),transformation,4691,4687,IGN-Pyf,1,3125,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation Moorea 87 to WGS 84 - see code 15769.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+15758,Tahaa 54 to RGPF (1),transformation,4629,4687,IGN-Pyf,1,2812,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation Tahaa 54 to WGS 84 - see code 15770.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+15759,Maupiti 83 to RGPF (1),transformation,4692,4687,IGN-Pyf,1,3126,Accuracy +/- 0.5 metre.,0.5,9603,,,May be taken as approximate transformation Maupiti 83 to WGS 84 - see code 15771.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+15760,Fatu Iva 72 to RGPF (1),transformation,4688,4687,IGN-Pyf,1,3133,Accuracy +/- 1 to 2 metres.,2,9607,,,May be taken as approximate transformation Fatu Iva 72 to WGS 84 - see code 15772.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+15761,IGN63 Hiva Oa to RGPF (1),transformation,4689,4687,IGN-Pyf HivaOa,1,3131,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation IGN63 Hiva Oa to WGS 84 - see code 15773.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+15762,IGN63 Hiva Oa to RGPF (2),transformation,4689,4687,IGN-Pyf Tahuata,2,3132,Accuracy +/- 1 to 2 metres.,2,9607,,,May be taken as approximate transformation IGN63 Hiva Oa to WGS 84 - see code 15774.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+15763,IGN72 Nuku Hiva to RGPF (1),transformation,4630,4687,IGN-Pyf NukuHiva,1,2810,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation IGN72 Nuku Hiva to WGS 84 - see code 15775.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+15764,IGN72 Nuku Hiva to RGPF (2),transformation,4630,4687,IGN-Pyf UaHuka,2,3127,Accuracy +/- 1 to 2 metres.,2,9607,,,May be taken as approximate transformation IGN72 Nuku Hiva to WGS 84 - see code 15776.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+15765,IGN72 Nuku Hiva to RGPF (3),transformation,4630,4687,IGN-Pyf UaPou,3,3128,Accuracy +/- 0.5 metre.,0.5,9607,,,May be taken as approximate transformation IGN72 Nuku Hiva to WGS 84 - see code 15777.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+15766,RGPF to WGS 84 (1),transformation,4999,4979,IGN-Pyf,1,1098,Accuracy +/- 0.5 metre (to original definition of WGS 84 - see remarks).,0.5,9607,,,"Transformation is to original definition of WGS 84. It is consistent with later WGS 84 realisations G730, G873 and G1150 to no better than 1m.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",OGP,2005/08/12,,1,1
+15767,RGPF to WGS 84 (2),transformation,4999,4979,EPSG-Pyf,2,1098,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84.,OGP,OGP,2005/08/12,,1,1
+15768,Tahiti 79 to WGS 84 (1),transformation,4690,4687,EPSG-Pyf,1,3124,Accuracy +/- 1 metre.,1,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Tahiti 79 to RGPF (1) (tfm code 15756).,OGP,OGP,2005/08/12,,1,0
+15769,Moorea 87 to WGS 84 (1),transformation,4691,4326,EPSG-Pyf,1,3125,Accuracy +/- 1 metre.,1,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Moorea 87 to RGPF (1) (tfm code 15757).,OGP,OGP,2005/08/12,,1,0
+15770,Tahaa 54 to WGS 84 (2),transformation,4629,4326,EPSG-Pyf,2,2812,Accuracy +/- 1 metre.,1,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Tahaa 54 to RGPF (1) (tfm code 15758).,OGP,OGP,2005/08/12,,1,0
+15771,Maupiti 83 to WGS 84 (1),transformation,4692,4326,EPSG-Pyf,1,3126,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Maupiti 83 to RGPF (1) (tfm code 15759).,OGP,OGP,2005/08/12,,1,0
+15772,Fatu Iva 72 to WGS 84 (1),transformation,4688,4326,EPSG-Pyf,1,3133,Accuracy +/- 2 metres.,2,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Fatu Iva 72 to RGPF (1) (tfm code 15760).,OGP,OGP,2005/08/12,,1,0
+15773,IGN63 Hiva Oa to WGS 84 (1),transformation,4689,4326,EPSG-Pyf HivaOa,1,3131,Accuracy +/- 1 metre.,2,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN63 Hiva Oa to RGPF (1) (tfm code 15761).,OGP,OGP,2005/08/12,,1,0
+15774,IGN63 Hiva Oa to WGS 84 (2),transformation,4689,4326,EPSG-Pyf Tahuata,2,3132,Accuracy +/- 2 metres.,2,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN63 Hiva Oa to RGPF (2) (tfm code 15762).,OGP,OGP,2005/08/12,,1,0
+15775,IGN72 Nuku Hiva to WGS 84 (2),transformation,4630,4326,EPSG-Pyf NukuHiva,1,2810,Accuracy +/- 1 metre.,1,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (1) (tfm code 15763).,OGP,OGP,2005/08/12,,1,0
+15776,IGN72 Nuku Hiva to WGS 84 (3),transformation,4630,4326,EPSG-Pyf UaHuka,2,3127,Accuracy +/- 2 metres.,2,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (2) (tfm code 15764).,OGP,OGP,2005/08/12,,1,0
+15777,IGN72 Nuku Hiva to WGS 84 (4),transformation,4630,4326,EPSG-Pyf UaPou,3,3128,Accuracy +/- 1 metre.,1,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (2) (tfm code 15765).,OGP,OGP,2005/08/12,,1,0
+15778,ELD79 to WGS 84 (7),transformation,4159,4326,Tot-Lby NC192,7,3142,Oil exploration and production.,0.5,9603,,,"Derived by Total at stations SDL 130-03, 04 and 05 in May 2005.",Total,OGP,2005/08/30,,1,0
+15779,Gulshan 303 to WGS 84 (1),transformation,4682,4326,SB-Bgd,1,1041,Oil exploration.,1,9603,,,Derived at origin station in Dhaka. Source information given to 3 decimal places but rounded by OGP to be commensurate with stated accuracy.,Survey of Bangadesh via IGN Paris and Tullow Oil.,OGP,2007/02/06,2006.470 2007.015,1,0
+15780,POSGAR 94 to WGS 84 (1),transformation,4190,4326,EPSG-Arg,1,1033,Approximation at the +/- 1m level.,1,9603,,,,OGP,OGP,2005/09/12,,1,1
+15781,WGS 84 to EGM84 geoid height (1),transformation,4979,5798,NGA-World,1,1262,Derivation of gravity-related heights from GPS observations.,1,9661,,,Replaced by WGS 84 to EGM96 geoid (1) (tfm code 10084).,US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/,OGP,2008/03/14,2007.043 2008.010,1,0
+15782,Campo Inchauspe to POSGAR 94 (1),transformation,4221,4694,IGM-Arg,1,1033,Accuracy 5m in each axis.,5,9603,,,Adopted from U.S. Defense Mapping Agency values for Campo Inchauspe to WGS 84 (tfm code 1127) assuming that POSGAR 94 is equivalent to WGS 84.,"Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,2005/05/21,2005.200,1,0
+15783,IGN53 Mare to WGS 84 (2),transformation,4641,4326,IGN-Ncl Mare,2,2819,Accuracy 5 metres.,5,9603,,,,IGN Paris,OGP,2006/02/08,,1,1
+15784,Le Pouce 1934 to WGS 84 (1),transformation,4699,4326,UEL-Mus,1,3209,Accuracy 2m.,2,9603,,,Derived at 17 stations in 1994 by University of East London. Residuals less than 2m.,Ministry of Housing and Lands.,OGP,2006/01/16,,1,0
+15785,AGD84 to WGS 84 (9),transformation,4203,4326,OGP-Aus 1m,9,2576,1m accuracy.,1,9615,,,Transformation taken from AGD84 to GDA94 (5) (code 1804) assuming that GDA94 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4203 and 4326 have longitudes positive east.,OGP,OGP,2006/03/16,,1,0
+15786,AGD66 to WGS 84 (17),transformation,4202,4326,OGP-Aus 0.1m,17,2575,1m accuracy.,1,9615,,,Transformation taken from AGD66 to GDA94 (11) (code 1803) assuming that GDA94 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4202 and 4326 have longitudes positive east.,OGP,OGP,2006/03/16,,1,0
+15787,IGCB 1955 to WGS 84 (1),transformation,4701,4326,Tot-Cod,1,3171,Oil exploration. Accuracy 5m.,5,9603,,,Derived by Topnav in 1991 at station TSH 85.,Petrofina,OGP,2005/11/28,,1,0
+15788,AGD66 to WGS 84 (16),transformation,4202,4326,OGP-Aus 5m,16,2575,5m accuracy.,5,9603,,,Parameter values from AGD66 to GDA94 (1) (code 1278). Derived at 162 stations. Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2006/01/02,,1,0
+15789,AGD84 to WGS 84 (8),transformation,4203,4326,OGP-Aus 5m,8,2575,5m accuracy.,5,9603,,,Parameter values from AGD84 to GDA94 (1) (code 1280). Derived at 327 stations. Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2006/01/02,,1,0
+15790,Mhast (offshore) to WGS 72BE (1),transformation,4705,4324,CHV-Ago Cab,1,3180,Oil industry exploration and production between 1979 and 1987.,10,9603,,,Derived by Oceaneering for CABGOC in 1979. Mean of parameters derived by single point Transit translocation at 2 stations (Mongo Tando and N'To). Applied to single point Transit translocations at other stations to define Mhast (offshore) coordinates.,ChevronTexaco,OGP,2006/01/06,,1,0
+15791,Malongo 1987 to WGS 84 (3),transformation,4259,4326,CHV-Ago Cab87,3,3179,Oil industry exploration and production between September 1987 and April 1989.,10,9603,,,Derived via WGS 72BE by Geodetic for Chevron in 1987 by single point Transit translocation at 1 station (Malongo Y). Replaced in 1989 by Malongo 1987 to WGS 84 (1) (code 1330).,ChevronTexaco,OGP,2007/03/22,2007.043,1,0
+15792,Egypt Gulf of Suez S-650 TL to WGS 72BE (1),transformation,4706,4324,ESL-Egy GoS,1,2341,Oil industry exploration and production between 1980 and 1984.,5,9603,,,Derived by Egypt Surveys Limited through single point Transit translocation at 1 station (S-650).,Various industry sources,OGP,2006/01/11,,1,0
+15793,Barbados 1938 to WGS 84 (1),transformation,4212,4326,UKHO-Brb,1,1042,Accuracy 2.5m.,3,9603,,,"Derived at 2 stations (S40 and M1, St Annes Tower) in 2004.",UK Hydrographic Office,OGP,2006/01/26,,1,0
+15794,Cocos Islands 1965 to WGS 84 (1),transformation,4708,4326,DMA-Cck,1,1069,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15795,Tern Island 1961 to WGS 84 (1),transformation,4707,4326,DMA-Usa HI Tern,1,3181,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station. Same transformation parameter values related to same datum area given in original 1987 DMA TR8350.2 edition for Sorol Atoll.,"DMA / NIMA / NSA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15796,Iwo Jima 1945 to WGS 84 (1),transformation,4709,4326,DMA-Jpn IwoJ,1,3200,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15797,Ascension Island 1958 to WGS 84 (1),transformation,4712,4326,DMA-Shn Asc,1,3182,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15798,St. Helena 1971 to WGS 84 (1),transformation,4710,4326,DMA-Shn Hel,1,3183,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15799,Marcus Island 1952 to WGS 84 (1),transformation,4711,4326,DMA-Jpn Marcus,1,3203,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15800,Ayabelle Lighthouse to WGS 84 (1),transformation,4713,4326,DMA-Dji,1,1081,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15801,Bellevue to WGS 84 (1),transformation,4714,4326,DMA-Vut,1,3193,Millitary and topographic mapping; Accuracy +/- 20 m in each axis,35,9603,,,Derived at 3 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15802,Camp Area Astro to WGS 84 (1),transformation,4715,4326,DMA-Ata McMurdo,1,3205,Miltiary and scientific mapping.,999,9603,,,No accuracy estimate available.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15803,Phoenix Islands 1966 to WGS 84 (1),transformation,4716,4326,DMA-Kir Phoenix,1,3196,Miltary and topographic mapping. Accuracy +/- 15 m in each axis.,26,9603,,,Derived at 4 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15804,Cape Canaveral to WGS 84 (1),transformation,4717,4326,DMA-Bha Usa-FL,1,3206,US space and military operations. Accuracy +/- 3 m in each axis.,6,9603,,,Derived at 19 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15805,Solomon 1968 to WGS 84 (1),transformation,4718,4326,DMA-Slb Gizo,1,3198,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15806,Easter Island 1967 to WGS 84 (1),transformation,4719,4326,DMA-Chl Easter,1,3188,Military and topographic mapping. Accuracy +/- 25m in each axis,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15807,Solomon 1968 to WGS 84 (2),transformation,4718,4326,DMA-Slb Guad,2,3197,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15808,Diego Garcia 1969 to WGS 84 (1),transformation,4724,4326,DMA-Iot Garcia,1,3189,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15809,Johnston Island 1961 to WGS 84 (1),transformation,4725,4326,DMA-Umi Johnston,1,3201,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations. Note: NGA online html files carry a different dZ value - OGP believe this is an erroneous transcription from the TR8350.2 line above.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15810,Kusaie 1951 to WGS 84 (1),transformation,4735,4326,DMA-Fsm Carol,1,3192,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15811,Antigua 1943 to WGS 84 (2),transformation,4601,4326,DMA-Atg Ant,2,1273,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15812,Deception Island to WGS 84 (1),transformation,4736,4326,DMA-Ata Dec,1,3204,Scientific mapping. Accuracy +/- 20m in each axis.,35,9603,,,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15813,South Georgia 1968 to WGS 84 (1),transformation,4722,4326,DMA-Sgs Sgeorg,1,3187,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15814,Little Cayman 1961 to WGS 84 (1),transformation,4726,4326,DMA-Cym Little Brac,1,3186,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15815,Pico de la Nieves to WGS 84 (1),transformation,4728,4326,DMA-Esp Canary,1,3199,Militaryand topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15816,Tristan 1968 to WGS 84 (1),transformation,4734,4326,DMA-Shn Tris,1,3184,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15817,Midway 1961 to WGS 84 (1),transformation,4727,4326,DMA-Umi Midway 1987,1,3202,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,"Derived at 1 satellite station. Information source states ""provided for historical purposes only. These parameter [values] should not be used"". Replaced by Midway 1961 to WGS 84 (2) (tfm code 15818).","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/03/22,2006.890 2007.043,1,0
+15818,Midway 1961 to WGS 84 (2),transformation,4727,4326,DMA-Umi Midway 2003,2,3202,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station. Replaces Midway 1961 to WGS 84 (1) (tfm code 15817).,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 2, 23rd June 2004)",OGP,2007/01/04,2006.890,1,0
+15819,Pitcairn 1967 to WGS 84 (1),transformation,4729,4326,DMA-Pcn Pitcairn Isl,1,3208,Millitary and topographic mapping. Accuracy +/- 25 m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15820,Santo 1965 to WGS 84 (1),transformation,4730,4326,DMA-Vut,1,3194,For military and topographic mapping. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15821,Viti Levu 1916 to WGS 84 (1),transformation,4731,4326,DMA-Fji,1,3195,For military and topographic mapping. Accuracy +/-25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/07/30,,1,1
+15822,Marshall Islands 1960 to WGS 84 (1),transformation,4732,4326,DMA-Mhl 1960,1,3191,For military and topographic mapping. Accuracy +/-3 m in each axis.,6,9603,,,Derived at 10 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15823,Wake Island 1952 to WGS 84 (1),transformation,4733,4326,DMA-Mhl Wake,1,3190,For military and topographic mapping. Accuracy +/-25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/01/04,2006.890,1,0
+15824,Old Hawaiian to WGS 84 (3),transformation,4135,4326,DMA-Usa HI 1987,3,1334,"Military mapping. Accuracy +/- 25m in X axis, +/- 20m in Y and Z axes.",38,9603,,,Derived at 15 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15825,Old Hawaiian to WGS 84 (4),transformation,4135,4326,DMA-Usa HI Haw 1991,4,1546,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15826,Old Hawaiian to WGS 84 (5),transformation,4135,4326,DMA-Usa HI Kauai 1991,5,1549,Military mapping. Accuracy +/- 20m in each axis.,35,9603,,,Derived at 3 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15827,Old Hawaiian to WGS 84 (6),transformation,4135,4326,DMA-Usa HI Maui 1991,6,1547,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15828,Old Hawaiian to WGS 84 (7),transformation,4135,4326,DMA-Usa HI Oahu 1991,7,1548,"Military mapping only. Accuracy +/- 10m in X axis, +/- 6m in Y and Z axes.",14,9603,,,Derived at 8 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/01/26,,1,0
+15829,Little Cayman 1961 to WGS 84 (2),transformation,4726,4326,UNO-Cym Little Brac,2,3186,Topographic survey. Accuracy +/- 1m.,1,9603,,,Determined from 2 satellite stations.,"Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, November 1998.",OGP,2006/01/26,,1,0
+15830,Grand Cayman 1959 to WGS 84 (1),transformation,4723,4326,UNO-Cym Grand,1,3186,Topographic survey. Accuracy +/- 1m.,1,9603,,,Determined from 6 satellite stations.,"Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, November 1998.",OGP,2006/01/26,,1,0
+15831,Korea 2000 to WGS 84 (1),transformation,4737,4326,OGP-Kor,1,1135,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that ITRF2000 is equivalent to WGS 84.,OGP,OGP,2006/01/30,,1,0
+15832,RGPF to WGS 84 (1),transformation,4687,4326,IGN-Pyf,1,1098,Accuracy +/- 0.5 metre (to original definition of WGS 84 - see remarks).,0.5,9607,,,"Transformation is to original definition of WGS 84. It is consistent with later WGS 84 realisations G730, G873 and G1150 to no better than 1m.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",OGP,2006/01/30,,1,0
+15833,RGPF to WGS 84 (2),transformation,4687,4326,EPSG-Pyf,2,1098,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84.,OGP,OGP,2006/01/30,,1,0
+15834,NAD83 to NAD83(HARN) (44),transformation,4269,4152,NGS-Usa NC,44,1402,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 15835.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2006/01/31,,1,0
+15835,NAD83 to WGS 84 (55),transformation,4269,4326,OGP-Usa NC,55,1402,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (44) (code 15834) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006/01/31,,1,0
+15836,NAD83 to NAD83(HARN) (45),transformation,4269,4152,NGS-Usa SC,45,1409,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 15837.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2006/01/31,,1,0
+15837,NAD83 to WGS 84 (56),transformation,4269,4326,OGP-Usa SC,56,1409,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (45) (code 15836) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006/01/31,,1,0
+15838,NAD83 to NAD83(HARN) (46),transformation,4269,4152,NGS-Usa PA,46,1407,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 15839.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,OGP,2006/01/31,,1,0
+15839,NAD83 to WGS 84 (57),transformation,4269,4326,OGP-Usa PA,57,1407,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (46) (code 15838) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006/01/31,,1,0
+15840,Old Hawaiian to WGS 84 (8),transformation,4135,4326,OGP-Usa HI 2m,8,1334,Accuracy of transformation consistent with equivalence of WGS 84 and NAD 84 for Hawaii Islands. +/- 1 to 2 meters.,2,9613,,,Transformation steps are from Old Hawaiian to NAD83 (1) (code 1454) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006/01/26,,1,0
+15841,Puerto Rico to WGS 84 (4),transformation,4139,4326,OGP-Pri 2m,4,1194,Accuracy of transformation consistent with equivalence of WGS 84 and NAD 83 for Puerto Rico. +/- 1 to 2 meters.,2,9613,,,Transformation steps are from Puerto Rico to NAD83 (1) (code 1461) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006/01/26,,1,0
+15842,Hong Kong 1963(67) to WGS 84 (1),transformation,4739,4326,UKHO-Hkg,1,1118,Military mapping. Accuracy +/- 1m.,1,9603,,,Derived at 2 satellite stations. Care: does not use Hong Kong 1963 (code 4838) as the source CRS.,"UK Hydrographic office and DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007/08/01,2006.890 2007.071,1,0
+15843,PZ-90 to WGS 84 (1),transformation,4740,4326,GiK-World,1,1262,Geodetic applications. Accuracy better than 1.5 metres.,1,9607,,,Derived via PZ-90 at 30 stations throughout Russia.,"Geodeziya i Katografiya, 1993.",OGP,2008/03/16,,1,0
+15844,Pulkovo 1942 to PZ-90 (1),transformation,4284,4740,GiK-Rus,1,1182,Accuracy within area of primary CS42 control = 1 to 2m; accuracy at distant points 3 to 4 m.,4,9607,,,Derived via PZ-90 at 30 stations throughout Russia.,"Geodeziya i Katografiya, 1993.",OGP,2006/03/16,,1,0
+15845,Pampa del Castillo to WGS 84 (1),transformation,4161,4326,UNO-Arg ComRiv,1,1265,Geodetic surveying within the oil industry. Accuracy 25 m.,25,9603,,,Transformation parameter precision given to millimetres in information source but due to accuracy rounded to nearest decimetre for EPSG database.,"Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, December 1999. www.asprs.org/",OGP,2006/02/03,,1,0
+15846,Egypt Gulf of Suez S-650 TL to WGS 84 (2),transformation,4706,4326,Racal-Egy GoS,2,2341,Used for oil exploration by GUPCO.,5,9603,,,"Sometime referred to as ""Egypt 1907 to WGS 84"". However, application to WGS 84 coordinates of the reverse of this tfm results in Gulf of Suez S-650 TL, not Egypt 1907, position. Gulf of Suez S-650 TL and Egypt 1907 CRSs differ by some 20 metres.",Maridive,OGP,2006/02/03,,1,0
+15847,MOP78 to WGS 84 (2),transformation,4639,4326,IGN-Wlf Wallis,2,2815,Accuracy +/- 10 metres.,10,9603,,,Replaces information from 2001 (tfm code 1925).,IGN Paris (2005).,OGP,2006/02/08,,1,0
+15848,ST84 Ile des Pins to WGS 84 (2),transformation,4642,4326,IGN-Ncl Pins,2,2820,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,OGP,2006/02/09,,1,0
+15849,Beduaram to WGS 84 (2),transformation,4213,4326,ELF-Ner SE 91,2,2771,Oil exploration.,15,9603,,,Used by Elf / CGG between December 1991 and March 1992. Probably derived from results of concatenated tfm Beduaram to WGS 84 (1) (code 8634).,Total,OGP,2006/02/10,,1,0
+15850,IGN 1962 Kerguelen to WGS 84 (1),transformation,4698,4326,IGN-Atf Kerg,1,2816,Accuracy +/- 10 metres.,10,9603,,,Also published in US NIMA/NGA TR8350.2 which gives accuracy of +/-25m in each axis and states that derived at one station.,IGN Paris.,OGP,2005/11/23,,1,0
+15851,NAD27 to WGS 84 (79),transformation,4267,4326,OGP-Usa Conus,79,2374,"Recommended for oil industry use in US Gulf of Mexico (GoM). Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.",5,9613,,,Transformation taken from NAD27 to NAD83 (1) (code 1241) assuming that NAD83 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4267 and 4326 have longitudes positive east.,OGP,OGP,2006/03/06,,1,0
+15852,NAD27 to WGS 84 (80),transformation,4267,4326,JECA-Usa GoM E,80,3358,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).,Fugro Chance,OGP,2007/03/22,2006.830 2007.043,1,0
+15853,NAD27 to WGS 84 (81),transformation,4267,4326,JECA-Usa GoM C,81,3359,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).,Fugro Chance,OGP,2007/03/22,2007.043,1,0
+15854,NAD27 to WGS 84 (82),transformation,4267,4326,JECA-Usa GoM W,82,3360,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).,Fugro Chance,OGP,2007/03/22,2006.830 2007.043,1,0
+15855,NAD27 to WGS 84 (83),transformation,4267,4326,JECA-Mex GoM Tam,83,3361,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,"Developed by John E Chance and Associates at 21°55'N, 97°20'W. Geoid height used =-17m.",Fugro Chance,OGP,2008/06/24,2006.830 2008.045,1,0
+15856,NAD27 to WGS 84 (84),transformation,4267,4326,ESC-Usa GoM,84,3357,Oil exploration and production. Accuracy 8 metres.,8,9603,,,Developed by EnSoCo Inc. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).,EnSoCo,OGP,2007/03/22,2007.043,1,0
+15857,IGN Astro 1960 / UTM zone 28N to Mauritania 1999 / UTM zone 28N (1),transformation,3367,3343,MMI-Mau W,1,2971,Minerals management. Accuracy 40m. Oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to Mauritania 1999 coordinates.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values. May be used for transformations to WGS 84 - see tfm code 15861.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",OGP,2006/03/16,,1,0
+15858,IGN Astro 1960 / UTM zone 29N to Mauritania 1999 / UTM zone 29N (1),transformation,3368,3344,MMI-Mau C,1,2970,Minerals management. Accuracy 40m. Oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to Mauritania 1999 coordinates.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values. May be used for transformations to WGS 84 - see tfm code 15862.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",OGP,2006/03/16,,1,0
+15859,IGN Astro 1960 / UTM zone 30N to Mauritania 1999 / UTM zone 30N (1),transformation,3369,3345,MMI-Mau E,1,2969,Minerals management. Accuracy 40m. Oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to Mauritania 1999 coordinates.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values. May be used for transformations to WGS 84 - see tfm code 15863.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",OGP,2006/03/16,,1,0
+15860,Mauritania 1999 to WGS 84 (1),transformation,4702,4326,OGP-Mau,1,1157,Minerals management. Accuracy 1m.,1,9603,,,Mauritania 1999 can be considered to be the same as WGS 84 within the accuracy of this transformation.,OGP,OGP,2006/03/16,,1,0
+15861,IGN Astro 1960 / UTM zone 28N to WGS 84 / UTM zone 28N (1),transformation,3367,32628,OGP-Mau W,1,2971,"Minerals management. Accuracy 40m. However, oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to WGS 84 coordinates.",40,9624,,,Transformation taken from IGN Astro 1960 / UTM zone 28N to Mauritania 1999 / UTM zone 28N (1) (tfm code 15857) assuming that Mauritania 1999 is equivalent to WGS 84 within the accuracy of this tfm.,OGP,OGP,2006/03/16,,1,0
+15862,IGN Astro 1960 / UTM zone 29N to WGS 84 / UTM zone 29N (1),transformation,3368,32629,OGP-Mau C,1,2970,"Minerals management. Accuracy 40m. However, oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to WGS 84 coordinates.",1,9624,,,Transformation taken from IGN Astro 1960 / UTM zone 29N to Mauritania 1999 / UTM zone 29N (1) (tfm code 15858) assuming that Mauritania 1999 is equivalent to WGS 84 within the accuracy of this tfm.,OGP,OGP,2006/03/16,,1,0
+15863,IGN Astro 1960 / UTM zone 30N to WGS 84 / UTM zone 30N (1),transformation,3369,32630,OGP-Mau E,1,2969,"Minerals management. Accuracy 40m. However, oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to WGS 84 coordinates.",1,9624,,,Transformation taken from IGN Astro 1960 / UTM zone 30N to Mauritania 1999 / UTM zone 30N (1) (tfm code 15859) assuming that Mauritania 1999 is equivalent to WGS 84 within the accuracy of this tfm.,OGP,OGP,2006/03/16,,1,0
+15864,NAD27 to WGS 84 (85),transformation,4267,4326,OGP-Usa AK,85,2373,"Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.",5,9613,,,Transformation taken from NAD27 to NAD83 (1) (code 1243) assuming that NAD83 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4267 and 4326 have longitudes positive east.,OGP,OGP,2006/03/16,,1,0
+15865,Pulkovo 1942 to WGS 84 (16),transformation,4284,4326,OGP-Rus,16,1182,Accuracy 4 metres.,4,9607,,,Derived via PZ-90 at 30 stations throughout Russia.,"Geodeziya i Katografiya, 1993.",OGP,2006/03/16,,1,0
+15866,FD54 to ED50 (1),transformation,4741,4230,KMS-Fro,1,3248,Defines ED50 in the Faroe Islands: transformation therefore considered exact.,0,9603,,,Derived at 3 points in 1976. This transformation then used to define ED50 on the Faroe Islands.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/03/16,,1,0
+15867,PD/83 to ETRS89 (1),transformation,4746,4258,BKG-Deu Thur,1,2544,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 10 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/06/12,,1,0
+15868,RD/83 to ETRS89 (1),transformation,4745,4258,BKG-Deu Sach,1,2545,For applications with an accuracy at 0.1m level,0.1,9606,,,"Derived in 2001 at 31 points of the German GPS Network DREF in former East Germany. Although for high accuracy limited to Saxony, may be taken as approximate transformation between DHDN and WGS 84 for all former East German states - see code 15869.",Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/06/12,,1,0
+15869,DHDN to WGS 84 (3),transformation,4314,4326,OGP-Deu E,3,1343,For applications with an accuracy at 2m level,2,9606,,,Parameter values taken from RD/83 to ETRS89 (1) (tfm code 15868) assuming that within the accuracy of the transformation ETRS89 is equivalent to WGS 84 and RD/83 is equivalent to DHDN.,OGP,OGP,2006/12/29,2006.894 2006.992,1,0
+15870,Jouik 1961 to WGS 84 (1),transformation,4679,4326,Wood-Mrt,1,2967,Hydrographic survey,1,9603,,,Derived at 5 points in 2002.,Woodside,OGP,2006/06/12,,1,0
+15871,Nahrwan 1967 to WGS 84 (6),transformation,4270,4326,IGN-Irq,6,1124,Oil exploration.,5,9603,,,Derived by concatenation of parameter values published by IGN Paris from Nahrwan 1967 to WGS 72 at the Nahrwan SE Base trig station near Baghdad with DMA WGS 72 to WGS 84 parameter values.,Total,OGP,2006/06/12,,1,0
+15872,Karbala 1979 (Polservice) to WGS 84 (1),transformation,4743,4326,OEC-Irq Bas,1,3397,Oil exploration.,5,9603,,,Derived from shifts in UTM rectangular coordinates for Basra area provided by Iraq National Oil Exploration Company.,Total,OGP,2006/06/12,,1,0
+15873,Douala 1948 to WGS 84 (1),transformation,4192,4326,Tot-Cmr,1,2555,Oil exploration.,10,9603,,,Derived at Manoca tower assuming the pyramid on the tower and the centre of the tower resevoir are co-located. This assumption carries a few metres uncertainty.,Total,OGP,2006/06/12,,1,0
+15874,Nord Sahara 1959 to WGS 84 (7),transformation,4307,4326,ENG-Dza Mou,7,3402,Oil exploration and production. Accuracy 5m.,5,9603,,,"Derived at 11 stations throughout blocks 317b, 319b, 321b and 322b. Network based on station P4 (horizontal) and benchmark RN51 (vertical) using EGM96 geoid height. Used by Statoil in Hassi Mouina.",Enageo via Sonartrach.,OGP,2006/07/14,,1,0
+15875,Fiji 1956 to WGS 84 (1),transformation,4721,4326,DGC-Fji,1,3398,"For military purposes. Accuracy 5m, 3m and 2m in X, Y and Z axes.",7,9603,,,Derived at 20 stations.,UK Defence Geographic Centre,OGP,2006/07/19,,1,0
+15876,Fiji 1986 to WGS 84 (1),transformation,4720,4326,OGP-Fji,1,1094,tbc,2,9606,,,Approximation at the +/- 2m level assuming that Fiji 1986 is equivalent to WGS 72. Parameter values taken from WGS 72 to WGS 84 (1) (tfm code 1237).,OGP,OGP,2006/07/19,,1,0
+15877,Fiji 1986 to WGS 84 (2),transformation,4720,4326,FD-Fji,2,3398,"Horizontal accuracy 2m, vertical accuracy approximately 40 metres..",40,9607,,,Suitable for GIS mapping purposes but not rigorous surveying. Very similar results may be obtained through Fiji 1986 to WGS 84 (1) (tfm code 15876).,Fiji Forest Department via SOPAC,OGP,2006/07/19,,1,0
+15878,Vanua Levu 1915 to WGS 84 (1),transformation,4748,4326,OGP-Fji,1,3401,For applications with an accuracy of +/-50m.,50,9603,,,Approximation at the +/- 50m level assuming that Vanua Levu 1915 is equivalent to Vitu Levu 1912 within the accuracy of the transformation. Parameter values taken from Vitu Levu 1912 to WGS 84 (1) (tfm code 15897).,OGP,OGP,2006/07/19,,1,0
+15879,GR96 to WGS 84 (1),transformation,4747,4326,OGP-Grl,1,1107,For applications with an accuracy of +/- 1m.,1,9603,,,Approximation at the +/- 1m level assuming that GR96 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006/07/19,,1,0
+15880,RGNC91-93 to WGS 84 (1),transformation,4749,4326,IGN-Ncl,1,1174,Accuracy +/- 1 metre.,1,9603,,,,IGN Paris.,OGP,2006/07/21,,1,0
+15881,ST87 Ouvea to WGS 84 (2),transformation,4750,4326,BGN-Ncl,2,2813,Accuracy better than +/- 1 metre.,1,9603,,,Parameter values taken from ST87 Ouvea to RGNC91-93 (1) ( code 15885) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,,1,0
+15882,IGN72 Grande Terre to RGNC91-93 (1),transformation,4662,4749,BGN-Ncl 2m,1,2822,Accuracy better than +/- 2 metres.,2,9603,,,Determined in May 2001. May be taken as approximate transformation to WGS 84 - see IGN72 Grande Terre to WGS 84 (3) (code 15903).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/08/01,,1,0
+15883,IGN56 Lifou to RGNC91-93 (1),transformation,4633,4749,BGN-Ncl 1m,1,2814,Accuracy better than +/- 1 metre.,1,9603,,,Determined in April 1993. May be taken as approximate transformation to WGS 84 - see IGN56 Lifou to WGS 84 (3) (code 15902).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/08/01,,1,0
+15884,IGN53 Mare to RGNC91-93 (1),transformation,4641,4749,BGN-Ncl 1m,1,2819,Accuracy better than +/- 2 metres.,2,9603,,,"Determined in April 1993, modified in December 1999. May be taken as approxinate transformation to WGS 84: see IGN53 Mare to WGS 84 (3) (code 15901).","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/31,,1,0
+15885,ST87 Ouvea to RGNC91-93 (1),transformation,4750,4749,BGN-Ncl 1m,1,2813,Accuracy better than +/- 0.5 metre.,0.5,9603,,,Determined in December 1999. May be used as approximate transformation to WGS 84 - see ST87 Ouvea to WGS 84 (2) (code 15881).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/31,,1,0
+15886,NEA74 Noumea to RGNC91-93 (1),transformation,4644,4749,BGN-Ncl 1m,1,2823,Accuracy better than +/- 1 metre.,1,9603,,,Determined in July 2000. May be taken as approximate transformation to WGS 84 - see NEA74 Noumea to WGS 84 (3) (code 15904).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/31,,1,0
+15887,IGN72 Grande Terre to RGNC91-93 (2),transformation,4662,4749,BGN-Ncl 1m,2,2822,Accuracy better than +/- 0.3 metre.,0.3,9607,,,Determined in April 1993.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/08/01,,1,0
+15888,IGN72 Grande Terre to RGNC91-93 (3),transformation,4662,4749,BGN-Ncl Noum 0.1m,3,2823,Accuracy better than +/- 0.1 metre.,0.1,9607,,,Determined in July 2000,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/31,,1,0
+15889,NEA74 Noumea to RGNC91-93 (2),transformation,4644,4749,BGN-Ncl 0.1m,2,2823,Accuracy better than +/- 0.1 metre.,0.1,9607,,,Determined in May 2001,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/31,,1,0
+15890,IGN56 Lifou to RGNC91-93 (2),transformation,4633,4749,BGN-Ncl 0.1m,2,2814,Accuracy better than +/- 0.1 metre.,0.1,9607,,,Determined in April 1993.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/31,,1,0
+15891,IGN53 Mare to RGNC91-93 (2),transformation,4641,4749,BGN-Ncl 0.1m,2,2819,Accuracy better than +/- 0.1 metre.,0.1,9607,,,"Determined in April 1993, modified in December 1999.","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/31,,1,0
+15892,ST87 Ouvea to RGNC91-93 (2),transformation,4750,4749,BGN-Ncl 0.1m,2,2813,Accuracy better than +/- 0.1 metre.,0.1,9607,,,Determined in December 1999.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/31,,1,0
+15893,ST84 Ile des Pins to RGNC91-93 (1),transformation,4642,4749,BGN-Ncl 0.1m,1,2820,Accuracy better than +/- 0.1 metre.,0.1,9607,,,Determined in December 1999.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/31,,1,0
+15894,SIRGAS 2000 to WGS 84 (1),transformation,4674,4326,OGP-C&S America,1,3418,Accuracy 1m.,1,9603,,,,OGP,OGP,2006/07/21,,1,0
+15895,ED50 to ETRS89 (11),transformation,4230,4258,IGN-Esp,11,3429,For applications to an accuracy of 10-15cm (95% confidence) for Spain mainland and about 4cm (95%) for Balearic Islands.,0.2,9615,,,May be taken as approximate transformation ED50 to WGS 84 - see code 15907. NOTE: Parameter file is non-conformant with NTv2 specification - replaced by ED50 to ETRS89 (12) (code 15932).,"Instituto Geográfico Nacional, www.cnig.es",OGP,2007/03/27,2006.730 2007.042,1,0
+15896,Kertau (RSO) to Kertau 1968 (1),transformation,4751,4245,OGP-Mys,1,1309,For transformation of MRT68 RSO grid coordinates to other datums.,0,9603,,,"To transform Kertau (RSO) to WGS 84, see concatenated transformation code 8659.",OGP,OGP,2006/07/24,,1,0
+15897,Viti Levu 1912 to WGS 84 (1),transformation,4752,4326,DMA-Fji,1,3195,For military and topographic mapping. Accuracy +/-25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006/07/30,,1,0
+15898,Qornoq to GR96 (1),transformation,4747,4747,KMS-Grl,1,1107,For applications with an accuracy of +/- 1m.,1,9606,,,Derived via NWL 9D.,OGP,OGP,2006/07/30,,1,1
+15899,Scoresbysund 1952 to GR96 (1),transformation,4195,4747,KMS-Grl,1,1107,For applications with an accuracy of +/- 1m.,1,9606,,,Derived via NWL 9D.,OGP,OGP,2006/07/30,,1,0
+15900,Ammassalik 1958 to GR96 (1),transformation,4196,4747,KMS-Grl,1,1107,For applications with an accuracy of +/- 1m.,1,9606,,,Derived via NWL 9D.,OGP,OGP,2006/07/30,,1,0
+15901,IGN53 Mare to WGS 84 (3),transformation,4641,4326,BGN-Ncl,3,2819,Accuracy 2 metres.,2,9603,,,Parameter values taken from IGN53 Mare to RGNC91-93 (1) ( code 15884) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/12/29,2006.980,1,0
+15902,IGN56 Lifou to WGS 84 (3),transformation,4633,4326,BGN-Ncl,3,2814,Accuracy 1 metre.,1,9603,,,Parameter values taken from IGN56 Lifou to RGNC91-93 (1) ( code 15883) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/08/01,,1,0
+15903,IGN72 Grande Terre to WGS 84 (3),transformation,4662,4326,BGN-Ncl,3,2822,Accuracy +/- 2 metres.,2,9603,,,Parameter values taken from IGN72 Grande Terre to RGNC91-93 (1) ( code 15882) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/08/01,,1,0
+15904,NEA74 Noumea to WGS 84 (2),transformation,4644,4326,BGN-Ncl,2,2823,Accuracy 1 metre.,1,9603,,,Parameter values taken from NEA74 Noumea to RGNC91-93 (1) ( code 15886) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/08/01,,1,0
+15905,Viti Levu 1912 / Viti Levu Grid to Fiji 1986 / Fiji Map Grid (1),transformation,3140,3143,DLAS-Fji Viti,1,3195,Accuracy although normally better than 0.2m can be up to 1m in error.,1,9645,,,"Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 & Bu1v0 given by DLAS as 201203.51 & 201203.45 modified for EPSG formula by subtracting (1/ms).",Department of Lands and Survey.,OGP,2006/08/14,,1,1
+15906,Vanua Levu 1915 / Vanua Levu Grid to Fiji 1986 / Fiji Map Grid (1),transformation,3139,3143,DLAS-Fji Vanua,1,3401,Accuracy although normally better than 0.2m can be up to 1m in error.,1,9645,,,"Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 & Bu1v0 given by DLAS as 201051.66 & 201123.25 modified for EPSG formula by subtracting (1/ms).",Department of Lands and Survey.,OGP,2006/08/14,,1,1
+15907,ED50 to WGS 84 (40),transformation,4230,4326,OGP-Esp,40,3429,For applications to an accuracy of 1 metre.,1,9615,,,Parameter values from ED50 to ETRS89 (11) (code 15895). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. NOTE: Parameter file is non-conformant with NTv2 specification - replaced by ED50 to WGS 84 (41).,OGP,OGP,2007/03/27,2007.042,1,0
+15908,LGD2006 to WGS 84 (1),transformation,4754,4326,SDL-Lby,1,1143,For applications to an accuracy of 0.1 metre.,0.1,9603,,,Derived at 5 stations throughout Libya used to define LGD2006 in May 2006.,Survey Department of Libya.,OGP,2006/09/21,,1,0
+15909,ELD79 to WGS 84 (8),transformation,4159,4326,SDL-Lby,8,3271,For applications to an accuracy of 5 metres.,5,9603,,,Derived at 29 stations throughout Libya in May 2006.,Survey Department of Libya.,OGP,2007/01/17,2007.006,1,0
+15910,ELD79 to LGD2006 (1),transformation,4159,4754,SDL-Lby,1,3271,For applications to an accuracy of 2 metres.,5,9603,,,Derived at 29 stations throughout Libya in May 2006.,Survey Department of Libya.,OGP,2006/08/25,,1,1
+15911,ID74 to DGN95 (1),transformation,4238,4755,Bak-Idn,1,1122,"Standard deviations of translations are 1.3, 1.1 and 3.6m, of rotations 0.11, 0.06 and 0.04 sec and ppm 0.18.",3,9607,,,Derived at 38 stations. May be taken as a tfm ID74 to WGS 84 - see tfm 1823.,Bakosurtanal.,OGP,2006/08/25,,1,0
+15912,DGN95 to WGS 84 (1),transformation,4755,4326,OGP-Idn,1,1122,Accuracy 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that DGN95 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006/08/25,,1,0
+15913,NAD27 to WGS 84 (86),transformation,4267,4326,JECA-Mex GoM CamN,86,3461,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,"Developed by John E Chance and Associates at 21°33'N, 92°33'W. Geoid height used =-16.7m.",Fugro Chance,OGP,2008/06/24,2008.045,1,0
+15914,BLM zone 14N (US survey feet),conversion,,,,,2171,US survey foot form of UTM zone 14N,0,9807,,,"Sometimes locally referred to as ""UTM zone 14"".",Minerals Management Service offshore protraction diagrams.,OGP,2002/02/12,1995.300 1996.290 2002.120,1,0
+15915,BLM zone 15N (US survey feet),conversion,,,,,2172,US survey foot form of UTM zone 15N,0,9807,,,"Sometimes locally referred to as ""UTM zone 15"".",Minerals Management Service offshore protraction diagrams.,OGP,2002/02/12,1995.300 1996.290 2002.120,1,0
+15916,BLM zone 16N (US survey feet),conversion,,,,,2173,US survey foot form of UTM zone 16N,0,9807,,,"Sometimes locally referred to as ""UTM zone 16"".",Minerals Management Service offshore protraction diagrams.,OGP,2002/02/12,1995.300 1996.290 2002.120,1,0
+15917,BLM zone 17N (US survey feet),conversion,,,,,2174,US survey foot form of UTM zone 17N,0,9807,,,"Sometimes locally referred to as ""UTM zone 17"".",Minerals Management Service offshore protraction diagrams.,OGP,2002/02/12,1995.300 1996.290 2002.120,1,0
+15918,Beijing 1954 to WGS 84 (1),transformation,4214,4326,BGP-Chn Ord,1,3466,Geophysical exploration in Ordos basin. Accuracy stated as 1m within basin.,1,9603,,,Provided by BGP to TOTAL in June 2006.,BGP,OGP,2006/10/30,,1,0
+15919,Beijing 1954 to WGS 84 (2),transformation,4214,4326,BP-Chn YS,2,3469,Geophysical exploration in Yellow Sea.,15,9606,,,Derived via WGS 72BE. Original transformation derived in 1979 at 4 stations on Yellow Sea coast.,BP,OGP,2006/11/17,,1,0
+15920,Beijing 1954 to WGS 84 (3),transformation,4214,4326,GSI-Chn SCS,3,3470,Geophysical exploration in South China Sea.,15,9606,,,"Derived via WGS 72BE. Original transformation derived by GSI in 1980-81. The GSI memo incorrectly gave the parameters as from WGS 72 to Beijing 1954, but it has been determined by the OGP that the memo should have stated from Beijing 1954 to WGS 72BE.",ExxonMobil. Also Total via SSB in 1981.,OGP,2006/11/17,,1,0
+15921,Beijing 1954 to WGS 84 (4),transformation,4214,4326,BGP-Chn Tarim,4,3507,Geophysical exploration in Tarim basin. Accuracy stated as 1m within basin.,1,9603,,,Provided by BGP to ELF in 1994.,BGP,OGP,2007/03/13,2007.039,1,0
+15922,Kertau 1968 / Singapore Grid to SVY21 / Singapore TM (1),transformation,24500,3414,OGP-SGP,1,1210,Approximation at the 2m level.,2,9656,,,Use similarity transformation for accurate results.,OGP,OGP,2007/01/11,,1,0
+15923,ELD79 to WGS 84 (9),transformation,4159,4326,TOT-Lby Cyr,9,3477,Oil and gas exploration.,2,9603,,,Derived by SDL for Total in Cyrenaica blocks 2 & 4.,Total,OGP,2007/01/18,,1,0
+15924,ELD79 to LGD2006 (1),transformation,4159,4754,SDL-Lby,1,3271,For applications to an accuracy of 5 metres.,5,9603,,,Derived at 29 stations throughout Libya in May 2006.,Survey Department of Libya.,OGP,2007/01/18,,1,0
+15925,JAD2001 to WGS 84 (1),transformation,4758,4326,NLA-Jam,1,1128,For all practical purposes JAD2001 can be considered to be coincident with WGS 84.,0,9603,,,,National Land Agency,OGP,2007/01/19,,1,0
+15926,JAD69 to JAD2001 (1),transformation,4242,4758,NLA-Jam,1,3342,Accuracy 0.3 to 0.5 metres.,0.5,9607,,,May be used as tfm to WGS 84 - see JAD69 to WGS 84 (3) (tfm code 15927).,National Land Agency of Jamaica,OGP,2007/01/19,,1,0
+15927,JAD69 to WGS 84 (3),transformation,4242,4326,UT-Jam 1m,3,3342,For applications requiring 1m accuracy.,1,9607,,,"Derived at 4 stations, tested at a further 9. Also used as tfm to JAD69 to JAD2001 (see code 15926).¶Note: Info source paper contains an error in sign of dS, subsequently confirmed by primary author and NLA of Jamaica, and corrected in this record.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003), but with an error in sign of dS confirmed by author and NLA.",OGP,2007/02/05,,1,0
+15928,BD72 to ETRS89 (2),transformation,4313,4258,IGN-Bel 0.2m,2,1044,For applications to an accuracy of 0.2 metre.,0.2,9607,,,May be taken as approximate transformation BD72 to WGS 84 - see code 15929. Scale difference is given by information source as -1.0000012747. Given in this record in ppm to assist application usage.,IGN Brussels www.ngi.be,OGP,2007/03/01,,1,0
+15929,BD72 to WGS 84 (3),transformation,4313,4326,IGN-Bel 0.2m,3,1044,For applications to an accuracy of 0.5 metre.,0.2,9607,,,Parameter values from BD72 to ETRS89 (2) (code 15928). Scale difference is given by information source as -1.0000012747. Given in this record in ppm to assist application usage.,IGN Brussels www.ngi.be,OGP,2007/03/01,,1,0
+15930,NAD83(HARN) to NAD83(NSRS2007) (1),transformation,4152,4326,OGP-USA conus,1,1323,For applications to an accuracy of 0.2 metre.,0.1,9603,,,"Accuracy 0.1 to 0.2m in California, 0.05-0.11 in Oregon, elsewhere better than 0.05m.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+15931,NAD83(NSRS2007) to WGS 84 (1),transformation,4759,4326,OGP-USA conus AK,1,1511,For applications to an accuracy of 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that NAD83(NSRS2007) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2007/05/29,,1,0
+15932,ED50 to ETRS89 (12),transformation,4230,4258,IGN-Esp v2,12,3429,For applications to an accuracy of 10-15cm (95% confidence) for Spain mainland and about 4cm (95%) for Balearic Islands.,0.2,9615,,,Replaces ED50 to ETRS89 (11) (code 15895) - see supersession record. May be taken as approximate transformation ED50 to WGS 84 - see code 15933.,"Instituto Geográfico Nacional, www.cnig.es",OGP,2007/03/27,,1,0
+15933,ED50 to WGS 84 (41),transformation,4230,4326,OGP-Esp v2,41,3429,For applications to an accuracy of 1 metre.,1,9615,,,Parameter values from ED50 to ETRS89 (12) (code 15932). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces ED50 to WGS 84 (40) - see supersession record.,OGP,OGP,2007/03/27,,1,0
+15934,Amersfoort to WGS 84 (3),transformation,4289,4326,OGP-Nld,3,1275,Approximation at the +/- 1m level.,1,9607,,,Parameter values from Amersfoort to ETRS89 (3) (code 15739) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces Amersfoort to WGS 84 (2) (code 1672).,OGP,OGP,2007/04/10,,1,0
+15935,Beijing 1954 to WGS 84 (5),transformation,4214,4326,Shlt-Chn BeiBu,5,3507,Geophysical exploration in Bei Bu basin. Accuracy stated as 1m within basin.,10,9606,,,Concatenated via WGS 72BE. Recomputation by Shelltech in 1981 of SSB 1980 observation.,Total,OGP,2007/04/20,,1,0
+15936,Beijing 1954 to WGS 84 (6),transformation,4214,4326,Sino-Chn Ord,6,3466,Geophysical exploration in Orduz basin. Accuracy stated as 1m within basin.,1,9603,,,Provided by Sinopec to TOTAL in January 2007.,Total,OGP,2007/04/20,,1,0
+15937,Nahrwan 1967 to WGS 84 (7),transformation,4270,4326,TOT-UAE Abd,7,3509,Oil exploration.,2,9603,,,Parameter values adopted by Total are mean of those derived by Oceonics and Geoid through ties at station TC58 to 4 IGS stations in March 1995.,Total,OGP,2007/04/20,,1,0
+15938,Nahrwan 1967 to WGS 84 (8),transformation,4270,4326,ADMA-UAE Abd,8,3509,Oil exploration.,5,9606,,,Derived via WGS 72BE from Transit observations at station TC58 in 1976 by BP for ADMA.,BP,OGP,2007/04/20,,1,0
+15939,NTF to WGS 84 (2),transformation,4275,4326,EPSG-Fra 1m,2,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,These parameter values are taken from NTF to RGF93 (1) (code 1053) as RGF93 may be considered equivalent to WGS 84 within the accuracy of the transformation. May be emulated using NTv2 method - see tfm code 15960.,OGP,OGP,2007/08/01,2007.069,1,0
+15940,NTF to RGF93 (2),transformation,4275,4171,ESRI-Fra 1m emulation,2,1326,For applications requiring an accuracy of better than 1 metre.,1,9615,,,"Emulation using NTv2 method of France Geocentric Interpolation method tfm NTF to RGF93 (1), code 1053. May be taken as approximate transformation to ETRS89 or WGS 84 - see tfm codes 15941 and 15942.",ESRI,OGP,2007/05/29,,1,1
+15941,NTF to ETRS89 (3),transformation,4275,4258,EPSG-Fra 1m emulation,3,1326,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from NTF to RGR93 (2) (code 15940) as RGR93 may be considered equivalent to ETRS89 within the accuracy of the transformation. Emulation of France Geocentric Interpolation method tfm code 1054.,OGP,OGP,2007/05/29,,1,1
+15942,NTF to WGS 84 (3),transformation,4275,4326,EPSG-Fra 1m emulation,3,1326,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from NTF to RGR93 (2) (code 15940) as RGR93 may be considered equivalent to WGS 84 within the accuracy of the transformation. Emulation of France Geocentric Interpolation method tfm code 15939.,OGP,OGP,2007/05/29,,1,1
+15943,NEA74 Noumea to RGNC91-93 (3),transformation,4644,4749,BGN-Ncl 0.05m,3,2823,Accuracy 5-10cm.,0.05,9655,,,Developed in July 2002 and officially adopted in August 2005. May be emulated using NTv2 method - see RGNC91-93 to NEA74 Noumea (4) (code 15961).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2007/08/01,,1,0
+15944,NEA74 Noumea to RGNC91-93 (4),transformation,4644,4749,ESRI-Ncl 0.05m,4,2823,Accuracy 5-10cm.,0.05,9615,,,Emulation using NTv2 method of tfm NEA74 Noumea to RGNC91-93 (3) (code 15943).,ESRI,OGP,2007/07/06,,1,1
+15945,IGN72 Grande Terre to RGNC91-93 (4),transformation,4662,4749,BGN-Ncl 0.1m,4,2822,Accuracy better than +/- 0.1 metre.,0.1,9655,,,Developed in July 2002 and officially adopted in August 2005. May be emulated using NTv2 method - see RGNC91-93 to IGN72 Grande Terre (6) (code 15962).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2007/08/01,2007.069,1,0
+15946,IGN72 Grande Terre to RGNC91-93 (5),transformation,4662,4749,BGN-Ncl Noum 0.05m,5,2823,Accuracy 5-10cm.,0.05,9655,,,Developed in July 2002 and officially adopted in August 2005.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2007/07/06,,1,0
+15947,IGN72 Grande Terre to RGNC91-93 (6),transformation,4662,4749,ESRI-Ncl 0.1m,6,2822,Accuracy better than +/- 0.1 metre.,0.1,9615,,,Emulation using NTv2 method of tfm IGN72 Grande Terre to RGNC91-93 (4) (code 15945).,ESRI,OGP,2007/07/06,,1,1
+15948,DHDN to ETRS89 (8),transformation,4314,4258,BKG-Deu BeTA2007,8,3339,For applications requiring an accuracy of better than 1 metre.,1,9615,,,Developed for ATKIS (Amtliches Topographisch-Kartographisches Informationssystem [Official Topographic and Cartographic Information System]). Provides a uniform transformation across the whole country. May be used as tfm to WGS84 - see tfm code 15949.,BKG via EuroGeographics http://crs.bkg.bund.de/crs-eu/,OGP,2007/07/06,,1,0
+15949,DHDN to WGS 84 (4),transformation,4314,4326,OGP-Deu BeTA2007,4,3339,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from DHDN to ETRS89 (8) (code 15948) as ETRS89 may be considered equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2007/07/06,,1,0
+15950,Viti Levu 1912 / Viti Levu Grid to Fiji 1986 / Fiji Map Grid (1),transformation,3140,3460,DLAS-Fji Viti,1,3195,Accuracy although normally better than 0.2m can be up to 1m in error.,1,9645,,,"Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 & Bu1v0 given by DLAS as 201203.51 & 201203.45 modified for EPSG formula by subtracting (1/ms).",Department of Lands and Survey.,OGP,2007/07/06,,1,0
+15951,Vanua Levu 1915 / Vanua Levu Grid to Fiji 1986 / Fiji Map Grid (1),transformation,3139,3460,DLAS-Fji Vanua,1,3401,Accuracy although normally better than 0.2m can be up to 1m in error.,1,9645,,,"Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 & Bu1v0 given by DLAS as 201051.66 & 201123.25 modified for EPSG formula by subtracting (1/ms).",Department of Lands and Survey.,OGP,2007/07/06,,1,0
+15952,Nahrwan 1967 to WGS 84 (9),transformation,4270,4326,DPC-UAE Fat,9,3530,Oil exploration and production.,5,9603,,,Used by DPC for Al Fateh field. Applying this transformation gives same result as Nahrwan 1967 to WGS 84 (8) (code 15938).,Various industry sources.,OGP,2007/07/10,,1,0
+15953,Nahrwan 1967 to WGS 84 (10),transformation,4270,4326,Dub-UAE Dub,10,3531,Municipal operations.,5,9603,,,Used by Dubai Municipality before 1994.,Various industry sources.,OGP,2007/07/10,,1,0
+15954,RD/83 to WGS 84 (1),transformation,4745,4326,OGP-Deu BeTA2007,1,2545,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from DHDN to ETRS89 (8) (code 15948) as RD/83 and ETRS89 may be considered equivalent to DHDN and WGS 84 respectively within the accuracy of the transformation.,OGP,OGP,2007/07/06,,1,0
+15955,PD/83 to WGS 84 (1),transformation,4746,4326,OGP-Deu BeTA2007,1,2544,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from DHDN to ETRS89 (8) (code 15948) as PD/83 and ETRS89 may be considered equivalent to DHDN and WGS 84 respectively within the accuracy of the transformation.,OGP,OGP,2007/07/06,,1,0
+15956,OSGB 1936 / British National Grid to WGS 84 (2),transformation,27700,4326,EPSG-UK Gbr02,2,1264,Accuracy 1m.,1,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (2) (code 1039) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,OGP,OGP,2007/07/15,,1,0
+15957,Qornoq 1927 to GR96 (1),transformation,4194,4747,KMS-Grl,1,1107,For applications with an accuracy of +/- 1m.,1,9606,,,Derived via NWL 9D.,OGP,OGP,2007/07/28,,1,0
+15958,RGF93 to NTF (2),transformation,4171,4275,ESRI-Fra 1m emulation,2,1326,For applications requiring an accuracy of better than 1 metre.,1,9615,,,"Emulation using NTv2 method of France Geocentric Interpolation method tfm NTF to RGF93 (1), code 1053. Note that grid file parameters are of opposite sign. May be taken as approximate transformation to ETRS89 or WGS 84 - see tfm codes 15959 and 15960.",ESRI,OGP,2007/08/01,,1,0
+15959,ETRS89 to NTF (3),transformation,4258,4275,EPSG-Fra 1m emulation,3,1326,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from RGF93 to NTF (2) (code 15958) as RGF93 may be considered equivalent to ETRS89 within the accuracy of the transformation. Emulation of France Geocentric Interpolation method tfm code 1054: note reversal of sign.,OGP,OGP,2007/08/01,,1,0
+15960,WGS 84 to NTF (3),transformation,4326,4275,EPSG-Fra 1m emulation,3,1326,For applications requiring an accuracy of better than 1 metre.,1,9615,,,These parameter values are taken from RGF93 to NTF (2) (code 15958) as RGF93 may be considered equivalent to WGS 84 within the accuracy of the transformation. Emulation of France Geocentric Interpolation method tfm code 15939: note reversal of sign.,OGP,OGP,2007/08/01,,1,0
+15961,RGNC91-93 to NEA74 Noumea (4),transformation,4749,4644,ESRI-Ncl 0.05m,4,2823,Accuracy 5-10cm.,0.05,9615,,,Emulation using NTv2 method of tfm NEA74 Noumea to RGNC91-93 (3) (code 15943). Note reversal of sign of parameter values in grid file.,ESRI,OGP,2007/08/01,,1,0
+15962,RGNC91-93 to IGN72 Grande Terre (6),transformation,4749,4662,ESRI-Ncl 0.1m,6,2822,Accuracy better than +/- 0.1 metre.,0.1,9615,,,Emulation using NTv2 method of tfm IGN72 Grande Terre to RGNC91-93 (4) (code 15945). Note reversal sign of of parameter values in grid file.,ESRI,OGP,2007/08/01,,1,0
+15963,Yacare to SIRGAS (1),transformation,4309,4170,SGM-Ury,1,1247,Accuracy at stations used for derivation: 0.13 to 1.17m.,1.5,9606,,,Derived at 11 stations during 1998 densification of Uruguay control based on SIRAGAS 1995.,SGM (Servicio Geografico Militar).,OGP,2007/09/29,,1,0
+15964,ED50 to WGS 84 (42),transformation,4230,4326,DGEG-Por off,42,3537,Hydrography and minerals management offshore Portugal.,5,9603,,,Developed by the Portuguese Hydrographic Institute and used by the Directorate of Energy and Geology.,Directorate of Energy and Geology.,OGP,2007/10/26,,1,0
+15965,S-JTSK to WGS 84 (3),transformation,4156,4326,NIMA-Cze,3,1306,"For military purposes. Accuracy 4m, 2m and 3m in X, Y and Z axes.",6,9603,,,Derived at 6 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,OGP,2007/11/01,,1,0
+15966,HTRS96 to ETRS89 (1),transformation,4761,4258,OGP-Hrv,1,1076,HTRS96 is a regional realisation of ETRS89.,0,9603,,,May be taken as approximate transformation HTRS96 to WGS 84 - see code 15967.,OGP,OGP,2007/11/01,,1,0
+15967,HTRS96 to WGS 84 (1),transformation,4761,4326,OGP-Hrv,1,1076,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84. HTRS96 is a regional realisation of ETRS89.,OGP,OGP,2007/11/01,,1,0
+15969,Bermuda 1957 to BDA2000 (1),transformation,4216,4762,LBS-Bmu,1,1047,Accuracy +/- 1 metre. Used for transformation of 1:2500 mapping.,1,9607,,,Derived in 1998 at 12 stations. May be taken as approximate transformation Bermuda 1957 to WGS 84 - see code 15970.,Department of Lands Buildings and Surveys.,OGP,2007/12/12,,1,0
+15970,Bermuda 1957 to WGS 84 (2),transformation,4216,4326,OGP-Bmu,2,1047,Accuracy +/- 1 metre.,1,9607,,,Parameter values from Bermuda 1957 to BDA2000 (1) (code 15969). Assumes BDA2000 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2007/12/12,,1,0
+15971,BDA2000 to WGS 84 (1),transformation,4762,4326,OGP-Bmu,1,1047,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that BDA2000 is equivalent to WGS 84.,OGP,OGP,2007/12/12,,1,0
+15972,Pitcairn 2006 to WGS 84 (1),transformation,4763,4326,OGP-Pcn,1,3208,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that Pitcairn 2006 is equivalent to WGS 84.,OGP,OGP,2008/01/28,,1,0
+15973,Popular Visualisation CRS to WGS 84 (1),transformation,4055,4326,OGP-web,1,1262,Web mapping. Accuracy may be no better than 800 metres.,800,9603,,,Executes change of sphere/ellipsoid,OGP,OGP,2008/03/14,,1,0
+15974,RSRGD2000 to WGS 84 (1),transformation,4764,4326,OGP-Ata,1,3558,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that RSRGD2000 is equivalent to WGS 84.,OGP,OGP,2008/04/04,,1,0
+15975,NZGD49 to WGS 84 (4),transformation,4272,4326,OSG-Nzl 5m,4,3285,5m accuracy.,5,9603,,,These parameter values are taken from NZGD49 to NZGD2000 (1) (code 1566) and assume that NZGD2000 and WGS 84 are coincident to within the accuracy of the tfm. For better accuracy use NZGD49 to WGS 84 (2) (code 1564) or NZGD49 to WGS 84 (3) (code 1670).,Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.,OGP,2008/04/04,,1,0
+15976,Slovenia 1996 to WGS 84 (1),transformation,4765,4326,OGP-Svn,1,1212,Accuracy +/- 1 metre.,1,9603,,,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,OGP,OGP,2008/04/04,,1,0
+15977,Slovenia 1996 to ETRS89 (1),transformation,4765,4258,OGP-Svn,1,1212,Accuracy +/- 1 metre.,0,9603,,,Slovenia 1996 is a local densification of ETRS89.,OGP,OGP,2008/04/04,,1,0
+15978,NAD27 to WGS 84 (88),transformation,4267,4326,ONHG-Cub,88,1077,Accuracy 1m.,1,9607,,,,Dictamen 2/05 de la Oficina Nacional de Hidrografia y Geodesia,OGP,2008/04/11,,1,0
+15979,AGD66 to GDA94 (12),transformation,4202,4283,ICSM-Aus off,12,3559,3m accuracy.,3,9607,,,"Use only offshore: onshore, tfms 1458 (ACT), 1594 (Tas), 1460 (NSW and Vic) and 1595 (NT) are more accurate.","GDA Technical Manual, http://www.icsm.gov.au/gda, and http://www.delm.tas.gov.au/osg/Geodetic_transform.htm",OGP,2008/04/11,,1,0
+15980,AGD66 to WGS 84 (18),transformation,4202,4326,EPSG-Aus off,18,3559,3m accuracy.,3,9607,,,"Parameter values from AGD66 to GDA94 (12) (code 15979). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation. Use only offshore: onshore tfms 1665-68 for ACT, NSW/Vic, Tas and NT respectively are more accurate.",OGP,OGP,2008/04/11,,1,0
+16000,UTM grid system (northern hemisphere),conversion,,,,,1998,For strict use within zone boundaries,0,9824,,,Use UTM zone xx N (codes 16001-16060) for use outwith zone boundary or when easting is not prefixed by zone number.,OGP,OGP,2001/06/05,,1,0
+16001,UTM zone 1N,conversion,,,,,1873,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16002,UTM zone 2N,conversion,,,,,1875,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16003,UTM zone 3N,conversion,,,,,1877,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16004,UTM zone 4N,conversion,,,,,1879,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16005,UTM zone 5N,conversion,,,,,1881,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16006,UTM zone 6N,conversion,,,,,1883,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16007,UTM zone 7N,conversion,,,,,1885,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16008,UTM zone 8N,conversion,,,,,1887,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16009,UTM zone 9N,conversion,,,,,1889,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16010,UTM zone 10N,conversion,,,,,1891,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16011,UTM zone 11N,conversion,,,,,1893,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16012,UTM zone 12N,conversion,,,,,1895,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16013,UTM zone 13N,conversion,,,,,1897,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16014,UTM zone 14N,conversion,,,,,1899,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16015,UTM zone 15N,conversion,,,,,1901,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16016,UTM zone 16N,conversion,,,,,1903,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16017,UTM zone 17N,conversion,,,,,1905,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16018,UTM zone 18N,conversion,,,,,1907,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16019,UTM zone 19N,conversion,,,,,1909,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16020,UTM zone 20N,conversion,,,,,1911,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16021,UTM zone 21N,conversion,,,,,1913,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16022,UTM zone 22N,conversion,,,,,1915,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16023,UTM zone 23N,conversion,,,,,1917,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16024,UTM zone 24N,conversion,,,,,1919,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16025,UTM zone 25N,conversion,,,,,1921,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16026,UTM zone 26N,conversion,,,,,1923,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16027,UTM zone 27N,conversion,,,,,1925,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16028,UTM zone 28N,conversion,,,,,1927,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16029,UTM zone 29N,conversion,,,,,1929,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16030,UTM zone 30N,conversion,,,,,1931,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16031,UTM zone 31N,conversion,,,,,1933,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16032,UTM zone 32N,conversion,,,,,1935,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16033,UTM zone 33N,conversion,,,,,1937,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16034,UTM zone 34N,conversion,,,,,1939,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16035,UTM zone 35N,conversion,,,,,1941,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16036,UTM zone 36N,conversion,,,,,1943,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16037,UTM zone 37N,conversion,,,,,1945,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16038,UTM zone 38N,conversion,,,,,1947,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16039,UTM zone 39N,conversion,,,,,1949,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16040,UTM zone 40N,conversion,,,,,1951,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16041,UTM zone 41N,conversion,,,,,1953,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16042,UTM zone 42N,conversion,,,,,1955,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16043,UTM zone 43N,conversion,,,,,1957,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16044,UTM zone 44N,conversion,,,,,1959,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16045,UTM zone 45N,conversion,,,,,1961,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16046,UTM zone 46N,conversion,,,,,1963,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16047,UTM zone 47N,conversion,,,,,1965,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16048,UTM zone 48N,conversion,,,,,1967,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16049,UTM zone 49N,conversion,,,,,1969,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16050,UTM zone 50N,conversion,,,,,1971,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16051,UTM zone 51N,conversion,,,,,1973,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16052,UTM zone 52N,conversion,,,,,1975,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16053,UTM zone 53N,conversion,,,,,1977,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16054,UTM zone 54N,conversion,,,,,1979,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16055,UTM zone 55N,conversion,,,,,1981,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16056,UTM zone 56N,conversion,,,,,1983,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16057,UTM zone 57N,conversion,,,,,1985,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16058,UTM zone 58N,conversion,,,,,1987,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16059,UTM zone 59N,conversion,,,,,1989,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16060,UTM zone 60N,conversion,,,,,1991,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16061,Universal Polar Stereographic North,conversion,,,,,1996,Large and medium scale topographic mapping and engineering survey.,0,9810,,,,NIMA TR8358.2,OGP,2000/03/07,1997.180 2000.094 2003.220,1,0
+16065,TM35FIN,conversion,,,,,1095,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Identical to UTM zone 35N (code 16035) except for area of use. TM35FIN is used in conjunction with ETRS89 for mapping all Finnish territory (from 19°E to 31.6°E) in a single zone.,National Land Survey of Finland.,OGP,2004/03/09,,1,0
+16070,3-degree Gauss-Kruger zone 40,conversion,,,,,2628,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 120E (code 16170). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16071,3-degree Gauss-Kruger zone 41,conversion,,,,,2629,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 123E (code 16321). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16072,3-degree Gauss-Kruger zone 42,conversion,,,,,2630,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 126E (code 16172). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16073,3-degree Gauss-Kruger zone 43,conversion,,,,,2631,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 129E (code 16322). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16074,3-degree Gauss-Kruger zone 44,conversion,,,,,2632,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 132E (code 16174). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16075,3-degree Gauss-Kruger zone 45,conversion,,,,,2633,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 135E (code 16323). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16076,3-degree Gauss-Kruger zone 46,conversion,,,,,2634,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 138E (code 16176). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16077,3-degree Gauss-Kruger zone 47,conversion,,,,,2635,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 141E (code 16324). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16078,3-degree Gauss-Kruger zone 48,conversion,,,,,2636,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 144E (code 16178). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16079,3-degree Gauss-Kruger zone 49,conversion,,,,,2637,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 147E (code 16325). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16080,3-degree Gauss-Kruger zone 50,conversion,,,,,2638,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 150E (code 16180). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16081,3-degree Gauss-Kruger zone 51,conversion,,,,,2639,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 153E (code 16326). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16082,3-degree Gauss-Kruger zone 52,conversion,,,,,2640,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 156E (code 16182). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16083,3-degree Gauss-Kruger zone 53,conversion,,,,,2641,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 159E (code 16327). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16084,3-degree Gauss-Kruger zone 54,conversion,,,,,2642,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 162E (code 16184). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16085,3-degree Gauss-Kruger zone 55,conversion,,,,,2643,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 165E (code 16328). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16086,3-degree Gauss-Kruger zone 56,conversion,,,,,2644,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 168E (code 16186). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16087,3-degree Gauss-Kruger zone 57,conversion,,,,,2645,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 171E (code 16329). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16088,3-degree Gauss-Kruger zone 58,conversion,,,,,2646,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 174E (code 16188). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16089,3-degree Gauss-Kruger zone 59,conversion,,,,,2647,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 177E (code 16330). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16090,3-degree Gauss-Kruger zone 60,conversion,,,,,2648,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 180 (code 16190). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,1
+16091,3-degree Gauss-Kruger zone 61,conversion,,,,,2649,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 177W (code 16331). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16092,3-degree Gauss-Kruger zone 62,conversion,,,,,2650,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 174W (code 16192). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16093,3-degree Gauss-Kruger zone 63,conversion,,,,,2651,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 171W (code 16332). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16094,3-degree Gauss-Kruger zone 64,conversion,,,,,2652,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 168W (code 16194). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16099,3-degree Gauss-Kruger zone 60,conversion,,,,,2648,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 180 (code 16190). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/06/02,,1,0
+16100,UTM grid system (southern hemisphere),conversion,,,,,1999,For strict use within zone boundaries,0,9824,,,Use UTM zone xx S (codes 16101-16160) for use outwith zone boundary or when easting is not prefixed by zone number.,OGP,OGP,2001/06/05,,1,0
+16101,UTM zone 1S,conversion,,,,,1874,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16102,UTM zone 2S,conversion,,,,,1876,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16103,UTM zone 3S,conversion,,,,,1878,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16104,UTM zone 4S,conversion,,,,,1880,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16105,UTM zone 5S,conversion,,,,,1882,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16106,UTM zone 6S,conversion,,,,,1884,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16107,UTM zone 7S,conversion,,,,,1886,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16108,UTM zone 8S,conversion,,,,,1888,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16109,UTM zone 9S,conversion,,,,,1890,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16110,UTM zone 10S,conversion,,,,,1892,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16111,UTM zone 11S,conversion,,,,,1894,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16112,UTM zone 12S,conversion,,,,,1896,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16113,UTM zone 13S,conversion,,,,,1898,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16114,UTM zone 14S,conversion,,,,,1900,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16115,UTM zone 15S,conversion,,,,,1902,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16116,UTM zone 16S,conversion,,,,,1904,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16117,UTM zone 17S,conversion,,,,,1906,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16118,UTM zone 18S,conversion,,,,,1908,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16119,UTM zone 19S,conversion,,,,,1910,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16120,UTM zone 20S,conversion,,,,,1912,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16121,UTM zone 21S,conversion,,,,,1914,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16122,UTM zone 22S,conversion,,,,,1916,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16123,UTM zone 23S,conversion,,,,,1918,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16124,UTM zone 24S,conversion,,,,,1920,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16125,UTM zone 25S,conversion,,,,,1922,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16126,UTM zone 26S,conversion,,,,,1924,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16127,UTM zone 27S,conversion,,,,,1926,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16128,UTM zone 28S,conversion,,,,,1928,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16129,UTM zone 29S,conversion,,,,,1930,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16130,UTM zone 30S,conversion,,,,,1932,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16131,UTM zone 31S,conversion,,,,,1934,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16132,UTM zone 32S,conversion,,,,,1936,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16133,UTM zone 33S,conversion,,,,,1938,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16134,UTM zone 34S,conversion,,,,,1940,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16135,UTM zone 35S,conversion,,,,,1942,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16136,UTM zone 36S,conversion,,,,,1944,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16137,UTM zone 37S,conversion,,,,,1946,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16138,UTM zone 38S,conversion,,,,,1948,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16139,UTM zone 39S,conversion,,,,,1950,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16140,UTM zone 40S,conversion,,,,,1952,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16141,UTM zone 41S,conversion,,,,,1954,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16142,UTM zone 42S,conversion,,,,,1956,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16143,UTM zone 43S,conversion,,,,,1958,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16144,UTM zone 44S,conversion,,,,,1960,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16145,UTM zone 45S,conversion,,,,,1962,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16146,UTM zone 46S,conversion,,,,,1964,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16147,UTM zone 47S,conversion,,,,,1966,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16148,UTM zone 48S,conversion,,,,,1968,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16149,UTM zone 49S,conversion,,,,,1970,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16150,UTM zone 50S,conversion,,,,,1972,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16151,UTM zone 51S,conversion,,,,,1974,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16152,UTM zone 52S,conversion,,,,,1976,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16153,UTM zone 53S,conversion,,,,,1978,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16154,UTM zone 54S,conversion,,,,,1980,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16155,UTM zone 55S,conversion,,,,,1982,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16156,UTM zone 56S,conversion,,,,,1984,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16157,UTM zone 57S,conversion,,,,,1986,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16158,UTM zone 58S,conversion,,,,,1988,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16159,UTM zone 59S,conversion,,,,,1990,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16160,UTM zone 60S,conversion,,,,,1992,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.280,1,0
+16161,Universal Polar Stereographic South,conversion,,,,,1997,Large and medium scale topographic mapping and engineering survey.,0,9810,,,,NIMA TR8358.2,OGP,2000/03/07,1997.180 2000.094 2003.220,1,0
+16170,3-degree Gauss-Kruger CM 120E,conversion,,,,,2628,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 40N (code 16070) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16171,3-degree Gauss-Kruger CM 123E,conversion,,,,,2629,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 41N (code 16071) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16172,3-degree Gauss-Kruger CM 126E,conversion,,,,,2630,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 42N (code 16072) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16173,3-degree Gauss-Kruger CM 129E,conversion,,,,,2631,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 43N (code 16073) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16174,3-degree Gauss-Kruger CM 132E,conversion,,,,,2632,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 44N (code 16074) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16175,3-degree Gauss-Kruger CM 135E,conversion,,,,,2633,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 45N (code 16075) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16176,3-degree Gauss-Kruger CM 138E,conversion,,,,,2634,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 46N (code 16076) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16177,3-degree Gauss-Kruger CM 141E,conversion,,,,,2635,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 47N (code 16077) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16178,3-degree Gauss-Kruger CM 144E,conversion,,,,,2636,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 48N (code 16078) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16179,3-degree Gauss-Kruger CM 147E,conversion,,,,,2637,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 49N (code 16079) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16180,3-degree Gauss-Kruger CM 150E,conversion,,,,,2638,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 50N (code 16080) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16181,3-degree Gauss-Kruger CM 153E,conversion,,,,,2639,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 51N (code 16081) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16182,3-degree Gauss-Kruger CM 156E,conversion,,,,,2640,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 52N (code 16082) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16183,3-degree Gauss-Kruger CM 159E,conversion,,,,,2641,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 53N (code 16083) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16184,3-degree Gauss-Kruger CM 162E,conversion,,,,,2642,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 54N (code 16084) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16185,3-degree Gauss-Kruger CM 165E,conversion,,,,,2643,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 55N (code 16085) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16186,3-degree Gauss-Kruger CM 168E,conversion,,,,,2644,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 56N (code 16086) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16187,3-degree Gauss-Kruger CM 171E,conversion,,,,,2645,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 57N (code 16087) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16188,3-degree Gauss-Kruger CM 174E,conversion,,,,,2646,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 58N (code 16088) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16189,3-degree Gauss-Kruger CM 177E,conversion,,,,,2647,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 59N (code 16089) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16190,3-degree Gauss-Kruger CM 180,conversion,,,,,2648,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 60N (code 16099) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/06/02,2006.370,1,0
+16191,3-degree Gauss-Kruger CM 177W,conversion,,,,,2649,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 61N (code 16091) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16192,3-degree Gauss-Kruger CM 174W,conversion,,,,,2650,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 62N (code 16092) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16193,3-degree Gauss-Kruger CM 171W,conversion,,,,,2651,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 63N (code 16093) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16194,3-degree Gauss-Kruger CM 168W,conversion,,,,,2652,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 64N (code 16094) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16201,6-degree Gauss-Kruger zone 1,conversion,,,,,1933,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 3E (code 16301). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16202,6-degree Gauss-Kruger zone 2,conversion,,,,,2741,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 9E (code 16302). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16203,6-degree Gauss-Kruger zone 3,conversion,,,,,2742,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 15E (code 16303). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16204,6-degree Gauss-Kruger zone 4,conversion,,,,,2743,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 21E (code 16304). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16205,6-degree Gauss-Kruger zone 5,conversion,,,,,2744,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 27E (code 16305). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16206,6-degree Gauss-Kruger zone 6,conversion,,,,,2745,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 33E (code 16306). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16207,6-degree Gauss-Kruger zone 7,conversion,,,,,2746,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 39E (code 16307). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16208,6-degree Gauss-Kruger zone 8,conversion,,,,,1947,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 45E (code 16308). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16209,6-degree Gauss-Kruger zone 9,conversion,,,,,1949,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 51E (code 16309). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16210,6-degree Gauss-Kruger zone 10,conversion,,,,,1951,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 57E (code 16310). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16211,6-degree Gauss-Kruger zone 11,conversion,,,,,1953,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 63E (code 16311). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16212,6-degree Gauss-Kruger zone 12,conversion,,,,,1955,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 69E (code 16312). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16213,6-degree Gauss-Kruger zone 13,conversion,,,,,1957,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 75E (code 16313). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16214,6-degree Gauss-Kruger zone 14,conversion,,,,,1959,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 81E (code 16314). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16215,6-degree Gauss-Kruger zone 15,conversion,,,,,1961,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 87E (code 16315). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16216,6-degree Gauss-Kruger zone 16,conversion,,,,,1963,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 93E (code 16316). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16217,6-degree Gauss-Kruger zone 17,conversion,,,,,1965,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 99E (code 16317). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16218,6-degree Gauss-Kruger zone 18,conversion,,,,,1967,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 105E (code 16318). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16219,6-degree Gauss-Kruger zone 19,conversion,,,,,1969,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 111E (code 16319). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16220,6-degree Gauss-Kruger zone 20,conversion,,,,,1971,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 117E (code 16320). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16221,6-degree Gauss-Kruger zone 21,conversion,,,,,1973,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 123E (code 16321). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16222,6-degree Gauss-Kruger zone 22,conversion,,,,,1975,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 129E (code 16322). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16223,6-degree Gauss-Kruger zone 23,conversion,,,,,1977,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 135E (code 16323). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16224,6-degree Gauss-Kruger zone 24,conversion,,,,,1979,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 141E (code 16324). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16225,6-degree Gauss-Kruger zone 25,conversion,,,,,1981,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 147E (code 16325). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16226,6-degree Gauss-Kruger zone 26,conversion,,,,,1983,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 153E (code 16326). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16227,6-degree Gauss-Kruger zone 27,conversion,,,,,1985,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 159E (code 16327). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16228,6-degree Gauss-Kruger zone 28,conversion,,,,,1987,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 165E (code 16328). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16229,6-degree Gauss-Kruger zone 29,conversion,,,,,1989,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 171E (code 16329). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16230,6-degree Gauss-Kruger zone 30,conversion,,,,,1991,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 177E (code 16330). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16231,6-degree Gauss-Kruger zone 31,conversion,,,,,1873,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 177W (code 16331). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16232,6-degree Gauss-Kruger zone 32,conversion,,,,,1875,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 171W (code 16332). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,1995.280 2002.360,1,0
+16233,6-degree Gauss-Kruger zone 33,conversion,,,,,1877,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 165W (code 16333). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16234,6-degree Gauss-Kruger zone 34,conversion,,,,,1879,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 159W (code 16334). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16235,6-degree Gauss-Kruger zone 35,conversion,,,,,1881,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 153W (code 16335). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16236,6-degree Gauss-Kruger zone 36,conversion,,,,,1883,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 147W (code 16336). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16237,6-degree Gauss-Kruger zone 37,conversion,,,,,1885,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 141W (code 16337). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16238,6-degree Gauss-Kruger zone 38,conversion,,,,,1887,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 135W (code 16338). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16239,6-degree Gauss-Kruger zone 39,conversion,,,,,1889,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 129W (code 16339). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16240,6-degree Gauss-Kruger zone 40,conversion,,,,,1891,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 123W (code 16340). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16241,6-degree Gauss-Kruger zone 41,conversion,,,,,1893,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 117W (code 16341). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16242,6-degree Gauss-Kruger zone 42,conversion,,,,,1895,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 111W (code 16342). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16243,6-degree Gauss-Kruger zone 43,conversion,,,,,1897,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 105W (code 16343). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16244,6-degree Gauss-Kruger zone 44,conversion,,,,,1899,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 99W (code 16344). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16245,6-degree Gauss-Kruger zone 45,conversion,,,,,1901,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 93W (code 16345). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16246,6-degree Gauss-Kruger zone 46,conversion,,,,,1903,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 87W (code 16346). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16247,6-degree Gauss-Kruger zone 47,conversion,,,,,2732,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 81W (code 16347). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16248,6-degree Gauss-Kruger zone 48,conversion,,,,,2733,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 75W (code 16348). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16249,6-degree Gauss-Kruger zone 49,conversion,,,,,2734,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 69W (code 16349). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16250,6-degree Gauss-Kruger zone 50,conversion,,,,,2735,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 63W (code 16350). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16251,6-degree Gauss-Kruger zone 51,conversion,,,,,2736,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 57W (code 16351). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16252,6-degree Gauss-Kruger zone 52,conversion,,,,,2737,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 51W (code 16352). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16253,6-degree Gauss-Kruger zone 53,conversion,,,,,2738,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 45W (code 16353). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16254,6-degree Gauss-Kruger zone 54,conversion,,,,,2739,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 39W (code 16354). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16255,6-degree Gauss-Kruger zone 55,conversion,,,,,1921,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 33W (code 16355). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16256,6-degree Gauss-Kruger zone 56,conversion,,,,,1923,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 27W (code 16356). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16257,6-degree Gauss-Kruger zone 57,conversion,,,,,1925,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 21W (code 16357). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16258,6-degree Gauss-Kruger zone 58,conversion,,,,,1927,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 15W (code 16358). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16259,6-degree Gauss-Kruger zone 59,conversion,,,,,1929,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 9W (code 16359). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16260,6-degree Gauss-Kruger zone 60,conversion,,,,,1931,Medium scale topographic mapping.,0,9807,,,Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 3W (code 16360). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16261,3-degree Gauss-Kruger zone 1,conversion,,,,,2299,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 3E (code 16301). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16262,3-degree Gauss-Kruger zone 2,conversion,,,,,2300,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 6E (code 16362). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16263,3-degree Gauss-Kruger zone 3,conversion,,,,,2301,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 9E (code 16302). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16264,3-degree Gauss-Kruger zone 4,conversion,,,,,2302,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 12E (code 16364). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16265,3-degree Gauss-Kruger zone 5,conversion,,,,,2303,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 15E (code 16303). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16266,3-degree Gauss-Kruger zone 6,conversion,,,,,2304,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 18E (code 16366). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16267,3-degree Gauss-Kruger zone 7,conversion,,,,,2305,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 21E (code 16304). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16268,3-degree Gauss-Kruger zone 8,conversion,,,,,2306,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 24E (code 16368). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16269,3-degree Gauss-Kruger zone 9,conversion,,,,,2534,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 27E (code 16305). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16270,3-degree Gauss-Kruger zone 10,conversion,,,,,2535,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 30E (code 16370). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16271,3-degree Gauss-Kruger zone 11,conversion,,,,,2536,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 33E (code 16306). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16272,3-degree Gauss-Kruger zone 12,conversion,,,,,2537,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 36E (code 16372). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16273,3-degree Gauss-Kruger zone 13,conversion,,,,,2538,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 39E (code 16307). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16274,3-degree Gauss-Kruger zone 14,conversion,,,,,2539,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 42E (code 16374). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16275,3-degree Gauss-Kruger zone 15,conversion,,,,,2540,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 45E (code 16308). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16276,3-degree Gauss-Kruger zone 16,conversion,,,,,2604,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 48E (code 16376). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16277,3-degree Gauss-Kruger zone 17,conversion,,,,,2605,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 51E (code 16309). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16278,3-degree Gauss-Kruger zone 18,conversion,,,,,2606,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 54E (code 16378). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16279,3-degree Gauss-Kruger zone 19,conversion,,,,,2607,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 57E (code 16310). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16280,3-degree Gauss-Kruger zone 20,conversion,,,,,2608,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 60E (code 16380). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16281,3-degree Gauss-Kruger zone 21,conversion,,,,,2609,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 63E (code 16311). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16282,3-degree Gauss-Kruger zone 22,conversion,,,,,2610,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 66E (code 16382). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16283,3-degree Gauss-Kruger zone 23,conversion,,,,,2611,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 69E (code 16312). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16284,3-degree Gauss-Kruger zone 24,conversion,,,,,2612,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 72E (code 16384). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16285,3-degree Gauss-Kruger zone 25,conversion,,,,,2613,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 75E (code 16313). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16286,3-degree Gauss-Kruger zone 26,conversion,,,,,2614,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 78E (code 16386). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16287,3-degree Gauss-Kruger zone 27,conversion,,,,,2615,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 81E (code 16314). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16288,3-degree Gauss-Kruger zone 28,conversion,,,,,2616,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 84E (code 16388). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16289,3-degree Gauss-Kruger zone 29,conversion,,,,,2617,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 87E (code 16315). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16290,3-degree Gauss-Kruger zone 30,conversion,,,,,2618,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 90E (code 16390). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16291,3-degree Gauss-Kruger zone 31,conversion,,,,,2619,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 93E (code 16316). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16292,3-degree Gauss-Kruger zone 32,conversion,,,,,2620,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 96E (code 16392). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16293,3-degree Gauss-Kruger zone 33,conversion,,,,,2621,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 99E (code 16317). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360 2006.592,1,0
+16294,3-degree Gauss-Kruger zone 34,conversion,,,,,2622,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 102E (code 16394). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16295,3-degree Gauss-Kruger zone 35,conversion,,,,,2623,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 105E (code 16318). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16296,3-degree Gauss-Kruger zone 36,conversion,,,,,2624,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 108E (code 16396). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16297,3-degree Gauss-Kruger zone 37,conversion,,,,,2625,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see Gauss-Kruger cm 111E (code 16319). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16298,3-degree Gauss-Kruger zone 38,conversion,,,,,2626,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 114E (code 16398). Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16299,3-degree Gauss-Kruger zone 39,conversion,,,,,2627,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 117E (code 16320). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16301,Gauss-Kruger CM 3E,conversion,,,,,1933,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 1N (code 16201), or for a restricted longitude range 3-degree Gauss-Kruger zone 1N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,2006.592,1,0
+16302,Gauss-Kruger CM 9E,conversion,,,,,1935,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 2N (code 16202), or for a restricted longitude range 3-degree Gauss-Kruger zone 3N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16303,Gauss-Kruger CM 15E,conversion,,,,,1937,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 3N (code 16203), or for a restricted longitude range 3-degree Gauss-Kruger zone 5N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,2002.360 2006.592,1,0
+16304,Gauss-Kruger CM 21E,conversion,,,,,1939,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 4N (code 16204), or for a restricted longitude range 3-degree Gauss-Kruger zone 7N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16305,Gauss-Kruger CM 27E,conversion,,,,,1941,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 5N (code 16205), or for a restricted longitude range 3-degree Gauss-Kruger zone 9N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16306,Gauss-Kruger CM 33E,conversion,,,,,1943,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 6N (code 16206), or for a restricted longitude range 3-degree Gauss-Kruger zone 11N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16307,Gauss-Kruger CM 39E,conversion,,,,,1945,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 7N (code 16207), or for a restricted longitude range 3-degree Gauss-Kruger zone 13N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16308,Gauss-Kruger CM 45E,conversion,,,,,1947,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 8N (code 16208), or for a restricted longitude range 3-degree Gauss-Kruger zone 15N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16309,Gauss-Kruger CM 51E,conversion,,,,,1949,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 9N (code 16209), or for a restricted longitude range 3-degree Gauss-Kruger zone 17N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16310,Gauss-Kruger CM 57E,conversion,,,,,1951,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 10N (code 16210), or for a restricted longitude range 3-degree Gauss-Kruger zone 19N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16311,Gauss-Kruger CM 63E,conversion,,,,,1953,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 11N (code 16211), or for a restricted longitude range 3-degree Gauss-Kruger zone 21N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16312,Gauss-Kruger CM 69E,conversion,,,,,1955,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 12N (code 16212), or for a restricted longitude range 3-degree Gauss-Kruger zone 23N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16313,Gauss-Kruger CM 75E,conversion,,,,,1957,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 13N (code 16213), or for a restricted longitude range 3-degree Gauss-Kruger zone 25N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16314,Gauss-Kruger CM 81E,conversion,,,,,1959,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 14N (code 16214), or for a restricted longitude range 3-degree Gauss-Kruger zone 27N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16315,Gauss-Kruger CM 87E,conversion,,,,,1961,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 15N (code 16215), or for a restricted longitude range 3-degree Gauss-Kruger zone 29N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16316,Gauss-Kruger CM 93E,conversion,,,,,1963,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 16N (code 16216), or for a restricted longitude range 3-degree Gauss-Kruger zone 31N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16317,Gauss-Kruger CM 99E,conversion,,,,,1965,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 17N (code 16217), or for a restricted longitude range 3-degree Gauss-Kruger zone 33N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16318,Gauss-Kruger CM 105E,conversion,,,,,1967,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 18N (code 16218), or for a restricted longitude range 3-degree Gauss-Kruger zone 35N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16319,Gauss-Kruger CM 111E,conversion,,,,,1969,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 19N (code 16219), or for a restricted longitude range 3-degree Gauss-Kruger zone 37N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16320,Gauss-Kruger CM 117E,conversion,,,,,1971,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 20N (code 16220), or for a restricted longitude range 3-degree Gauss-Kruger zone 39N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16321,Gauss-Kruger CM 123E,conversion,,,,,1973,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 21N (code 16221), or for a restricted longitude range 3-degree Gauss-Kruger zone 41N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16322,Gauss-Kruger CM 129E,conversion,,,,,1975,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 22N (code 16222), or for a restricted longitude range 3-degree Gauss-Kruger zone 43N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16323,Gauss-Kruger CM 135E,conversion,,,,,1977,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 23N (code 16223), or for a restricted longitude range 3-degree Gauss-Kruger zone 45N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16324,Gauss-Kruger CM 141E,conversion,,,,,1979,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 24N (code 16224), or for a restricted longitude range 3-degree Gauss-Kruger zone 47N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16325,Gauss-Kruger CM 147E,conversion,,,,,1981,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 25N (code 16225), or for a restricted longitude range 3-degree Gauss-Kruger zone 49N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16326,Gauss-Kruger CM 153E,conversion,,,,,1983,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 26N (code 16226), or for a restricted longitude range 3-degree Gauss-Kruger zone 51N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16327,Gauss-Kruger CM 159E,conversion,,,,,1985,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 27N (code 16227), or for a restricted longitude range 3-degree Gauss-Kruger zone 53N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16328,Gauss-Kruger CM 165E,conversion,,,,,1987,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 28N (code 16228), or for a restricted longitude range 3-degree Gauss-Kruger zone 55N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16329,Gauss-Kruger CM 171E,conversion,,,,,1989,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 29N (code 16229), or for a restricted longitude range 3-degree Gauss-Kruger zone 57N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16330,Gauss-Kruger CM 177E,conversion,,,,,1991,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 30N (code 16230), or for a restricted longitude range 3-degree Gauss-Kruger zone 59N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16331,Gauss-Kruger CM 177W,conversion,,,,,1873,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 31N (code 16231), or for a restricted longitude range 3-degree Gauss-Kruger zone 61N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16332,Gauss-Kruger CM 171W,conversion,,,,,1875,Medium scale topographic mapping.,0,9807,,,"Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 32N (code 16232), or for a restricted longitude range 3-degree Gauss-Kruger zone 62N (code 16261). Original transformation by Gauss-Kruger formula.",OGP,OGP,2006/07/25,1995.280 2002.360 2006.592,1,0
+16333,Gauss-Kruger CM 165W,conversion,,,,,1877,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 33N (code 16233). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16334,Gauss-Kruger CM 159W,conversion,,,,,1879,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 34N (code 16234). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16335,Gauss-Kruger CM 153W,conversion,,,,,1881,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 35N (code 16235). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16336,Gauss-Kruger CM 147W,conversion,,,,,1883,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 36N (code 16236). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16337,Gauss-Kruger CM 141W,conversion,,,,,1885,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 37N (code 16237). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16338,Gauss-Kruger CM 135W,conversion,,,,,1887,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 38N (code 16238). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16339,Gauss-Kruger CM 129W,conversion,,,,,1889,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 39N (code 16239). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16340,Gauss-Kruger CM 123W,conversion,,,,,1891,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 40N (code 16240). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16341,Gauss-Kruger CM 117W,conversion,,,,,1893,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 41N (code 16241). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16342,Gauss-Kruger CM 111W,conversion,,,,,1895,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 42N (code 16242). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16343,Gauss-Kruger CM 105W,conversion,,,,,1897,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 43N (code 16243). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16344,Gauss-Kruger CM 99W,conversion,,,,,1899,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 44N (code 16244). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16345,Gauss-Kruger CM 93W,conversion,,,,,1901,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 45N (code 16245). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16346,Gauss-Kruger CM 87W,conversion,,,,,1903,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 46N (code 16246). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16347,Gauss-Kruger CM 81W,conversion,,,,,1905,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 47N (code 16247). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16348,Gauss-Kruger CM 75W,conversion,,,,,1907,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 48N (code 16248). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16349,Gauss-Kruger CM 69W,conversion,,,,,1909,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 49N (code 16249). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16350,Gauss-Kruger CM 63W,conversion,,,,,1911,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 50N (code 16250). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16351,Gauss-Kruger CM 57W,conversion,,,,,1913,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 51N (code 16251). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16352,Gauss-Kruger CM 51W,conversion,,,,,1915,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 52N (code 16252). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16353,Gauss-Kruger CM 45W,conversion,,,,,1917,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 53N (code 16253). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16354,Gauss-Kruger CM 39W,conversion,,,,,1919,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 54N (code 16254). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16355,Gauss-Kruger CM 33W,conversion,,,,,1921,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 55N (code 16255). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16356,Gauss-Kruger CM 27W,conversion,,,,,1923,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 56N (code 16256). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16357,Gauss-Kruger CM 21W,conversion,,,,,1925,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 57N (code 16257). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16358,Gauss-Kruger CM 15W,conversion,,,,,1927,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 58N (code 16258). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16359,Gauss-Kruger CM 9W,conversion,,,,,1929,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 59N (code 16259). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16360,Gauss-Kruger CM 3W,conversion,,,,,1931,Medium scale topographic mapping.,0,9807,,,Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 60N (code 16260). Original transformation by Gauss-Kruger formula.,OGP,OGP,2006/07/25,2006.592,1,0
+16361,3-degree Gauss-Kruger CM 3E,conversion,,,,,2299,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 1N (code 16261) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,1
+16362,3-degree Gauss-Kruger CM 6E,conversion,,,,,2300,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 2N (code 16262) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16363,3-degree Gauss-Kruger CM 9E,conversion,,,,,2301,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 3N (code 16263) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,1
+16364,3-degree Gauss-Kruger CM 12E,conversion,,,,,2302,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 4N (code 16264) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16365,3-degree Gauss-Kruger CM 15E,conversion,,,,,2303,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 5N (code 16265) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,1
+16366,3-degree Gauss-Kruger CM 18E,conversion,,,,,2304,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 6N (code 16266) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16367,3-degree Gauss-Kruger CM 21E,conversion,,,,,2305,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 7N (code 16267) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,1
+16368,3-degree Gauss-Kruger CM 24E,conversion,,,,,2306,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 8N (code 16268) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2002.360,1,0
+16369,3-degree Gauss-Kruger CM 27E,conversion,,,,,2534,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 9N (code 16269) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16370,3-degree Gauss-Kruger CM 30E,conversion,,,,,2535,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 10N (code 16270) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16371,3-degree Gauss-Kruger CM 33E,conversion,,,,,2536,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 11N (code 16271) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16372,3-degree Gauss-Kruger CM 36E,conversion,,,,,2537,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 12N (code 16272) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16373,3-degree Gauss-Kruger CM 39E,conversion,,,,,2538,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 13N (code 16273) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16374,3-degree Gauss-Kruger CM 42E,conversion,,,,,2539,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 14N (code 16274) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16375,3-degree Gauss-Kruger CM 45E,conversion,,,,,2540,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 15N (code 16275) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16376,3-degree Gauss-Kruger CM 48E,conversion,,,,,2604,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 16N (code 16276) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,2003.052,1,0
+16377,3-degree Gauss-Kruger CM 51E,conversion,,,,,2605,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 17N (code 16277) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16378,3-degree Gauss-Kruger CM 54E,conversion,,,,,2606,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 18N (code 16278) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16379,3-degree Gauss-Kruger CM 57E,conversion,,,,,2607,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 19N (code 16279) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16380,3-degree Gauss-Kruger CM 60E,conversion,,,,,2608,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 20N (code 16280) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16381,3-degree Gauss-Kruger CM 63E,conversion,,,,,2609,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 21N (code 16281) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16382,3-degree Gauss-Kruger CM 66E,conversion,,,,,2610,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 22N (code 16282) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16383,3-degree Gauss-Kruger CM 69E,conversion,,,,,2611,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 23N (code 16283) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16384,3-degree Gauss-Kruger CM 72E,conversion,,,,,2612,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 24N (code 16284) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16385,3-degree Gauss-Kruger CM 75E,conversion,,,,,2613,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 25N (code 16285) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16386,3-degree Gauss-Kruger CM 78E,conversion,,,,,2614,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 26N (code 16286) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16387,3-degree Gauss-Kruger CM 81E,conversion,,,,,2615,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 27N (code 16287) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16388,3-degree Gauss-Kruger CM 84E,conversion,,,,,2616,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 28N (code 16288) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16389,3-degree Gauss-Kruger CM 87E,conversion,,,,,2617,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 29N (code 16289) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16390,3-degree Gauss-Kruger CM 90E,conversion,,,,,2618,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 30N (code 16290) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16391,3-degree Gauss-Kruger CM 93E,conversion,,,,,2619,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 31N (code 16291) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16392,3-degree Gauss-Kruger CM 96E,conversion,,,,,2620,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 32N (code 16292) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16393,3-degree Gauss-Kruger CM 99E,conversion,,,,,2621,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 33N (code 16293) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16394,3-degree Gauss-Kruger CM 102E,conversion,,,,,2622,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 34N (code 16294) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16395,3-degree Gauss-Kruger CM 105E,conversion,,,,,2623,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 35N (code 16295) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16396,3-degree Gauss-Kruger CM 108E,conversion,,,,,2624,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 36N (code 16296) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16397,3-degree Gauss-Kruger CM 111E,conversion,,,,,2625,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 37N (code 16297) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16398,3-degree Gauss-Kruger CM 114E,conversion,,,,,2626,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 38N (code 16298) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,0
+16399,3-degree Gauss-Kruger CM 117E,conversion,,,,,2627,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,3-degree Gauss-Kruger zone 39N (code 16299) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.,OGP,OGP,2002/06/22,,1,1
+16400,TM 0 N,conversion,,,,,1629,Oil exploration.,0,9807,,,,Shell UK,OGP,1998/11/11,,1,0
+16405,TM 5 NE,conversion,,,,,1630,Oil exploration.,0,9807,,,,NAM,OGP,1998/11/11,,1,0
+16406,TM 6 NE,conversion,,,,,1717,Oil exploration.,0,9807,,,Used by ExxonMobil for deepwater blocks offshore Nigeria.,ExxonMobil,OGP,2002/02/12,,1,0
+16411,TM 11 NE,conversion,,,,,1489,Oil exploration.,0,9807,,,,Total-Fina,OGP,2000/03/07,,1,0
+16412,TM 12 NE,conversion,,,,,1143,Oil exploration.,0,9807,,,,Total-Fina,OGP,2000/03/07,,1,0
+16413,TM 13 NE,conversion,,,,,2771,Oil exploration.,0,9807,,,,TotalFinaElf,OGP,2002/06/28,,1,0
+16430,TM 30 NE,conversion,,,,,2546,Oil exploration.,0,9807,,,,TotalFinaElf,OGP,2001/11/06,,1,0
+16490,Bangladesh Transverse Mercator,conversion,,,,,1041,Oil exploration.,0,9807,,,,Survey of Bangladesh via IGN Paris,OGP,2004/10/14,,1,0
+16506,TM 106 NE,conversion,,,,,1495,Oil exploration.,0,9807,,,,PetroVietnam,OGP,2000/03/07,,1,0
+16586,GK 106 NE,conversion,,,,,1494,Oil exploration.,0,9807,,,,BP Amoco,OGP,2000/03/07,,1,0
+16611,TM 11.30 SE,conversion,,,,,1605,Oil exploration.,0,9807,,,,Esso Angola,OGP,1998/11/11,,1,0
+16612,TM 12 SE,conversion,,,,,1604,Oil exploration.,0,9807,,,,Shell Angola,OGP,1998/11/11,,1,0
+16636,TM 36 SE,conversion,,,,,1726,Oil exploration.,0,9807,,,,BP Mozambique,OGP,1998/11/11,,1,0
+16709,TM 109 SE,conversion,,,,,2577,Oil exploration.,0,9807,,,Used by Arco and BP for ONWJ.,BP,OGP,2002/02/12,,1,0
+16716,TM 116 SE,conversion,,,,,2588,Oil exploration.,0,9807,,,Used by BP for Terang-Sirasun.,BP,OGP,2002/02/12,,1,0
+16732,TM 132 SE,conversion,,,,,2589,Oil exploration.,0,9807,,,Used for Tangguh developments.,BP,OGP,2002/02/12,,1,0
+17001,TM 1 NW,conversion,,,,,1505,Oil exploration.,0,9807,,,,Various industry sources,OGP,2000/10/19,,1,0
+17005,TM 5 NW,conversion,,,,,2296,Oil exploration.,0,9807,,,,Various oil industry sources,OGP,2001/06/05,,1,0
+17054,TM 54 NW,conversion,,,,,1727,Oil exploration.,0,9807,,,,Shell,OGP,2000/06/10,,1,0
+17204,SCAR IMW SP19-20,conversion,,,,,2991,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17205,SCAR IMW SP21-22,conversion,,,,,2992,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17206,SCAR IMW SP23-24,conversion,,,,,2993,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17207,SCAR IMW SQ01-02,conversion,,,,,2994,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17208,SCAR IMW SQ19-20,conversion,,,,,2995,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17209,SCAR IMW SQ21-22,conversion,,,,,2996,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17210,SCAR IMW SQ37-38,conversion,,,,,2997,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17211,SCAR IMW SQ39-40,conversion,,,,,2998,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17212,SCAR IMW SQ41-42,conversion,,,,,2999,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17213,SCAR IMW SQ43-44,conversion,,,,,3000,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17214,SCAR IMW SQ45-46,conversion,,,,,3001,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17215,SCAR IMW SQ47-48,conversion,,,,,3002,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17216,SCAR IMW SQ49-50,conversion,,,,,3003,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17217,SCAR IMW SQ51-52,conversion,,,,,3004,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17218,SCAR IMW SQ53-54,conversion,,,,,3005,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17219,SCAR IMW SQ55-56,conversion,,,,,3006,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17220,SCAR IMW SQ57-58,conversion,,,,,3007,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17221,SCAR IMW SR13-14,conversion,,,,,3008,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17222,SCAR IMW SR15-16,conversion,,,,,3009,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17223,SCAR IMW SR17-18,conversion,,,,,3010,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17224,SCAR IMW SR19-20,conversion,,,,,3011,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17225,SCAR IMW SR27-28,conversion,,,,,3012,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17226,SCAR IMW SR29-30,conversion,,,,,3013,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17227,SCAR IMW SR31-32,conversion,,,,,3014,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17228,SCAR IMW SR33-34,conversion,,,,,3015,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17229,SCAR IMW SR35-36,conversion,,,,,3016,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17230,SCAR IMW SR37-38,conversion,,,,,3017,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17231,SCAR IMW SR39-40,conversion,,,,,3018,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17232,SCAR IMW SR41-42,conversion,,,,,3019,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17233,SCAR IMW SR43-44,conversion,,,,,3020,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17234,SCAR IMW SR45-46,conversion,,,,,3021,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17235,SCAR IMW SR47-48,conversion,,,,,3022,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17236,SCAR IMW SR49-50,conversion,,,,,3023,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17237,SCAR IMW SR51-52,conversion,,,,,3024,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17238,SCAR IMW SR53-54,conversion,,,,,3025,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17239,SCAR IMW SR55-56,conversion,,,,,3026,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17240,SCAR IMW SR57-58,conversion,,,,,3027,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17241,SCAR IMW SR59-60,conversion,,,,,3028,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17242,SCAR IMW SS04-06,conversion,,,,,3029,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17243,SCAR IMW SS07-09,conversion,,,,,3030,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17244,SCAR IMW SS10-12,conversion,,,,,3031,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17245,SCAR IMW SS13-15,conversion,,,,,3032,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17246,SCAR IMW SS16-18,conversion,,,,,3033,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17247,SCAR IMW SS19-21,conversion,,,,,3034,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17248,SCAR IMW SS25-27,conversion,,,,,3035,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17249,SCAR IMW SS28-30,conversion,,,,,3036,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17250,SCAR IMW SS31-33,conversion,,,,,3037,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17251,SCAR IMW SS34-36,conversion,,,,,3038,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17252,SCAR IMW SS37-39,conversion,,,,,3039,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17253,SCAR IMW SS40-42,conversion,,,,,3040,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17254,SCAR IMW SS43-45,conversion,,,,,3041,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17255,SCAR IMW SS46-48,conversion,,,,,3042,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17256,SCAR IMW SS49-51,conversion,,,,,3043,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17257,SCAR IMW SS52-54,conversion,,,,,3044,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17258,SCAR IMW SS55-57,conversion,,,,,3045,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17259,SCAR IMW SS58-60,conversion,,,,,3046,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17260,SCAR IMW ST01-04,conversion,,,,,3047,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17261,SCAR IMW ST05-08,conversion,,,,,3048,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17262,SCAR IMW ST09-12,conversion,,,,,3049,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17263,SCAR IMW ST13-16,conversion,,,,,3050,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17264,SCAR IMW ST17-20,conversion,,,,,3051,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17265,SCAR IMW ST21-24,conversion,,,,,3052,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17266,SCAR IMW ST25-28,conversion,,,,,3053,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17267,SCAR IMW ST29-32,conversion,,,,,3054,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17268,SCAR IMW ST33-36,conversion,,,,,3055,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17269,SCAR IMW ST37-40,conversion,,,,,3056,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17270,SCAR IMW ST41-44,conversion,,,,,3057,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17271,SCAR IMW ST45-48,conversion,,,,,3058,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17272,SCAR IMW ST49-52,conversion,,,,,3059,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17273,SCAR IMW ST53-56,conversion,,,,,3060,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17274,SCAR IMW ST57-60,conversion,,,,,3061,Medium scale studies and topographic mapping.,0,9802,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17275,SCAR IMW SU01-05,conversion,,,,,3062,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17276,SCAR IMW SU06-10,conversion,,,,,3063,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17277,SCAR IMW SU11-15,conversion,,,,,3064,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17278,SCAR IMW SU16-20,conversion,,,,,3065,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17279,SCAR IMW SU21-25,conversion,,,,,3066,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17280,SCAR IMW SU26-30,conversion,,,,,3067,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17281,SCAR IMW SU31-35,conversion,,,,,3068,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17282,SCAR IMW SU36-40,conversion,,,,,3069,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17283,SCAR IMW SU41-45,conversion,,,,,3070,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17284,SCAR IMW SU46-50,conversion,,,,,3071,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17285,SCAR IMW SU51-55,conversion,,,,,3072,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17286,SCAR IMW SU56-60,conversion,,,,,3073,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17287,SCAR IMW SV01-10,conversion,,,,,3074,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17288,SCAR IMW SV11-20,conversion,,,,,3075,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17289,SCAR IMW SV21-30,conversion,,,,,3076,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17290,SCAR IMW SV31-40,conversion,,,,,3077,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17291,SCAR IMW SV41-50,conversion,,,,,3078,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17292,SCAR IMW SV51-60,conversion,,,,,3079,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17293,SCAR IMW SW01-60,conversion,,,,,3080,Medium scale studies and topographic mapping.,0,9829,,,"After: Sievers, J. and H. Bennat (1989). ""Reference systems of maps and geographic information systems of Antarctica."" Antarctic Science 1(4): 351-362.",Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+17294,USGS Transantarctic Mountains,conversion,,,,,3081,USGS mapping of Transantarctic mountains.,0,9802,,,,"Dr Cheryl Hallam, USGS, Reston, Virginia via Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.",OGP,2005/04/14,,1,0
+17295,North Pole Lambert Azimuthal Equal Area (Bering Sea),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of Bering Sea area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+17296,North Pole Lambert Azimuthal Equal Area (Alaska),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of Alaskan area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+17297,North Pole Lambert Azimuthal Equal Area (Canada),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of Canadian area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+17298,North Pole Lambert Azimuthal Equal Area (Atlantic),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of North Atlantic and Greenland area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+17299,North Pole Lambert Azimuthal Equal Area (Europe),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of north European area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+17300,North Pole Lambert Azimuthal Equal Area (Russia),conversion,,,,,3480,Arctic research.,0,9820,,,For studies of Russian area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+17321,SWEREF99 12 00,conversion,,,,,2833,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17322,SWEREF99 13 30,conversion,,,,,2834,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17323,SWEREF99 15 00,conversion,,,,,2835,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17324,SWEREF99 16 30,conversion,,,,,2836,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17325,SWEREF99 18 00,conversion,,,,,2837,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17326,SWEREF99 14 15,conversion,,,,,2838,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17327,SWEREF99 15 45,conversion,,,,,2839,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17328,SWEREF99 17 15,conversion,,,,,2840,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17329,SWEREF99 18 45,conversion,,,,,2841,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17330,SWEREF99 20 15,conversion,,,,,2842,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17331,SWEREF99 21 45,conversion,,,,,2843,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17332,SWEREF99 23 15,conversion,,,,,2844,"Large scale topographic mapping, engineering survey, cadastre..",0,9807,,,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17333,SWEREF99 TM,conversion,,,,,1225,Medium and small scale topographic mapping.,0,9807,,,"Projection parameters are identical to UTM zone 33N. Unlike UTM zone 33N, the SWREF99 TM is used throughout all Sweden.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17334,Sweden zone 7.5 gon V,conversion,,,,,2845,"Topographic mapping, engineering survey, cadastre.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17335,Sweden zone 5 gon V,conversion,,,,,2846,"Topographic mapping, engineering survey, cadastre.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17336,Sweden zone 0 gon,conversion,,,,,2848,"Topographic mapping, engineering survey, cadastre.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17337,Sweden zone 2.5 gon O,conversion,,,,,2849,"Topographic mapping, engineering survey, cadastre.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17338,Sweden zone 5 gon O,conversion,,,,,2850,"Topographic mapping, engineering survey, cadastre.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+17348,Map Grid of Australia zone 48,conversion,,,,,1556,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,OGP,1995/12/02,1995.300 1996.290,1,0
+17349,Map Grid of Australia zone 49,conversion,,,,,1557,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,OGP,1995/12/02,1995.300 1996.290,1,0
+17350,Map Grid of Australia zone 50,conversion,,,,,1558,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,OGP,1995/12/02,1995.300 1996.290,1,0
+17351,Map Grid of Australia zone 51,conversion,,,,,1559,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,OGP,1995/12/02,1995.300 1996.290,1,0
+17352,Map Grid of Australia zone 52,conversion,,,,,1560,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,OGP,1995/12/02,1995.300 1996.290,1,0
+17353,Map Grid of Australia zone 53,conversion,,,,,1561,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,OGP,1995/12/02,1995.300 1996.290,1,0
+17354,Map Grid of Australia zone 54,conversion,,,,,1562,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,OGP,1995/12/02,1995.300 1996.290,1,0
+17355,Map Grid of Australia zone 55,conversion,,,,,1563,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,OGP,1995/12/02,1995.300 1996.290,1,0
+17356,Map Grid of Australia zone 56,conversion,,,,,1564,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,OGP,1995/12/02,1995.300 1996.290,1,0
+17357,Map Grid of Australia zone 57,conversion,,,,,1565,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,OGP,1995/12/02,1995.300 1996.290,1,0
+17358,Map Grid of Australia zone 58,conversion,,,,,1566,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,Australian Surveying and Land Information Group Internet WWW page.,OGP,1995/12/02,1995.300 1996.290,1,0
+17359,SA Lambert,conversion,,,,,2986,Natural resource mapping of whole State.,0,9802,,,,"South Australia Department for Environment and Heritage, Spatial Information Committee (SICOM); http://www.environment.sa.gov.au/mapland/sicom/sicom/lambert.html",OGP,2004/10/20,,1,0
+17360,Vicgrid66,conversion,,,,,2285,Natural resource mapping of whole State.,0,9802,,,"May also be used to display Victoria, New South Wales, Tasmania and South Australia as a single entity. Replaced by Vicgrid94 with effect from 2nd February 2000.",Victoria Land Registry; http://www.land.vic.gov.au,OGP,2005/01/07,,1,0
+17361,Vicgrid94,conversion,,,,,2285,Natural resource mapping of whole State.,0,9802,,,"May also be used to display Victoria, New South Wales, Tasmania and South Australia as a single entity. Replaces Vicgrid66 with effect from 2nd February 2000.",Victoria Land Registry; http://www.land.vic.gov.au,OGP,2005/01/07,,1,0
+17362,Geoscience Australia Standard National Scale Lambert Projection,conversion,,,,,2575,Australia-wide geoscience mapping.,0,9802,,,,Geoscience Australia; http://www.ga.gov.au/map/broker/wms_info.php,OGP,2005/01/07,,1,0
+17363,Brisbane City Survey Grid 02,conversion,,,,,2990,Engineering survey projects: design and construction.,0,9807,,,,Brisbane City Council,OGP,2005/02/21,,1,0
+17364,New South Wales Lambert,conversion,,,,,3139,Natural resource mapping of whole State.,0,9802,,,,NSW Department of Lands.,OGP,2005/08/18,,1,0
+17365,Australian Albers,conversion,,,,,2575,Australia-wide geoscience and statistical mapping.,0,9822,,,,"Australian Government Department of Agriculture, Fisheries and Forestry, Bureau of Rural Sciences. http://www.daff.gov.au/brs",OGP,2007/01/22,,1,0
+17401,Katanga Lambert Conformal,conversion,,,,,3147,Medium and small scale topographic mapping.,0,9802,,,,"Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.",OGP,2005/09/30,,1,0
+17402,Katanga Transverse Mercator,conversion,,,,,3147,"Cadastre, engineering survey.",0,9807,,,,"Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.",OGP,2005/09/30,,1,0
+17412,Congo Transverse Mercator zone 12,conversion,,,,,3150,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,OGP,2005/09/30,,1,0
+17414,Congo Transverse Mercator zone 14,conversion,,,,,3151,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,OGP,2005/09/30,,1,0
+17416,Congo Transverse Mercator zone 16,conversion,,,,,3152,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,OGP,2005/09/30,,1,0
+17418,Congo Transverse Mercator zone 18,conversion,,,,,3153,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,OGP,2005/09/30,,1,0
+17420,Congo Transverse Mercator zone 20,conversion,,,,,3154,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,OGP,2005/09/30,,1,0
+17422,Congo Transverse Mercator zone 22,conversion,,,,,3155,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,OGP,2005/09/30,,1,0
+17424,Congo Transverse Mercator zone 24,conversion,,,,,3156,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,OGP,2005/09/30,,1,0
+17426,Congo Transverse Mercator zone 26,conversion,,,,,3157,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,OGP,2005/09/30,,1,0
+17428,Congo Transverse Mercator zone 28,conversion,,,,,3158,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,OGP,2005/09/30,,1,0
+17430,Congo Transverse Mercator zone 30,conversion,,,,,3159,"Cadastre, large and medium scale topographic mapping and engineering survey.",0,9807,,,,Institut Geographique du Congo,OGP,2005/09/30,,1,0
+17432,Indonesia TM-3 zone 46.2,conversion,,,,,1647,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17433,Indonesia TM-3 zone 47.1,conversion,,,,,3510,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17434,Indonesia TM-3 zone 47.2,conversion,,,,,3511,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17435,Indonesia TM-3 zone 48.1,conversion,,,,,3512,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17436,Indonesia TM-3 zone 48.2,conversion,,,,,3513,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17437,Indonesia TM-3 zone 49.1,conversion,,,,,3514,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17438,Indonesia TM-3 zone 49.2,conversion,,,,,3515,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17439,Indonesia TM-3 zone 50.1,conversion,,,,,3516,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17440,Indonesia TM-3 zone 50.2,conversion,,,,,3517,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17441,Indonesia TM-3 zone 51.1,conversion,,,,,3518,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17442,Indonesia TM-3 zone 51.2,conversion,,,,,3519,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17443,Indonesia TM-3 zone 52.1,conversion,,,,,3520,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17444,Indonesia TM-3 zone 52.2,conversion,,,,,3521,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17445,Indonesia TM-3 zone 53.1,conversion,,,,,3522,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17446,Indonesia TM-3 zone 53.2,conversion,,,,,3523,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17447,Indonesia TM-3 zone 54.1,conversion,,,,,1663,Land use and cadastre.,0,9807,,,,"National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+17448,Australian Map Grid zone 48,conversion,,,,,1556,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,OGP,1995/12/02,1995.300 1996.290,1,0
+17449,Australian Map Grid zone 49,conversion,,,,,1557,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,OGP,1995/12/02,1995.300 1996.290,1,0
+17450,Australian Map Grid zone 50,conversion,,,,,1558,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,OGP,1995/12/02,1995.300 1996.290,1,0
+17451,Australian Map Grid zone 51,conversion,,,,,1559,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,OGP,1995/12/02,1995.300 1996.290,1,0
+17452,Australian Map Grid zone 52,conversion,,,,,1560,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,OGP,1995/12/02,1995.300 1996.290,1,0
+17453,Australian Map Grid zone 53,conversion,,,,,1561,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,OGP,1995/12/02,1995.300 1996.290,1,0
+17454,Australian Map Grid zone 54,conversion,,,,,1567,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,OGP,1995/12/02,1995.300 1996.290,1,0
+17455,Australian Map Grid zone 55,conversion,,,,,1568,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,OGP,1995/12/02,1995.300 1996.290,1,0
+17456,Australian Map Grid zone 56,conversion,,,,,2291,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,OGP,1995/12/02,1995.300 1996.290,1,0
+17457,Australian Map Grid zone 57,conversion,,,,,1565,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,OGP,1995/12/02,1995.300 1996.290,1,0
+17458,Australian Map Grid zone 58,conversion,,,,,1566,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Grid convergence uses opposite sign convention to UTM,The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972,OGP,1995/12/02,1995.300 1996.290,1,0
+17515,South African Survey Grid zone 15,conversion,,,,,1454,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,OGP,2007/02/12,1995.300 1996.290 2007.022,1,0
+17517,South African Survey Grid zone 17,conversion,,,,,1455,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,OGP,2007/02/12,1995.300 1996.290 2007.022,1,0
+17519,South African Survey Grid zone 19,conversion,,,,,1456,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,OGP,2007/02/12,1995.300 1996.290 2007.022,1,0
+17521,South African Survey Grid zone 21,conversion,,,,,1457,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,OGP,2007/02/12,1995.300 1996.290 2007.022,1,0
+17523,South African Survey Grid zone 23,conversion,,,,,1458,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,OGP,2007/02/12,1995.300 1996.290 2007.022,1,0
+17525,South African Survey Grid zone 25,conversion,,,,,1459,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,OGP,2007/02/12,1995.300 1996.290 2007.022,1,0
+17527,South African Survey Grid zone 27,conversion,,,,,1460,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,OGP,2007/02/12,1995.300 1996.290 2007.022,1,0
+17529,South African Survey Grid zone 29,conversion,,,,,1461,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,OGP,2007/02/12,1995.300 1996.290 2007.022,1,0
+17531,South African Survey Grid zone 31,conversion,,,,,1462,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,OGP,2007/02/12,1995.300 1996.290 2007.022,1,0
+17533,South African Survey Grid zone 33,conversion,,,,,1463,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",,OGP,2007/02/12,1995.300 1996.290 2007.022,1,0
+17611,South West African Survey Grid zone 11,conversion,,,,,1838,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,OGP,2007/02/12,1995.300 1996.290 1997.160 2007.022,1,0
+17613,South West African Survey Grid zone 13,conversion,,,,,1839,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,OGP,2007/02/12,1995.300 1996.290 1997.160 2007.022,1,0
+17615,South West African Survey Grid zone 15,conversion,,,,,1840,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,OGP,2007/02/12,1995.300 1996.290 1997.160 2007.022,1,0
+17617,South West African Survey Grid zone 17,conversion,,,,,1841,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,OGP,2007/02/12,1995.300 1996.290 1997.160 2007.022,1,0
+17619,South West African Survey Grid zone 19,conversion,,,,,1842,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,OGP,2007/02/12,1995.300 1996.290 1997.160 2007.022,1,0
+17621,South West African Survey Grid zone 21,conversion,,,,,1843,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,OGP,2007/02/12,1995.300 1996.290 1997.160 2007.022,1,0
+17623,South West African Survey Grid zone 23,conversion,,,,,1844,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,OGP,2007/02/12,1995.300 1996.290 1997.160 2007.022,1,0
+17625,South West African Survey Grid zone 25,conversion,,,,,1845,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9808,,,"Transformation method sometimes described as ""Gauss conform"".",Chief Directorate Surveys and Land Information; Mowbray; South Africa.,OGP,2007/02/12,1995.300 1996.290 1997.160 2007.022,1,0
+17700,MTM Quebec zone 2,conversion,,,,,1420,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,1997/11/13,,1,0
+17701,MTM zone 1,conversion,,,,,2226,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+17702,MTM Newfoundland zone 2,conversion,,,,,2227,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+17703,MTM zone 3,conversion,,,,,2290,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+17704,MTM zone 4,conversion,,,,,2276,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+17705,MTM zone 5,conversion,,,,,2277,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+17706,MTM zone 6,conversion,,,,,2278,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+17707,MTM zone 7,conversion,,,,,1425,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,1997/11/13,,1,0
+17708,MTM zone 8,conversion,,,,,2279,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+17709,MTM zone 9,conversion,,,,,2280,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+17710,MTM zone 10,conversion,,,,,2281,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+17711,MTM zone 11,conversion,,,,,1432,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+17712,MTM zone 12,conversion,,,,,1433,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+17713,MTM zone 13,conversion,,,,,1434,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+17714,MTM zone 14,conversion,,,,,1435,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+17715,MTM zone 15,conversion,,,,,1436,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+17716,MTM zone 16,conversion,,,,,1437,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+17717,MTM zone 17,conversion,,,,,1438,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+17722,Alberta 3-degree TM reference meridian 111 W,conversion,,,,,3543,"Cadastre, survey control and engineering survey in urban areas. For rural areas use UTM.",0,9807,,,"If used for rural area control markers, area of use is amended to east of 112°W; however use of UTM encouraged in these areas.","Alberta SRD Lands Branch, Geodetic Fact Sheet 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+17723,Alberta 3-degree TM reference meridian 114 W,conversion,,,,,3542,"Cadastre, survey control and engineering survey in urban areas. For rural areas use UTM.",0,9807,,,"If used for rural area control markers, area of use is amended to between 112° and 116°W; however use of UTM encouraged in these areas.","Alberta SRD Lands Branch, Geodetic Fact Sheet 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+17724,Alberta 3-degree TM reference meridian 117 W,conversion,,,,,3541,"Cadastre, survey control and engineering survey in urban areas. For rural areas use UTM.",0,9807,,,"If used for rural area control markers, area of use is amended to between 116° and 118° W; however use of UTM encouraged in these areas.","Alberta SRD Lands Branch, Geodetic Fact Sheet 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+17725,Alberta 3-degree TM reference meridian 120 W,conversion,,,,,3540,"Cadastre, survey control and engineering survey in urban areas. For rural areas use UTM.",0,9807,,,"If used for rural area control markers, area of use is amended to west of 118 deg W; however use of UTM encouraged in these areas.","Alberta SRD Lands Branch, Geodetic Fact Sheet 10. http://www.srd.gov.ab.ca/lands",OGP,2008/01/11,,1,1
+17726,Alberta 3-degree TM reference meridian 120 W,conversion,,,,,3540,"Cadastre, survey control and engineering survey in urban areas. For rural areas use UTM.",0,9807,,,"If used for rural area control markers, area of use is amended to west of 118°W; however use of UTM encouraged in these areas.","Alberta SRD Lands Branch, Geodetic Fact Sheet 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/09,,1,0
+17794,MTM Nova Scotia zone 4,conversion,,,,,1534,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,OGP,1999/05/24,1999.042,1,0
+17795,MTM Nova Scotia zone 5,conversion,,,,,1535,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,OGP,1999/05/24,1999.042,1,0
+17801,Japan Plane Rectangular CS zone I,conversion,,,,,1854,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17802,Japan Plane Rectangular CS zone II,conversion,,,,,1855,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17803,Japan Plane Rectangular CS zone III,conversion,,,,,1856,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17804,Japan Plane Rectangular CS zone IV,conversion,,,,,1857,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17805,Japan Plane Rectangular CS zone V,conversion,,,,,1858,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17806,Japan Plane Rectangular CS zone VI,conversion,,,,,1859,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17807,Japan Plane Rectangular CS zone VII,conversion,,,,,1860,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17808,Japan Plane Rectangular CS zone VIII,conversion,,,,,1861,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17809,Japan Plane Rectangular CS zone IX,conversion,,,,,1862,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17810,Japan Plane Rectangular CS zone X,conversion,,,,,1863,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17811,Japan Plane Rectangular CS zone XI,conversion,,,,,1864,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17812,Japan Plane Rectangular CS zone XII,conversion,,,,,1865,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17813,Japan Plane Rectangular CS zone XIII,conversion,,,,,1866,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,1999.970 2002.080,1,0
+17814,Japan Plane Rectangular CS zone XIV,conversion,,,,,1867,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,2002.080,1,0
+17815,Japan Plane Rectangular CS zone XV,conversion,,,,,1868,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,2002.080,1,0
+17816,Japan Plane Rectangular CS zone XVI,conversion,,,,,1869,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,2002.080,1,0
+17817,Japan Plane Rectangular CS zone XVII,conversion,,,,,1870,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,2002.080,1,0
+17818,Japan Plane Rectangular CS zone XVIII,conversion,,,,,1871,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,2002.080,1,0
+17819,Japan Plane Rectangular CS zone XIX,conversion,,,,,1872,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Original transformation by Gauss-Kruger formula.,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif,OGP,2002/06/22,2002.080,1,0
+17901,Mount Eden Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Mount Eden 2000 (code 17931) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17902,Bay of Plenty Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Bay of Plenty 2000 (code 17932) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17903,Poverty Bay Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Poverty Bay 2000 (code 17933) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17904,Hawkes Bay Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Hawkes Bay 2000 (code 17934) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17905,Taranaki Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Taranaki 2000 (code 17935) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17906,Tuhirangi Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Tuhirangi 2000 (code 17936) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17907,Wanganui Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Wanganui 2000 (code 17937) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17908,Wairarapa Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Wairarapa 2000 (code 17938) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17909,Wellington Circuit,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Wellington 2000 (code 17939) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17910,Collingwood Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Collingwood 2000 (code 17940) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17911,Nelson Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Nelson 2000 (code 17941) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17912,Karamea Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Karamea 2000 (code 17942) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17913,Buller Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Buller 2000 (code 17943) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17914,Grey Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Grey 2000 (code 17944) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17915,Amuri Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Amuri 2000 (code 17945) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17916,Marlborough Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Marlborough 2000 (code 17946) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17917,Hokitika Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Hokitika 2000 (code 17947) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17918,Okarito Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Okarito 2000 (code 17948) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17919,Jacksons Bay Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Jacksons Bay 2000 (code 17949) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17920,Mount Pleasant Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Mount Pleasant 2000 (code 17950) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17921,Gawler Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Gawler 2000 (code 17951) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17922,Timaru Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Timaru 2000 (code 17952) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17923,Lindis Peak Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Lindis Peak 2000 (code 17953) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17924,Mount Nicholas Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Mount Nicholas 2000 (code 17954) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17925,Mount York Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Mount York 2000 (code 17955) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17926,Observation Point Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Observation Point 2000 (code 17956) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17927,North Taieri Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by North Taieri 2000 (code 17957) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17928,Bluff Circuit,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaced Imperial measure circuit in 1972. Replaced by Bluff 2000 (code 17958) from March 2000.,Land Information New Zealand OSG Technical Report 8; April 1999.,OGP,2008/04/04,2008.023,1,0
+17931,Mount Eden 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Mount Eden Circuit (code 17901) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17932,Bay of Plenty 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Bay of Plenty Circuit (code 17902) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17933,Poverty Bay 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Poverty Bay Circuit (code 17903) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17934,Hawkes Bay 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Hawkes Bay Circuit (code 17904) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17935,Taranaki 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Taranaki Circuit (code 17905) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17936,Tuhirangi 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Tuhirangi Circuit (code 17906) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17937,Wanganui 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Wanganui Circuit (code 17907) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17938,Wairarapa 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Wairarapa Circuit (code 17908) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17939,Wellington 2000,conversion,,,,,1500,Cadastral surveying.,0,9807,,,Replaces Wellington Circuit (code 17909) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17940,Collingwood 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Collingwood Circuit (code 17910) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17941,Nelson 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Nelson Circuit (code 17911) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17942,Karamea 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Karamea Circuit (code 17912) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17943,Buller 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Buller Circuit (code 17913) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17944,Grey 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Grey Circuit (code 17914) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17945,Amuri 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Amuri Circuit (code 17915) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17946,Marlborough 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Marlborough Circuit (code 17916) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17947,Hokitika 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Hokitika Circuit (code 17917) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17948,Okarito 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Okarito Circuit (code 17918) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17949,Jacksons Bay 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Jacksons Bay Circuit (code 17919) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17950,Mount Pleasant 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Mount Pleasant Circuit (code 17920) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17951,Gawler 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Gawler Circuit (code 17921) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17952,Timaru 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Timaru Circuit (code 17922) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17953,Lindis Peak 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Lindis Peak Circuit (code 17923) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17954,Mount Nicholas 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Mount Nicholas Circuit (code 17924) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17955,Mount York 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Mount York Circuit (code 17925) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17956,Observation Point 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Observation Point Circuit (code 17926) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17957,North Taieri 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces North Taieri Circuit (code 17927) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17958,Bluff 2000,conversion,,,,,1501,Cadastral surveying.,0,9807,,,Replaces Bluff Circuit (code 17928) after 1st March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+17959,Chatham Island Circuit 2000,conversion,,,,,2889,Cadastral surveying.,0,9807,,,Officially discontinued 6 June 2006. Replaced by Chatham Islands Transverse Mercator 2000 (Code 17965).,"Land Information New Zealand, OSG Policy Document 996; November 1999.",OGP,2008/04/04,2008.023,1,0
+17960,Auckland Islands Transverse Mercator 2000,conversion,,,,,3554,Topographic mapping and engineering survey.,0,9807,,,,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,,1,0
+17961,Campbell Island Transverse Mercator 2000,conversion,,,,,3555,Topographic mapping and engineering survey.,0,9807,,,,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,,1,0
+17962,Antipodes Islands Transverse Mercator 2000,conversion,,,,,3556,Topographic mapping and engineering survey.,0,9807,,,,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,,1,0
+17963,Raoul Island Transverse Mercator 2000,conversion,,,,,3557,Topographic mapping and engineering survey.,0,9807,,,,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,,1,0
+17965,Chatham Islands Transverse Mercator 2000,conversion,,,,,2889,Topographic mapping and engineering survey.,0,9807,,,Replaces Chatham Island Circuit 2000 (code 17959).,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,,1,0
+18001,Austria Gauss-Kruger West Zone,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Proj code 18041 with truncated northing. Longitude is referenced to the Ferro meridian. See code 18004 for equivalent projection referenced to the Greenwich meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007/08/28,2007.085,1,0
+18002,Austria Gauss-Kruger Central Zone,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Proj code 18042 with truncated northing. Longitude is referenced to the Ferro meridian. See code 18005 for equivalent projection referenced to the Greenwich meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007/08/28,2007.085,1,0
+18003,Austria Gauss-Kruger East Zone,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Proj code 18043 with truncated northing. Longitude is referenced to the Ferro meridian. See code 18006 for equivalent projection referenced to the Greenwich meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007/08/28,2007.085,1,0
+18004,Austria Gauss-Kruger West,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 18001 for equivalent projection referenced to the Ferro meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007/02/02,,1,0
+18005,Austria Gauss-Kruger Central,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 18002 for equivalent projection referenced to the Ferro meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007/02/02,,1,0
+18006,Austria Gauss-Kruger East,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 18003 for equivalent projection referenced to the Ferro meridian.,Bundesamt für Eich- und Vermessungswesen,OGP,2007/02/02,,1,0
+18007,Austria Gauss-Kruger M28,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Proj code 18044 but with truncated northing.,Bundesamt für Eich- und Vermessungswesen,OGP,2007/08/28,2007.085,1,0
+18008,Austria Gauss-Kruger M31,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Proj code 18045 but with truncated northing.,Bundesamt für Eich- und Vermessungswesen,OGP,2007/08/28,2007.085,1,0
+18009,Austria Gauss-Kruger M34,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Proj code 18046 but with truncated northing.,Bundesamt für Eich- und Vermessungswesen,OGP,2007/08/28,2007.085,1,0
+18011,Nord Algerie (ancienne),conversion,,,,,1728,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Used with Voirol 1875 datum - now replaced.,,OGP,1996/09/12,,1,0
+18012,Sud Algerie (ancienne),conversion,,,,,1729,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Used with Voirol 1875 datum - now replaced.,,OGP,1996/09/12,,1,0
+18021,Nord Algerie,conversion,,,,,1728,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Use with Nord Sahara 1959 datum.,,OGP,1996/09/12,,1,0
+18022,Sud Algerie,conversion,,,,,1729,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Use with Nord Sahara 1959 datum.,,OGP,1996/09/12,,1,0
+18031,Argentina zone 1,conversion,,,,,1608,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,OGP,2002/06/22,1995.300 2002.360,1,0
+18032,Argentina zone 2,conversion,,,,,1609,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,OGP,2002/06/22,1995.300 2002.360,1,0
+18033,Argentina zone 3,conversion,,,,,1610,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,OGP,2002/06/22,1995.300 2002.360,1,0
+18034,Argentina zone 4,conversion,,,,,1611,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,OGP,2002/06/22,1995.300 2002.360,1,0
+18035,Argentina zone 5,conversion,,,,,1612,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,OGP,2002/06/22,1995.300 2002.360,1,0
+18036,Argentina zone 6,conversion,,,,,1613,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,OGP,2002/06/22,1995.300 2002.360,1,0
+18037,Argentina zone 7,conversion,,,,,1614,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula,,OGP,2002/06/22,1995.300 2002.360,1,0
+18041,Austria West Zone,conversion,,,,,1706,Cadastral survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaced by Austria zone M28 (EPSG code 18047) for large and medium scale topographic mapping and engineering survey.,Bundesamt für Eich- und Vermessungswesen,OGP,2003/01/16,1995.300 1996.290 1997.010 1998.480 2002.570 2003.020,1,0
+18042,Austria Central Zone,conversion,,,,,1707,Cadastral survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaced by Austria zone M31 (EPSG code 18048) for large and medium scale topographic mapping and engineering survey.,Bundesamt für Eich- und Vermessungswesen,OGP,2003/01/16,1995.300 1996.290 1997.010 1998.480 2002.570 2003.020,1,0
+18043,Austria East Zone,conversion,,,,,1708,Cadastral survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaced by Austria zone M34 (EPSG code 18049) for large and medium scale topographic mapping and engineering survey.,Bundesamt für Eich- und Vermessungswesen,OGP,2003/01/16,1995.300 1996.290 1997.010 1998.480 2002.570 2003.020,1,0
+18044,Austria M28,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Greenwich equivalent of Austria zone M28 (EPSG code 18047).,OGP,OGP,2002/09/19,2002.570,1,0
+18045,Austria M31,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Greenwich equivalent of Austria zone M31 (EPSG code 18048).,OGP,OGP,2002/09/19,2002.570,1,0
+18046,Austria M34,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Greenwich equivalent of Austria zone M34 (EPSG code 18049).,OGP,OGP,2002/09/19,2002.570,1,0
+18047,Austria zone M28,conversion,,,,,1706,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaces Austria West zone (EPSG code 18041) for large and medium scale topographic mapping and engineering survey but not cadastral survey.,Bundesamt für Eich- und Vermessungswesen,OGP,2003/01/16,2003.020,1,0
+18048,Austria zone M31,conversion,,,,,1707,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaces Austria Central zone (EPSG code 18042) for large and medium scale topographic mapping and engineering survey but not cadastral survey.,Bundesamt für Eich- und Vermessungswesen,OGP,2003/01/16,2003.020,1,0
+18049,Austria zone M34,conversion,,,,,1708,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Longitude is referenced to the Ferro meridian. Replaces Austria East zone (EPSG code 18043) Large and medium scale topographic mapping and engineering survey but not cadastral survey.,Bundesamt für Eich- und Vermessungswesen,OGP,2003/01/16,2003.020,1,0
+18051,Colombia West zone,conversion,,,,,1598,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as ""3 west"". Associated with Bogota datum.",Instituto Geografico Agustin Codazzi (IGAC).,OGP,2007/07/02,1995.300 1996.290 1997.110 2005.060 2007.060,1,0
+18052,Colombia Bogota zone,conversion,,,,,1599,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula. Associated with Bogota datum.,Instituto Geografico Agustin Codazzi (IGAC).,OGP,2007/07/02,1995.300 1996.290 1997.110 2005.060 2007.060,1,0
+18053,Colombia East Central zone,conversion,,,,,1600,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as ""3 east"". Associated with Bogota datum.",Instituto Geografico Agustin Codazzi (IGAC).,OGP,2007/07/02,1995.300 1996.290 1997.110 2005.060 2007.060,1,0
+18054,Colombia East zone,conversion,,,,,1601,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as ""6 east"". Associated with Bogota datum.",Instituto Geografico Agustin Codazzi (IGAC).,OGP,2007/07/02,1995.300 1996.290 1997.110 2005.060 2007.060,1,0
+18055,Colombia MAGNA Far West zone,conversion,,,,,3091,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Zone name sometimes referred to as ""6 west"". Associated with MAGNA-SIRGAS datum.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+18056,Colombia MAGNA West zone,conversion,,,,,3090,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Zone name sometimes referred to as ""3 west"". Associated with MAGNA-SIRGAS datum.","MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+18057,Colombia MAGNA Bogota zone,conversion,,,,,1599,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Associated with MAGNA-SIRGAS datum.,"MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+18058,Colombia MAGNA East Central zone,conversion,,,,,1600,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Zone name sometimes referred to as ""3 east"". Associated with MAGNA-SIRGAS datum.","MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+18059,Colombia MAGNA East zone,conversion,,,,,1601,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Zone name sometimes referred to as ""6 east"". Associated with MAGNA-SIRGAS datum.","MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+18061,Cuba Norte,conversion,,,,,1487,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,OGP,1995/12/02,1995.300 1996.290,1,1
+18062,Cuba Sur,conversion,,,,,1488,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,OGP,1995/12/02,1995.300 1996.290,1,1
+18063,Cuba Norte,conversion,,,,,1487,Large and medium scale topographic mapping and engineering survey.,0,9802,,,,Institut Cubano Di Hidrografia.,OGP,2008/04/11,,1,0
+18064,Cuba Sur,conversion,,,,,1488,Large and medium scale topographic mapping and engineering survey.,0,9802,,,,Institut Cubano Di Hidrografia,OGP,2008/04/11,,1,0
+18071,Egypt Blue Belt,conversion,,,,,1642,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,2002/07/16,2002.490,1,0
+18072,Egypt Red Belt,conversion,,,,,1643,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300,1,0
+18073,Egypt Purple Belt,conversion,,,,,1644,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300,1,0
+18074,Egypt Extended Purple Belt,conversion,,,,,1645,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300,1,0
+18081,Lambert zone I,conversion,,,,,1731,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Nord France (code 18091).,IGN Paris.,OGP,2003/01/16,1995.260 2001.540 2003.020,1,0
+18082,Lambert zone II,conversion,,,,,1734,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Centre France (code 18092).,IGN Paris.,OGP,2003/01/16,1995.260 2001.540 2003.020,1,0
+18083,Lambert zone III,conversion,,,,,1733,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Sud France (code 18093).,IGN Paris.,OGP,2003/01/16,1995.260 2001.540 2003.020,1,0
+18084,Lambert zone IV,conversion,,,,,1327,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Corse (code 18094).,IGN Paris.,OGP,2003/01/16,2001.540 2003.020,1,0
+18085,Lambert-93,conversion,,,,,1326,Large and medium scale topographic mapping and engineering survey.,0,9802,,,,IGN - Paris,OGP,2000/10/19,,1,0
+18086,France EuroLambert,conversion,,,,,1326,Medium scale topographic and statistical mapping.,0,9801,,,This is Lambert zone II (code 18082) parameters converted from grads/Paris to degrees/Greenwich for use with ED50.,IGN Paris via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+18091,Lambert Nord France,conversion,,,,,1731,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone I (code 18081).,IGN Paris.,OGP,2003/01/16,1995.260 2001.540 2003.030,1,0
+18092,Lambert Centre France,conversion,,,,,1734,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone II (code 18082).,IGN Paris.,OGP,2003/01/16,1995.260 2001.540 2003.020,1,0
+18093,Lambert Sud France,conversion,,,,,1733,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone III (code 18083).,IGN Paris.,OGP,2003/01/16,1995.260 2001.540 2003.020,1,0
+18094,Lambert Corse,conversion,,,,,1327,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone IV (code 18084).,IGN Paris.,OGP,2003/01/16,2001.540 2003.020,1,0
+18101,France Conic Conformal zone 1,conversion,,,,,3545,Large scale topographic mapping and engineering survey where near-true scale is required.,0,9802,,,Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zone.,IGN Paris.,OGP,2008/04/04,,1,0
+18102,France Conic Conformal zone 2,conversion,,,,,3546,Large scale topographic mapping and engineering survey where near-true scale is required.,0,9802,,,Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.,IGN Paris.,OGP,2008/04/04,,1,0
+18103,France Conic Conformal zone 3,conversion,,,,,3547,Large scale topographic mapping and engineering survey where near-true scale is required.,0,9802,,,Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.,IGN Paris.,OGP,2008/04/04,,1,0
+18104,France Conic Conformal zone 4,conversion,,,,,3548,Large scale topographic mapping and engineering survey where near-true scale is required.,0,9802,,,Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.,IGN Paris.,OGP,2008/04/04,,1,0
+18105,France Conic Conformal zone 5,conversion,,,,,3549,Large scale topographic mapping and engineering survey where near-true scale is required.,0,9802,,,Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.,IGN Paris.,OGP,2008/04/04,,1,0
+18106,France Conic Conformal zone 6,conversion,,,,,3550,Large scale topographic mapping and engineering survey where near-true scale is required.,0,9802,,,Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.,IGN Paris.,OGP,2008/04/04,,1,0
+18107,France Conic Conformal zone 7,conversion,,,,,3551,Large scale topographic mapping and engineering survey where near-true scale is required.,0,9802,,,Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.,IGN Paris.,OGP,2008/04/04,,1,0
+18108,France Conic Conformal zone 8,conversion,,,,,3552,Large scale topographic mapping and engineering survey where near-true scale is required.,0,9802,,,Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.,IGN Paris.,OGP,2008/04/04,,1,0
+18109,France Conic Conformal zone 9,conversion,,,,,3553,Large scale topographic mapping and engineering survey where near-true scale is required.,0,9802,,,Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zone.,IGN Paris.,OGP,2008/04/04,,1,0
+18110,India zone 0,conversion,,,,,1668,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,OGP,1999/10/20,1995.300 1996.010 1996.020 1996.290 1997.231,1,0
+18111,India zone I,conversion,,,,,1669,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,OGP,1999/10/20,1995.300 1996.020 1996.290 1997.231,1,0
+18112,India zone IIa,conversion,,,,,1670,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,OGP,1999/10/20,1995.280 1996.020 1997.231,1,0
+18113,India zone IIb,conversion,,,,,1671,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,OGP,2000/03/07,1995.280 1996.020 1997.231 2000.094,1,0
+18114,India zone IIIa,conversion,,,,,1672,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,OGP,2000/03/07,1995.280 1996.020 1997.231 2000.094,1,0
+18115,India zone IIIb,conversion,,,,,2292,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,OGP,1999/10/20,1995.280 1996.020 1997.231,1,0
+18116,India zone IVa,conversion,,,,,1673,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,OGP,2000/03/07,1995.280 1996.020 1997.231 2000.094,1,0
+18117,India zone IVb,conversion,,,,,2293,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,US Army Map Service projection tables; 1943.,OGP,1999/10/20,1995.280 1996.020 1997.231,1,0
+18121,Italy zone 1,conversion,,,,,1718,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Boaga formula,,OGP,1995/12/02,,1,0
+18122,Italy zone 2,conversion,,,,,1719,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Boaga formula,,OGP,1995/12/02,,1,0
+18131,Nord Maroc,conversion,,,,,1703,Large and medium scale topographic mapping and engineering survey.,0,9801,,,A projection with the same parameter values used the Lambert Conic Near-Conformal method (EPSG code 9817) prior to 1953.,IGN Paris.,OGP,2002/09/19,1999.203 2002.640,1,0
+18132,Sud Maroc,conversion,,,,,2787,Large and medium scale topographic mapping and engineering survey.,0,9801,,,A projection with the same parameter values used the Lambert Conic Near-Conformal method (EPSG code 9817) prior to 1953.,IGN Paris.,OGP,2002/09/19,1999.203 2002.640,1,0
+18133,Sahara,conversion,,,,,1705,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Created in 1977 to cover Sahara Marocain (ex Spanish Sahara),IGN Paris.,OGP,1996/09/12,,1,1
+18134,Sahara Nord,conversion,,,,,2788,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Created in 1977.,IGN Paris.,OGP,2002/09/19,,1,0
+18135,Sahara Sud,conversion,,,,,2789,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,IGN Paris.,OGP,2002/09/19,,1,0
+18141,New Zealand North Island National Grid,conversion,,,,,1500,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by New Zealand Map Grid (code 19917). Used for topographic mapping.,,OGP,1999/10/20,1995.300 1996.290 1997.231,1,0
+18142,New Zealand South Island National Grid,conversion,,,,,3344,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by New Zealand Map Grid (code 19917). Used for topographic mapping.,,OGP,1999/10/20,1995.300 1996.290 1997.231,1,0
+18151,Nigeria West Belt,conversion,,,,,1715,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300 1996.290,1,0
+18152,Nigeria Mid Belt,conversion,,,,,1714,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300 1996.290,1,0
+18153,Nigeria East Belt,conversion,,,,,1713,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300 1996.290,1,0
+18161,Peru west zone,conversion,,,,,1753,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300 1996.290,1,0
+18162,Peru central zone,conversion,,,,,1752,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300 1996.290,1,0
+18163,Peru east zone,conversion,,,,,1751,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300 1996.290,1,0
+18171,Philippines zone I,conversion,,,,,1698,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,2000/03/07,1995.300 2000.093,1,0
+18172,Philippines zone II,conversion,,,,,1699,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,2000/03/07,1995.300 2000.093,1,0
+18173,Philippines zone III,conversion,,,,,1700,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,2000/03/07,1995.300 2000.093,1,0
+18174,Philippines zone IV,conversion,,,,,1701,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,2000/03/07,1995.300 2000.093,1,0
+18175,Philippines zone V,conversion,,,,,1702,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,2000/03/07,1995.300 2000.093,1,0
+18180,Finland zone 0,conversion,,,,,3092,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2006/03/30,,1,0
+18181,Nord Tunisie,conversion,,,,,1619,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,OGP,1996/09/12,1995.300,1,0
+18182,Sud Tunisie,conversion,,,,,1620,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,OGP,1996/09/12,,1,0
+18183,Finland ETRS-GK19,conversion,,,,,3092,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18184,Finland ETRS-GK20,conversion,,,,,3093,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18185,Finland ETRS-GK21,conversion,,,,,3094,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18186,Finland ETRS-GK22,conversion,,,,,3095,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18187,Finland ETRS-GK23,conversion,,,,,3096,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18188,Finland ETRS-GK24,conversion,,,,,3097,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18189,Finland ETRS-GK25,conversion,,,,,3098,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18190,Finland ETRS-GK26,conversion,,,,,3099,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18191,Finland zone 1,conversion,,,,,1536,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,www.nls.fi/maa/papers/kkj.html,OGP,1997/07/22,,1,0
+18192,Finland zone 2,conversion,,,,,1537,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,www.nls.fi/maa/papers/kkj.html,OGP,1997/07/22,,1,0
+18193,Finland Uniform Coordinate System,conversion,,,,,1095,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Used by Uniform Coordinate System over all country and also by zone 3 of Basic Coordinate System at larger scales.,www.nls.fi/maa/papers/kkj.html,OGP,1997/07/22,,1,0
+18194,Finland zone 4,conversion,,,,,1539,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,www.nls.fi/maa/papers/kkj.html,OGP,1997/07/22,,1,0
+18195,Finland ETRS-GK27,conversion,,,,,3100,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18196,Finland ETRS-GK28,conversion,,,,,3101,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18197,Finland ETRS-GK29,conversion,,,,,3102,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18198,Finland ETRS-GK30,conversion,,,,,3103,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18199,Finland ETRS-GK31,conversion,,,,,3104,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,National Land Survey of Finland.,OGP,2005/04/14,,1,0
+18201,Palestine Grid,conversion,,,,,1356,Large and medium scale topographic mapping and engineering survey.,0,9806,,,Also encountered as a Transverse Mercator projection with scale factor of 1. The difference in conversion caused by the change of formula does not exceed 2m within Israel. Within the State of Israel replaced by the Israeli CS Grid (EPSG code 18203).,,OGP,1999/04/22,,1,0
+18202,Palestine Belt,conversion,,,,,1356,Large and medium scale topographic mapping and engineering survey.,0,9807,,,"Originally constructed as the Palestine Grid - EPSG code 18201. Adopted by the US Army Map Service as ""Palestine Belt"" with change of projection method and false northing (FN). Sometimes seen with unchanged FN of 126867.909.",,OGP,1999/04/22,,1,0
+18203,Israeli CS,conversion,,,,,2603,Large and medium scale topographic mapping and engineering survey.,0,9806,,,,Survey of Israel,OGP,2005/09/29,2002.340 2005.460,1,0
+18204,Israeli TM,conversion,,,,,2603,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Designed to approximate Israeli CRS grid in north-central Israel.,Survey of Israel,OGP,2005/09/29,2002.340 2005.460,1,0
+18205,Finland zone 5,conversion,,,,,3385,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2006/03/30,,1,0
+18211,Guatemala Norte,conversion,,,,,2120,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,OGP,1999/08/16,,1,0
+18212,Guatemala Sur,conversion,,,,,2121,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,,OGP,2000/01/06,1999.950,1,0
+18221,NGO zone I,conversion,,,,,1741,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",OGP,2003/01/16,2003.020,1,0
+18222,NGO zone II,conversion,,,,,1742,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",OGP,2003/01/16,2003.020,1,0
+18223,NGO zone III,conversion,,,,,1743,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",OGP,2003/01/16,2003.020,1,0
+18224,NGO zone IV,conversion,,,,,1744,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",OGP,2003/01/16,2003.020,1,0
+18225,NGO zone V,conversion,,,,,1745,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",OGP,2003/01/16,2003.020,1,0
+18226,NGO zone VI,conversion,,,,,1746,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",OGP,2003/01/16,2003.020,1,0
+18227,NGO zone VII,conversion,,,,,1747,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",OGP,2003/01/16,2003.020,1,0
+18228,NGO zone VIII,conversion,,,,,1748,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9807,,,Longitude is referenced to the Oslo meridian.,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",OGP,2003/01/16,2003.020,1,0
+18231,India zone I (1975 metres),conversion,,,,,1676,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,OGP,2000/04/23,2000.390,1,0
+18232,India zone IIa (1975 metres),conversion,,,,,1677,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,OGP,2000/04/23,2000.390,1,0
+18233,India zone IIIa (1975 metres),conversion,,,,,1672,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,OGP,2000/04/23,2000.390,1,0
+18234,India zone IVa (1975 metres),conversion,,,,,1673,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,OGP,2000/04/23,2000.390,1,0
+18235,India zone IIb (1975 metres),conversion,,,,,1678,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,OGP,2000/04/23,2000.390,1,0
+18236,India zone I (1962 metres),conversion,,,,,1685,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,OGP,1999/10/20,,1,0
+18237,India zone IIa (1962 metres),conversion,,,,,1686,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,OGP,1999/10/20,,1,0
+18238,India zone IIb (1937 metres),conversion,,,,,1041,Large and medium scale topographic mapping and engineering survey.,0,9801,,,BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.,,OGP,2000/04/23,2000.390,1,0
+18240,Libya zone 5,conversion,,,,,1470,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 5 (code 18310).,Brown and Root,OGP,2000/03/07,,1,0
+18241,Libya zone 6,conversion,,,,,1471,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 6 (code 18311).,Brown and Root,OGP,2000/03/07,,1,0
+18242,Libya zone 7,conversion,,,,,1472,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 7 (code 18312).,Brown and Root,OGP,2000/03/07,,1,0
+18243,Libya zone 8,conversion,,,,,1473,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 8 (code 18313).,Brown and Root,OGP,2000/03/07,,1,0
+18244,Libya zone 9,conversion,,,,,1474,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 9 (code 18314).,Brown and Root,OGP,2000/03/07,,1,0
+18245,Libya zone 10,conversion,,,,,1475,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 10 (code 18315).,Brown and Root,OGP,2000/03/07,,1,0
+18246,Libya zone 11,conversion,,,,,1476,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 11 (code 18316).,Brown and Root,OGP,2000/03/07,,1,0
+18247,Libya zone 12,conversion,,,,,1477,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 12 (code 18317).,Brown and Root,OGP,2000/03/07,,1,0
+18248,Libya zone 13,conversion,,,,,1478,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Libya TM zone 13 (code 18318).,Brown and Root,OGP,2000/03/07,,1,0
+18251,Korea East Belt,conversion,,,,,1496,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing,OGP,2000/03/07,,1,0
+18252,Korea Central Belt,conversion,,,,,1497,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing,OGP,2000/03/07,,1,0
+18253,Korea West Belt,conversion,,,,,1498,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing,OGP,2000/03/07,,1,0
+18260,Maracaibo Grid (M1),conversion,,,,,1319,Oil exploration.,0,9801,,,Grid coordinates are (0 0) at Maracaibo Cathedral.,Various oil company sources.,OGP,2000/03/07,,1,0
+18261,Maracaibo Grid,conversion,,,,,1319,Oil exploration.,0,9801,,,Grid coordinates are (200000 200000) at Maracaibo Cathedral.,Various oil company sources.,OGP,2000/03/07,,1,0
+18262,Maracaibo Grid (M3),conversion,,,,,1319,Oil exploration.,0,9801,,,Grid coordinates are (500000 500000) at Maracaibo Cathedral.,Various oil company sources.,OGP,2000/03/07,,1,0
+18263,Maracaibo La Rosa Grid,conversion,,,,,1319,Oil exploration.,0,9801,,,Grid coordinates are (-17044E 29545N) at Maracaibo Cathedral.,Various oil company sources.,OGP,2000/06/23,,1,0
+18275,Balkans zone 5,conversion,,,,,1709,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,OGP,OGP,2001/06/05,,1,0
+18276,Balkans zone 6,conversion,,,,,1710,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,OGP,OGP,2001/06/05,,1,0
+18277,Balkans zone 7,conversion,,,,,1711,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,OGP,OGP,2001/06/05,,1,0
+18278,Balkans zone 8,conversion,,,,,1712,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,OGP,OGP,2001/06/05,,1,0
+18280,Poland zone I,conversion,,,,,1515,"Civilian topographic mapping, cadastral and engineering survey.",0,9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/10/29,,1,0
+18281,Poland zone I,conversion,,,,,1515,"Civilian topographic mapping, cadastral and engineering survey.",0,9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,1
+18282,Poland zone II,conversion,,,,,1516,"Civilian topographic mapping, cadastral and engineering survey.",0,9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+18283,Poland zone III,conversion,,,,,1517,"Civilian topographic mapping, cadastral and engineering survey.",0,9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+18284,Poland zone IV,conversion,,,,,1518,"Civilian topographic mapping, cadastral and engineering survey.",0,9809,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+18285,Poland zone V,conversion,,,,,1519,"Civilian topographic mapping, cadastral and engineering survey.",0,9807,,,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+18286,GUGiK-80,conversion,,,,,1192,"Small scale (1/100,000) topographic mapping of whole country.",0,9809,,,,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodata",OGP,2005/11/02,,1,0
+18300,Poland CS92,conversion,,,,,1192,"Mapping at scales of 1:10,000 and smaller",0,9807,,,See Poland CS2000 zones (codes 18305-08) for cadastral survey and mapping at larger scales.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+18305,Poland CS2000 zone 5,conversion,,,,,1520,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+18306,Poland CS2000 zone 6,conversion,,,,,1521,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+18307,Poland CS2000 zone 7,conversion,,,,,1522,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+18308,Poland CS2000 zone 8,conversion,,,,,1523,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+18310,Libya TM zone 5,conversion,,,,,1470,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 5 (code 18240).,Survey Department of Libya,OGP,2006/08/24,,1,0
+18311,Libya TM zone 6,conversion,,,,,1471,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 6 (code 18241).,Survey Department of Libya,OGP,2006/08/24,,1,0
+18312,Libya TM zone 7,conversion,,,,,1472,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 7 (code 18242).,Survey Department of Libya,OGP,2006/08/24,,1,0
+18313,Libya TM zone 8,conversion,,,,,1473,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 8 (code 18243).,Survey Department of Libya,OGP,2006/08/24,,1,0
+18314,Libya TM zone 9,conversion,,,,,1474,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 9 (code 18244).,Survey Department of Libya,OGP,2006/08/24,,1,0
+18315,Libya TM zone 10,conversion,,,,,1475,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 10 (code 18245).,Survey Department of Libya,OGP,2006/08/24,,1,0
+18316,Libya TM zone 11,conversion,,,,,1476,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 11 (code 18246).,Survey Department of Libya,OGP,2006/08/24,,1,0
+18317,Libya TM zone 12,conversion,,,,,1477,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 12 (code 18247).,Survey Department of Libya,OGP,2006/08/24,,1,0
+18318,Libya TM zone 13,conversion,,,,,1478,Large scale topographic mapping and engineering survey.,0,9807,,,Replaces Libya zone 13 (code 18248).,Survey Department of Libya,OGP,2006/08/24,,1,0
+18319,Libya TM,conversion,,,,,1143,Small scale topographic mapping.,0,9807,,,,Survey Department of Libya,OGP,2006/08/24,,1,0
+18401,Kp2000 Jylland og Fyn,conversion,,,,,2531,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See UTM zone 32N (code 16032) for mapping at 1:10,000 and smaller scales.",Kort og Matrikelstyrelsen,OGP,2001/11/06,,1,0
+18402,Kp2000 Sjaelland,conversion,,,,,2532,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See UTM zone 32N (code 16032) for mapping at 1:10,000 and smaller scales.",Kort og Matrikelstyrelsen,OGP,2001/11/06,,1,0
+18403,Kp2000 Bornholm,conversion,,,,,2533,"Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.",0,9807,,,"See UTM zone 33N (code 16033) for mapping at 1:10,000 and smaller scales.",Kort og Matrikelstyrelsen,OGP,2001/11/06,,1,0
+18411,French West Africa Senegal zone,conversion,,,,,2548,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,OGP,2002/01/18,,1,0
+18412,French West Africa Ivory Coast zone,conversion,,,,,2549,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,OGP,2002/01/18,,1,0
+18413,French West Africa Dahomey zone,conversion,,,,,2550,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,OGP,2002/01/18,,1,0
+18414,French West Africa Niger zone,conversion,,,,,2551,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,OGP,2002/01/18,,1,0
+18415,French Equatorial Africa west zone,conversion,,,,,2552,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,OGP,2002/01/18,,1,0
+18416,French Equatorial Africa central zone,conversion,,,,,2553,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,OGP,2002/01/18,,1,0
+18417,French Equatorial Africa east zone,conversion,,,,,2554,Small scale topographic mapping.,0,9807,,,Replaced in 1950 by UTM.,TotatFinaElf,OGP,2002/01/18,,1,0
+18421,Greenland zone 1 east,conversion,,,,,2556,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18422,Greenland zone 2 east,conversion,,,,,2557,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18423,Greenland zone 3 east,conversion,,,,,2558,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18424,Greenland zone 4 east,conversion,,,,,2559,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18425,Greenland zone 5 east,conversion,,,,,2560,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18426,Greenland zone 6 east,conversion,,,,,2561,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18427,Greenland zone 7 east,conversion,,,,,2562,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18428,Greenland zone 8 east,conversion,,,,,2569,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18432,Greenland zone 2 west,conversion,,,,,2563,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18433,Greenland zone 3 west,conversion,,,,,2564,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18434,Greenland zone 4 west,conversion,,,,,2565,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18435,Greenland zone 5 west,conversion,,,,,2566,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18436,Greenland zone 6 west,conversion,,,,,2567,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18437,Greenland zone 7 west,conversion,,,,,2568,Topographic mapping,0,9826,,,,"Kort og Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+18441,CS63 zone A1,conversion,,,,,2772,Large scale topographic mapping and engineering survey.,0,9807,,,,OGP,OGP,2003/02/05,2003.050,1,0
+18442,CS63 zone A2,conversion,,,,,2773,Large scale topographic mapping and engineering survey.,0,9807,,,,OGP,OGP,2003/02/05,2003.050,1,0
+18443,CS63 zone A3,conversion,,,,,2774,Large scale topographic mapping and engineering survey.,0,9807,,,,OGP,OGP,2002/06/28,,1,0
+18444,CS63 zone A4,conversion,,,,,2775,Large scale topographic mapping and engineering survey.,0,9807,,,,OGP,OGP,2002/06/28,,1,0
+18446,CS63 zone K2,conversion,,,,,2776,Large scale topographic mapping and engineering survey.,0,9807,,,,OGP,OGP,2002/06/28,,1,0
+18447,CS63 zone K3,conversion,,,,,2777,Large scale topographic mapping and engineering survey.,0,9807,,,,OGP,OGP,2002/06/28,,1,0
+18448,CS63 zone K4,conversion,,,,,2778,Large scale topographic mapping and engineering survey.,0,9807,,,,KazGeodezia,OGP,2002/06/28,,1,0
+18450,CS63 zone C0,conversion,,,,,3173,Large scale topographic mapping and engineering survey.,0,9807,,,,Informacines Technologijos Group,OGP,2005/12/21,,1,0
+18451,CS63 zone C1,conversion,,,,,3174,Large scale topographic mapping and engineering survey.,0,9807,,,,Informacines Technologijos Group,OGP,2005/12/21,,1,0
+18452,CS63 zone C2,conversion,,,,,3175,Large scale topographic mapping and engineering survey.,0,9807,,,,Informacines Technologijos Group,OGP,2005/12/21,,1,0
+19844,Ministry of Transport of Quebec Lambert,conversion,,,,,1368,Province-wide data management and mapping of road infrastructures.,0,9802,,,,"Ministère des Transports du Québec, http://www.mtq.gouv.qc.ca",OGP,2008/04/25,,1,0
+19845,Slovene National Grid,conversion,,,,,1212,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced Slovenia Grid soon after Slovenian independence.,"Geodetska uprava Republike Slovenije, http://www.gu.gov.si",OGP,2008/04/11,,1,0
+19846,World Equidistant Cylindrical,conversion,,,,,1262,Graticule coordinates in rectangular Cartesian form.,0,9842,,,Origin at intersection of equator and prime meridian. See projection code 19968 for spherical development.,OGP,OGP,2008/03/14,,1,0
+19847,Popular Visualisation Mercator,conversion,,,,,1262,Web mapping and visualisation.,0,9841,,,Uses spherical development. Compared to ellipsoidal development errors of up to 800 metres may arise.,Microsoft,OGP,2008/03/14,,1,0
+19848,Pitcairn TM 2006,conversion,,,,,3208,"Cadastre, large scale topographic mapping and engineering survey.",0,9807,,,,Pitcairn Island Government,OGP,2008/01/28,,1,0
+19849,Bermuda 2000 National Grid,conversion,,,,,1047,"Cadastre, large scale topographic mapping and engineering survey.",0,9807,,,,Department of Lands Buildings and Surveys,OGP,2007/12/12,,1,0
+19850,EPSG vertical perspective example,conversion,,,,,1263,Ficticious - example only !,0,9838,,,Example only.,EPSG Guidance Note #7-2.,OGP,2007/11/01,,1,0
+19851,Croatia Transverse Mercator,conversion,,,,,1076,"Cadastre, large scale topographic mapping and engineering survey.",0,9807,,,Croatia LCC (code 19852) used for medium and small scale mapping..,State Geodetic Administration of the Republic of Croatia.,OGP,2007/09/29,,1,0
+19852,Croatia Lambert Conformal Conic,conversion,,,,,1076,Medium and small scale mapping.,0,9802,,,"Croatia TM (code 19851) used for cadastre, large scale topographic mapping and engineering survey.",State Geodetic Administration of the Republic of Croatia.,OGP,2007/09/29,,1,0
+19853,Portugual TM06,conversion,,,,,1294,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Applied to ETRS89.,Instituto Geográfico Português (IGP).,OGP,2007/08/15,,1,0
+19854,South Georgia Lambert,conversion,,,,,3529,GIS,0,9802,,,,British Antarctic Survey.,OGP,2007/07/06,,1,0
+19855,Mercator 41,conversion,,,,,3508,Medium and small scale mapping.,0,9804,,,,New Zealand National Institute for Water and Atmospheric Research,OGP,2007/03/22,,1,0
+19856,TM Reunion,conversion,,,,,1196,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaces Gauss Laborde Reunion.,IGN Paris.,OGP,2007/03/13,,1,0
+19857,Northwest Territories Lambert,conversion,,,,,3481,Territory-wide mapping and spatial data warehouseing.,0,9802,,,,"NWT Centre for Geomatics, http://maps.gnwtgeomatics.nt.ca",OGP,2007/02/19,,1,0
+19858,Yukon Albers,conversion,,,,,2417,Territory-wide mapping and spatial data warehouse.,0,9822,,,,"Geomatics Yukon, http://geomaticsyukon.ca",OGP,2007/02/19,,1,0
+19859,Fiji Map Grid,conversion,,,,,1094,"Topographic mapping, engineering and cadastral survey.",0,9807,,,Replaces Viti Levu Grid and Vanua Levu Grid (codes 19878-79).,"Department of Lands and Survey, Fiji.",OGP,2007/02/06,,1,0
+19860,Jamaica Metric Grid 2001,conversion,,,,,3342,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Replaces Jamaica National Grid (proj code 19910).,National Land Agency,OGP,2007/01/19,,1,0
+19861,Laborde Grid,conversion,,,,,1149,Large and medium scale topographic mapping and engineering survey.,0,9813,,,"Longitude is referenced to the Paris meridian. Within a few hundred km of origin, may be approximated by Oblique Mercator method - see proj code 19911.",IGN Technical Note 74.,OGP,2007/01/11,,1,0
+19862,Belgian Lambert 2005,conversion,,,,,1347,Large and medium scale topographic mapping and engineering survey.,0,9802,,,Introduced in 2005.,IGN Brussels www.ngi.be,OGP,2006/12/29,,1,0
+19863,South China Sea Lambert,conversion,,,,,3470,Oil exploration.,0,9802,,,"Originally defined with FN=500000 at true origin. This is at 21° 00' 37.0619""N. But operators assumed that it was at 21°N exactly. Thus by common practice Nf=500000 at 21°N exactly. The potential ambiguity is 1138m.",Mobil Exploration.,OGP,2006/12/08,,1,0
+19864,Singapore Transverse Mercator,conversion,,,,,1210,Cadastre.,0,9807,,,,Singapore Land Authority.,OGP,2006/10/13,,1,0
+19865,US NSIDC Sea Ice polar stereographic north,conversion,,,,,1996,Delivery of DMSP SSM/I microwave imagery products.,0,9829,,,Used in polar research.,US National Snow and Ice Data Center,OGP,2006/12/14,,1,0
+19866,US NSIDC Sea Ice polar stereographic south,conversion,,,,,1997,Delivery of DMSP SSM/I microwave imagery products.,0,9829,,,Used in polar research.,US National Snow and Ice Data Center,OGP,2006/12/14,,1,0
+19867,US NSIDC Equal Area north projection,conversion,,,,,1996,Gridding including EASE-Grid and small scale digital mapping for environmental sciences in north polar region.,0,9821,,,See information source for equations to define Equal-Area Scalable Earth Grid (EASE-Grid) overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006/09/22,,1,0
+19868,US NSIDC Equal Area south projection,conversion,,,,,1997,Gridding including EASE-Grid and small scale digital mapping for environmental sciences in south polar region.,0,9821,,,See information source for equations to define Equal-Area Scalable Earth Grid (EASE-Grid) overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006/09/22,,1,0
+19869,US NSIDC Equal Area global projection,conversion,,,,,3463,Gridding including EASE-Grid and small scale digital mapping for environmental sciences in low- and mid latitudes.,0,9834,,,See information source for equations to define Equal-Area Scalable Earth Grid (EASE-Grid) overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006/12/14,,1,0
+19870,Faroe Lambert,conversion,,,,,3248,"Cadastral survey, topographic mapping.",0,9826,,,,KMS,OGP,2006/08/04,,1,0
+19871,Rectified Skew Orthomorphic Malaya Grid (chains),conversion,,,,,1690,Large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=23505.515 chSe(T), Nc=21992.646 chSe(T).",Defence Geographic Centre,OGP,2006/08/14,2006.730,1,0
+19872,Rectified Skew Orthomorphic Malaya Grid (metres),conversion,,,,,1690,Large and medium scale topographic mapping and engineering survey.,0,9812,,,"Uses metric conversion factor of 0.914398 metres per yard exactly. If using Oblique Mercator method (code 9815), Ec=472854.710m, Nc=442420.693m.",Defence Geographic Centre,OGP,2006/08/14,2006.730,1,0
+19873,Noumea Lambert,conversion,,,,,2823,"Large scale topographic mapping, cadastral and engineering survey.",0,9802,,,Applications unable to define parameter values in decimal seconds should use the Noumea Lambert 2 projection which gives the same conversion results.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.ditttt.gouv.nc",OGP,2006/07/21,,1,0
+19874,Noumea Lambert 2,conversion,,,,,2823,"Large scale topographic mapping, cadastral and engineering survey.",0,9802,,,Variant of Noumea Lambert (proj code 19873) defined for applications unable to define parameter values in decimal seconds. Gives same conversion results.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.ditttt.gouv.nc",OGP,2006/07/21,,1,0
+19875,Ontario MNR Lambert,conversion,,,,,1367,Province-wide mapping.,0,9802,,,One of a number of similar projections used by Ontario MNR.,Ontario Ministry of Natural Resources via Conservation Ontario.,OGP,2008/03/14,2007.075,1,0
+19876,ST74,conversion,,,,,3408,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,,"Lantmateriat, www.lantmateriat.se, SWEPOS pages.",OGP,2006/07/20,,1,0
+19877,Faroe Lambert fk89,conversion,,,,,3248,Cadastral survey.,0,9826,,,,KMS,OGP,2006/08/04,,1,0
+19878,Vanua Levu Grid,conversion,,,,,3401,"Topographic mapping, engineering and cadastral survey.",0,9833,,,Original definition is in chains (1 chain = 100 links).,"Department of Lands and Survey, Fiji.",OGP,2006/07/19,,1,0
+19879,Viti Levu Grid,conversion,,,,,3195,"Topographic mapping, engineering and cadastral survey.",0,9806,,,Original definition is in chains (1 chain = 100 links).,"Department of Lands and Survey, Fiji.",OGP,2006/07/19,,1,0
+19880,Fiji Map Grid,conversion,,,,,1094,"Topographic mapping, engineering and cadastral survey.",0,9807,,,Supersedes Viti Levu Grid and Vanua Levu Grid (codes 19878-79).,"Department of Lands and Survey, Fiji.",OGP,2006/07/19,,1,1
+19881,Alberta 10-degree TM (Forest),conversion,,,,,2376,Province-wide mapping.,0,9807,,,,"Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006/06/17,,1,0
+19882,Alberta 10-degree TM (Resource),conversion,,,,,2376,Small scale province-wide mapping.,0,9807,,,Has negative easting coordinates in western Alberta. For an alternative with positive coordinates see Alberta 10-degree TM (Forest) (code 19881).,"Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006/06/17,,1,0
+19883,World Mercator,conversion,,,,,3391,Very small scale mapping.,0,9804,,,,OGP,OGP,2006/06/02,,1,0
+19884,Caspian Sea Mercator,conversion,,,,,1291,Nautical charts and navigation,0,9805,,,,Main Department of Navigation & Oceanography of the USSR Ministry of Defence.,OGP,2006/05/08,,1,0
+19885,Kelantan Grid,conversion,,,,,3384,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station P243 at B. Polis Melor, Kota Bahuru. Offset from old grid origin: 13227.851m east, 8739.894m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+19886,Perak Grid,conversion,,,,,3383,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station TG26 at Gunung Larut Hiijau, Taiping. Offset from old grid origin is -1.769m east, 0.994m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+19887,Kedah and Perlis Grid,conversion,,,,,3382,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station TG35 at Gunung Perak, Kuala Muda.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+19888,Pinang Grid,conversion,,,,,3381,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station P314 at TLDM Georgetown. Offset from old grid origin is -23.414m east, 62.2832m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+19889,Terengganu Grid,conversion,,,,,3380,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station P253 at Kg. Matang, Hulu Terenganu. Offset from old grid origin: 19594.245m east, 3371.895m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+19890,Selangor Grid,conversion,,,,,3379,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station 251D at Felda Soeharto, K. Kuba Baharu. Offset from old grid origin is -13076.704m east, 503.095m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+19891,Pahang Grid,conversion,,,,,3378,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station GP31 at Sek. Ren. Keb. Kuala Mai, Jerantut. Offset from old grid origin is -7368.228m east, 6485.858m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+19892,Sembilan and Melaka Grid,conversion,,,,,3377,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station GP10 at K. Perindustrian Senawang, Seremban. Offset from old grid origin: 3915.790m east, -3292.026m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+19893,Johor Grid,conversion,,,,,3376,Large and medium scale topographic mapping and engineering survey.,0,9806,,,"Origin is station GP58 at Institut Haiwan, Kluang. Offset from old grid origin is -14810.562m east, 8758.320m north.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+19894,East Malaysia BRSO,conversion,,,,,1851,Large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=590521.147 m, Nc=442890.861 m.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+19895,Peninsular RSO,conversion,,,,,1690,Large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=472830.426 m, Nc=442454.099 m.",GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+19896,Hong Kong 1963 Grid,conversion,,,,,1118,"Large scale topographic mapping, cadastral and engineering survey.",0,9806,,,Replaced by HK1980 Grid.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2006/02/06,,1,0
+19897,Statistics Canada Lambert,conversion,,,,,1061,Small scale mapping and analysis.,0,9802,,,,Statistics Canada.,OGP,2005/12/21,,1,0
+19898,Pacific Disaster Center Mercator,conversion,,,,,3172,Small scale mapping and analysis.,0,9804,,,,"Pacific Disaster Center, Kihei, Hawaii, USA.",OGP,2005/12/21,,1,0
+19899,Mauritius Grid,conversion,,,,,3209,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,"Cartographic Saection, Ministry of Housing and Lands.",OGP,2005/11/28,,1,0
+19900,Bahrain State Grid,conversion,,,,,1040,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300,1,0
+19901,Belge Lambert 50,conversion,,,,,1347,Large and medium scale topographic mapping and engineering survey.,0,9802,,,"Longitude is referenced to the Brussels meridian. If software cannot handle latitude of false origin of 90°N, use latitude of false origin = 50°30'00.0""N with northing at false origin = 131983.890 m.","""Systemes de reference et formules de transformation en usage en Belgique""; IGN Brussels",OGP,2008/06/24,1995.300 1996.290 1999.280 2003.020 2008.045,1,0
+19902,Belge Lambert 72,conversion,,,,,1347,Large and medium scale topographic mapping and engineering survey.,0,9803,,,"Rotation from Belge Lambert 50 to Belge Lambert 72 is +29.2985sec. An equivalent using the conventional Lambert Conic Conformal (2SP) method (Belgian Lambert 72, code 19961) was introduced in 2000.","""Systemes de reference et formules de transformation en usage en Belgique""; IGN Brussels",OGP,1999/04/22,1995.300 1996.290 1999.280,1,0
+19903,Nord de Guerre,conversion,,,,,1369,Obsolete.,0,9801,,,Longitude is referenced to the Paris meridian.,,OGP,2003/01/16,2003.020,1,0
+19904,Ghana Metre Grid,conversion,,,,,1104,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaces Ghana National Grid (code 19959) from 1978. British foot (Sears 1922) used to convert projection defining parameters.,Ordnance Survey International,OGP,1995/12/02,1995.300 1996.290,1,0
+19905,Netherlands East Indies Equatorial Zone,conversion,,,,,1122,Large and medium scale topographic mapping and engineering survey.,0,9804,,,,US Army Map Service projection tables; 1943.,OGP,1995/12/02,1995.300,1,0
+19906,Iraq zone,conversion,,,,,2294,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,US Army Map Service projection tables; 1943.,OGP,1996/04/12,1995.300 1996.290,1,0
+19907,Iraq National Grid,conversion,,,,,1124,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300 1996.290,1,0
+19908,Irish National Grid,conversion,,,,,1305,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300 1996.290,1,1
+19909,Jamaica (Old Grid),conversion,,,,,3342,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Replaced by Jamaica National Grid (proj code 19910).,"Survey Department, Government of Jamaica, 1983.",OGP,2007/01/19,1995.280 2004.510 2007.001,1,0
+19910,Jamaica National Grid,conversion,,,,,3342,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Replaces Jamaica (Old Grid) (proj code 19909). Replaced by Jamaica Metric Grid 2001 (proj code 19860).,"Survey Department, Government of Jamaica, 1983.",OGP,2007/01/19,1995.280 2004.510 2007.001,1,0
+19911,Laborde Grid approximation,conversion,,,,,1149,Medium scale topographic mapping.,0,9815,,,"Longitude is referenced to the Paris meridian. The conversion method is a good approximation (better than 5cm) to original formula (see proj code 19861) within a few hundred km of origin, but farther away the approximation may be no better than 1m.",OGP,OGP,2007/01/11,1997.613 2003.020 2006.960,1,0
+19913,RD Old,conversion,,,,,1275,Large and medium scale topographic mapping and engineering survey.,0,9809,,,,Nederlandse Commissie voor Geodesie publication 30.,OGP,1995/12/02,1995.300 1996.290,1,0
+19914,RD New,conversion,,,,,1275,Large and medium scale topographic mapping and engineering survey.,0,9809,,,,Nederlandse Commissie voor Geodesie publication 30.,OGP,1995/12/02,1995.300 1996.290,1,0
+19915,Aden Zone,conversion,,,,,1257,Large and medium scale topographic mapping and engineering survey.,0,9801,,,,US Army Map Service projection tables; 1943.,OGP,1995/12/02,1995.280,1,0
+19916,British National Grid,conversion,,,,,1264,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Ordnance Survey of Great Britain. http://www.gps.gov.uk/additionalInfo/images/A_guide_to_coord.pdf,OGP,2003/01/08,1995.300 2003.010,1,0
+19917,New Zealand Map Grid,conversion,,,,,3285,Large and medium scale topographic mapping and engineering survey.,0,9811,,,Replaces North and South Island National Grids (codes 18141-2). Used for topographic mapping.,Dept. of Lands and Surveys Technical Circular 1973/32; 23 Nov 1973.,OGP,1995/12/02,1995.280,1,0
+19919,Qatar National Grid,conversion,,,,,1195,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1995/12/02,1995.300 1996.290,1,0
+19920,Singapore Grid,conversion,,,,,1210,Large and medium scale topographic mapping and engineering survey.,0,9806,,,,,OGP,1995/12/02,1995.300 1996.290,1,0
+19921,Spain,conversion,,,,,1217,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Replaced by UTM. Longitude is referenced to the Madrid meridian.,,OGP,2003/01/16,1995.280 2003.020,1,0
+19922,Swiss New Grid,conversion,,,,,1286,Large and medium scale topographic mapping and engineering survey.,0,9815,,,,"""Die Projektionen der schweizerischen Plan- und Kartenwerke""; J. Bolliger 1967",OGP,1997/11/13,1995.300 1996.290 1997.270 1997.612 1997.620,1,0
+19923,Swiss Old Grid,conversion,,,,,1286,Large and medium scale topographic mapping and engineering survey.,0,9815,,,Replaced by LV03 (19922). Longitude is referenced to the Bern meridian.,"""Die Projektionen der schweizerischen Plan- und Kartenwerke""; J. Bolliger 1967",OGP,2003/01/16,1995.300 1996.290 1997.612 1997.620 2003.020,1,0
+19924,Tobago Grid,conversion,,,,,1322,Large and medium scale topographic mapping and engineering survey.,0,9806,,,,,OGP,1999/10/20,1995.300 1996.290 1997.231,1,0
+19925,Trinidad Grid,conversion,,,,,1339,Large and medium scale topographic mapping and engineering survey.,0,9806,,,,,OGP,1999/10/20,1995.300 1996.290 1997.231,1,0
+19926,Stereo 70,conversion,,,,,1197,Large and medium scale topographic mapping and engineering survey.,0,9809,,,Replaces Stereo 33 (code 19927).,,OGP,1996/04/12,,1,0
+19927,Stereo 33,conversion,,,,,1197,Large and medium scale topographic mapping and engineering survey.,0,9809,,,Replaced by Stereo 70 (code 19926),,OGP,1996/04/12,1996.290,1,0
+19928,Kuwait TM,conversion,,,,,1310,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,1996/04/12,,1,1
+19929,Sweden zone 2.5 gon V,conversion,,,,,2847,"(i) Medium and small scale mapping and spatial data management. (ii) Large scale (1:10,000 and greater) topographic mapping, cadastral and engineering survey.",0,9807,,,"At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.",Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,1996.290 1997.390 2002.481 2005.220,1,0
+19930,Greek Grid,conversion,,,,,1106,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Created for use with GGRS87.,Geodesy Department; Public Petroleum Corporation of Greece.,OGP,1997/06/16,,1,0
+19931,Egyseges Orszagos Vetuleti,conversion,,,,,1119,Large and medium scale topographic mapping and engineering survey.,0,9815,,,EOV = Uniform National Projection,http://lazarus.elte.hu/gb/geodez/geod2.htm,OGP,1997/07/22,,1,0
+19933,Prince Edward Island Stereographic (ATS77),conversion,,,,,1533,Large and medium scale topographic mapping and engineering survey.,0,9809,,,In use from 1979. To be phased out in late 1990's.,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,OGP,1997/11/13,,1,0
+19934,Lithuania 1994,conversion,,,,,1145,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,HNIT-BALTIC GeoInfoServisas,OGP,1998/03/12,,1,0
+19935,Rectified Skew Orthomorphic Malaya Grid,conversion,,,,,1690,Large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=23505.515 chSe, Nc=21992.646 chSe.",UK Directorate of Overseas Surveys paper,OGP,1999/10/20,1997.231,1,1
+19936,Portuguese National Grid,conversion,,,,,1294,Large and medium scale topographic mapping and engineering survey for military purposes.,0,9807,,,Original transformation by Gauss-Kruger formula. Longitude is referenced to the Lisbon meridian.,Instituto Portugues de Cartografia e Cadastro,OGP,2003/01/16,1995.300 1996.290 1998.420 2003.020,1,0
+19937,Tunisia Mining Grid,conversion,,,,,1618,Minerals licencing,0,9816,,,Origin: Djebel Kebar. Longitude is referenced to the Paris meridian.,Mining decree of 1st January 1953,OGP,2003/01/16,2003.020,1,0
+19938,Estonian National Grid,conversion,,,,,1090,Large and medium scale topographic mapping and engineering survey.,0,9802,,,Coordinates at the projection origin match those of TM Baltic 93.,Geographic Institute; http://www.geo.ut.ee/,OGP,2005/09/29,1999.280 2005.460,1,0
+19939,TM Baltic 93,conversion,,,,,1646,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Geographic Institute; http://www.geo.ut.ee/,OGP,2005/09/29,2005.460,1,0
+19940,Levant Zone,conversion,,,,,1623,Large and medium scale topographic mapping and engineering survey.,0,9817,,,Replaced by projection using full Lambert formula (EPSG code 19948) from 1973.,US Army Map Service projection tables; 1943.,OGP,1999/04/22,,1,0
+19941,Brazil Polyconic,conversion,,,,,1053,Small scale mapping,0,9818,,,,PetroBras,OGP,1999/10/20,1999.550,1,0
+19942,British West Indies Grid,conversion,,,,,2295,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,"UK Royal Engineers projection tables P10/25, 1943.",OGP,1999/04/22,,1,0
+19943,Barbados National Grid,conversion,,,,,1042,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced British West Indies Grid (19942) after 1983.,Ordnance Survey of Great Britain,OGP,1999/04/22,,1,0
+19944,Quebec Lambert Projection,conversion,,,,,1368,Medium and small scale mapping,0,9802,,,,Service de la Cartographie; Ministère des Ressources Naturelles; Quebec,OGP,1999/10/22,,1,0
+19945,New Brunswick Stereographic (ATS77),conversion,,,,,1447,Large and medium scale topographic mapping and engineering survey.,0,9809,,,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,OGP,1999/10/20,1999.610,1,0
+19946,New Brunswick Stereographic (NAD83),conversion,,,,,1447,Large and medium scale topographic mapping and engineering survey.,0,9809,,,In use from 1999.,New Brunswick Geographic Information Corporation land and water information standards manual.,OGP,1999/10/20,,1,0
+19947,Austria Lambert,conversion,,,,,1037,Medium and small scale mapping,0,9802,,,,Bundesamt für Eich- und Vermessungswesen,OGP,2000/01/07,1999.940,1,0
+19948,Syria Lambert,conversion,,,,,1623,Large and medium scale topographic mapping and engineering survey.,0,9801,,,Replaced Levant zone using same parameters but truncated near-conformal method (code 19940) from 1973.,IGN Paris,OGP,1999/10/20,,1,0
+19949,Levant Stereographic,conversion,,,,,1623,Large and medium scale topographic mapping and engineering survey.,0,9809,,,Used prior to World War II for cadastral and large scale topographic mapping.,IGN Paris,OGP,1999/10/20,,1,0
+19950,Landesvermessung 1995,conversion,,,,,1286,Large and medium scale topographic mapping and engineering survey.,0,9815,,,,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,OGP,1999/10/20,,1,0
+19951,Nakhl e Taqi Oblique Mercator,conversion,,,,,1338,Large and medium scale topographic mapping and engineering survey.,0,9815,,,Used only for terminal site.,Total-Fina,OGP,1999/10/20,,1,0
+19952,Krovak,conversion,,,,,1306,Large and medium scale topographic mapping and engineering survey.,0,9819,,,Longitude is referenced to the Ferro meridian.,Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,OGP,2003/01/16,2003.020,1,0
+19953,Qatar Grid,conversion,,,,,1346,Large and medium scale topographic mapping and engineering survey.,0,9806,,,,Maersk Oil and Gas,OGP,2000/03/07,,1,0
+19954,Suriname Old TM,conversion,,,,,1222,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Introduced in 1975. Replaced by Suriname TM in 1979.,Shell International,OGP,2000/06/10,,1,0
+19955,Suriname TM,conversion,,,,,1222,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced Suriname Old TM in 1979 (scale factor changed).,Shell International,OGP,2000/06/10,,1,0
+19956,Rectified Skew Orthomorphic Borneo Grid (chains),conversion,,,,,1362,Large and medium scale topographic mapping and engineering survey.,0,9815,,,See 19957 and 19958 for feet and metres versions. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 chSe. Being replaced by metric version (code 19958).,Directorate of Colonial Surveys projection tables 1954 revision.,OGP,2006/08/14,2002.470 2006.730,1,0
+19957,Rectified Skew Orthomorphic Borneo Grid (feet),conversion,,,,,1851,Large and medium scale topographic mapping and engineering survey.,0,9815,,,See 19956 and 19958 for chains and metres versions. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 ftSe. Being replaced by metric version (code 19958).,EPSG unit conversion of Directorate of Colonial Surveys projection tables 1954 revision.,OGP,2006/08/14,2002.470 2006.730,1,0
+19958,Rectified Skew Orthomorphic Borneo Grid (metres),conversion,,,,,1362,Large and medium scale topographic mapping and engineering survey.,0,9815,,,See 19956 and 19957 for chains and feet versions. Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 m.,EPSG unit conversion of Directorate of Colonial Surveys projection tables 1954 revision.,OGP,2006/08/14,2006.730,1,0
+19959,Ghana National Grid,conversion,,,,,1104,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Ghana metric grid (code 19904).,Ordnance Survey International,OGP,2000/10/19,,1,0
+19960,Prince Edward Isl. Stereographic (NAD83),conversion,,,,,1533,Large and medium scale topographic mapping and engineering survey.,0,9809,,,False Easting and False Northing changed from values used with ATS77 (which were FE=700000m; FN=400000m) to these new values when used with NAD83 (CSRS). New values are FE=400000m; FN=800000m; adopted in 2000.,PEI Department of Transportation & Public Works; Mr. Serge Bernard,OGP,2000/10/19,,1,0
+19961,Belgian Lambert 72,conversion,,,,,1347,Large and medium scale topographic mapping and engineering survey.,0,9802,,,"Introduced in 2000. Equivalent to Belge Lambert 72 (code 19902). ¶If software cannot handle latitude of false origin of 90°N, use latitude of false origin = 50°47'57.704""N with northing at false origin = 165 372.956 m.",IGN Brussels www.ngi.be and EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2008/06/24,2005.460 2008.045,1,0
+19962,Irish Transverse Mercator,conversion,,,,,1305,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Ordnance Survey of Ireland,OGP,2000/10/19,,1,0
+19963,Sierra Leone New Colony Grid,conversion,,,,,1342,Topographic mapping and engineering survey.,0,9807,,,Replaces the Sierra Leone Colony Grid. New grid is 422.3 ft west and 112.1 ft south of old grid.,Ordnance Survey International,OGP,2001/06/05,,1,0
+19964,New War Office Sierra Leone Grid,conversion,,,,,1342,Topographic mapping and engineering survey.,0,9807,,,Replaces the War Office Sierra Leone Grid. New grid is 422.3 ft west and 112.1 ft south of old grid.,Ordnance Survey International,OGP,2001/06/05,,1,0
+19965,US National Atlas Equal Area,conversion,,,,,1245,Statistical mapping,0,9821,,,,"United States Geological Survey, Western Geographic Science Center.",OGP,2001/06/05,,1,0
+19966,Luxembourg Gauss,conversion,,,,,1146,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+19967,Slovenia Grid,conversion,,,,,1212,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaced by Slovene National Grid (code 19845) soon after Slovenian independence.,Geodetska uprava Republike Slovenije via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2008/04/11,2008.019,1,0
+19968,World Equidistant Cylindrical (Sphere),conversion,,,,,1262,Graticule coordinates in rectangular Cartesian form.,0,9823,,,Origin at intersection of equator and prime meridian.,OGP,OGP,2008/03/14,2008.003,1,0
+19969,Portuguese Grid,conversion,,,,,1294,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Original transformation by Gauss-Kruger formula. Longitude is referenced to the Lisbon meridian.,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2003/01/16,2003.020,1,0
+19971,New Zealand Transverse Mercator 2000,conversion,,,,,3285,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+19972,Irish Grid,conversion,,,,,1305,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Defined as part of the 1965 and 1975 mapping adustments in which the scale factor was introduced as a best fit to retain existing grid coordinates.,Ordnance Survey of Ireland.,OGP,2001/11/06,,1,0
+19973,Irish National Grid,conversion,,,,,2530,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Used only with the 1952 geodetic adjustment. Replaced by the 1975 Mapping Adjustment: see code 19972.,Ordnance Survey of Northern Ireland.,OGP,2001/11/06,,1,0
+19974,Modified Portuguese Grid,conversion,,,,,1294,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Applied to Datum 73. Grid position at origin is coincident with the unmodified grid applied to Lisbon datum.,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/11/06,,1,0
+19975,Trinidad Grid (Clarke's feet),conversion,,,,,1339,Oil industry exploration and production.,0,9806,,,"Foot version of EPSG code 19925. Not an official system, but used by some US-based organisations including Amoco Trinidad.",BP,OGP,2002/02/12,,1,0
+19976,ICN Regional,conversion,,,,,1251,Small scale topographic and geological mapping.,0,9802,,,,Institute Cartografica Nacional,OGP,2002/02/12,,1,0
+19977,Aramco Lambert,conversion,,,,,1206,Oil industry exploration and production.,0,9802,,,Used by Saudi Aramco when area of interest crosses UTM zone boundary. Adopted by partners for Core Venture 1 (South Ghawar) area.,Saudi Aramco,OGP,2002/02/12,,1,0
+19978,Hong Kong 1980 Grid,conversion,,,,,1118,"Large scale topographic mapping, cadastral and engineering survey.",0,9807,,,"Grid origin is Partiridge Hill triangulation station (old trig ""2"").","Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2002/06/22,,1,0
+19979,Portugal Bonne,conversion,,,,,1294,"1:50,000 topographic mapping.",0,9828,,,Longitude is referenced to the Lisbon meridian.,"Instituto Portugues de Cartografia e Cadastro, http://www.ipcc.pt/portuguese/produtos/cartografia/50m.html",OGP,2003/01/16,2003.020,1,0
+19981,Lambert New Caledonia,conversion,,,,,3430,Large and medium scale topographic mapping and engineering survey.,0,9802,,,,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.ditttt.gouv.nc",OGP,2006/07/25,2006.620,1,0
+19982,TM Reunion,conversion,,,,,1196,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Supersedes Gauss Laborde Reunion.,IGN Paris.,OGP,2002/11/29,,1,1
+19983,Terre Adelie Polar Stereographic,conversion,,,,,2818,Topographic mapping.,0,9830,,,,IGN Paris.,OGP,2003/09/22,2003.220,1,0
+19984,British Columbia Albers,conversion,,,,,2832,Single projection for whole province for spatial data storage and use.,0,9822,,,,Government of British Columbia Ministry of Sustainable Resource Management. http://srmwww.gov.bc.ca/gis/bceprojection.html,OGP,2003/05/05,,1,0
+19985,Europe Conformal 2001,conversion,,,,,2881,"Single projection for all Europe. Used for conformal mapping at scales of 1:500,000 and smaller.",0,9802,,,"UTM used for applications at scales larger than 1:500,000. ETRS-LAEA (code 19986) used for statistical mapping.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2005/09/29,2005.460,1,0
+19986,Europe Equal Area 2001,conversion,,,,,2881,Single projection for all Europe. Used for statistical mapping at all scales and other purposes where true area representation is required.,0,9820,,,ETRS-LCC (code 19985) used for conformal mapping.,"European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2005/09/29,2005.460,1,0
+19987,Iceland Lambert 1900,conversion,,,,,1120,Single projection for all country. Used for small scale applications.,0,9826,,,Used only with Reykjavik geogCRS. Longitude of origin originally defined as 31°30' west of Copenhagen.,Landmaelingar Islands (National Land Survey of Iceland).,OGP,2008/06/24,2008.045,1,0
+19988,Iceland Lambert 1955,conversion,,,,,1120,Single projection for all country. Used for small scale applications.,0,9826,,,Used only with Hjorsey geogCRS.,Landmaelingar Islands (National Land Survey of Iceland).,OGP,2003/06/27,,1,0
+19989,Iceland Lambert 1993,conversion,,,,,1120,Single projection for all country.,0,9802,,,Used only with ISN93 geogCRS.,Landmaelingar Islands (National Land Survey of Iceland).. http://www.lmi.is,OGP,2003/06/27,,1,0
+19990,Latvian Transverse Mercator,conversion,,,,,1139,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu,OGP,2003/06/27,,1,0
+19991,Jan Mayen Grid,conversion,,,,,2869,Topographic mapping,0,9807,,,,Statens kartverk.,OGP,2003/06/27,,1,0
+19992,Antarctic Polar Stereographic,conversion,,,,,1031,"1: Antarctic Digital Database and small scale (<1:1,000,000) studies and topographic mapping. ¶2: Medium scale studies and topographic mapping south of 80°S.",0,9829,,,Special studies may use a different projection using an alternative longitude of origin. See for example projection code 19993.,Scientific Committee for Antarctic Reasearch (SCAR) Antarctic Digital Database (ADD) manual. http://www.antarctica.ac.uk/,OGP,2008/06/24,2005.460 2008.045,1,0
+19993,Australian Antarctic Polar Stereographic,conversion,,,,,1278,"1: Small scale (<1:1,000,000) studies and topographic mapping. ¶2: Medium scale mapping south of 80°S.",0,9829,,,,Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/,OGP,2008/06/24,2005.460 2008.045,1,0
+19994,Australian Antarctic Lambert,conversion,,,,,2880,"Medium scale (1:250,000 - 1:1,000,000) studies and topographic mapping.",0,9802,,,,Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/,OGP,2005/09/29,2005.460,1,0
+19995,Jordan Transverse Mercator,conversion,,,,,1130,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Information has not been confirmed by National Mapping Agency.,Various industry sources,OGP,2004/01/29,,1,0
+19996,Soldner Berlin,conversion,,,,,2898,"Large scale topographic and statistical mapping, cadastral and engineering survey.",0,9806,,,Origin is trigonometrical station Müggelberg. Effective under city ordnance dated 5th November 1991.,Berlin state statistical office.,OGP,2004/04/22,,1,0
+19997,Kuwait Transverse Mercator,conversion,,,,,1310,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,,OGP,2004/07/19,,1,0
+19998,Guernsey Grid,conversion,,,,,2989,Large and medium scale topographic mapping and engineering survey.,0,9807,,,,"States of Guernsey and Digimap Ltd, Guernsey.",OGP,2004/11/26,,1,0
+19999,Jersey Transverse Mercator,conversion,,,,,2988,Large and medium scale topographic mapping and engineering survey.,0,9807,,,Effective from 1st January 2005.,Jersey Planning & Environment Department.,OGP,2004/11/26,,1,0
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_method.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_method.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_method.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,3004 +1,129 @@
coord_op_method_code,coord_op_method_name,reverse_op,formula,example,remarks,information_source,data_source,revision_date,change_id,deprecated
-9601,Longitude rotation,1,Target_longitude = Source_longitude + longitude_offset.,(none),This transformation allows calculation of the longitude of a point in the target system by adding the parameter value to the longitude value of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,1999-11-12,99.79,0
-9602,Geographic/geocentric conversions,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-Latitude, P, and Longitude, L, in terms of Geographic Coordinate Reference System A may
-be expressed in terms of a geocentric (earth centred) Cartesian coordinate reference system X, Y, Z
-with the Z axis corresponding with the Polar axis positive northwards, the X axis through
-the intersection of the Greenwich meridian and equator, and the Y axis through the
-intersection of the equator with longitude 90 degrees E. If the prime meridian for geogCRS A is not
-Greewich, longitudes must first be transformed to their Greenwich equivalent. If the earth's
-spheroidal semi major axis is a, semi minor axis b, and inverse flattening 1/f, then
-
- XA= (nu + hA) cos P cos L
- YA= (nu + hA) cos P sin L
- ZA= ((1 - e^2) nu + hA) sin P
-
-where nu is the prime vertical radius of curvature at latitude P and is equal to
- nu = a /(1 - e^2*sin^2(P))^0.5,
- P and L are respectively the latitude and longitude (related to Greenwich) of the point
- h is height above the ellipsoid, (topographic height plus geoidal height), and
- e is the eccentricity of the ellipsoid where e^2 = (a^2 -b^2)/a^2 = 2f -f^2
-
-Cartesian coordinates in geocentric coordinate reference system B may be used to derive geographical coordinates in terms of geographic coordinate reference system B by:
- P = arctan (ZB + e^2* nu*sin P) / (XB^2 + YB^2)^0.5 by iteration
- L = arctan YB/XB
- hB = XB sec L sec P - nu
-
-where LB is relative to Greenwich. If the geographic system has a non Greenwich prime
-meridian, the Greenwich value of the local prime meridian should be applied to longitude.
-
-(Note that h is the height above the ellipsoid. This is the height value which is
-delivered by Transit and GPS satellite observations but is not the topographic
-height value which is normally used for national mapping and levelling operations.
-The topographic height is usually the height above mean sea level or an alternative
-level reference for the country. If one starts with a topographic height, it will be
-necessary to convert it to an ellipsoid height before using the above transformation
-formulas. h = N + H, where N is the geoid height above the ellipsoid at the point
-and is sometimes negative, and H is the height of the point above the geoid. The
-height above the geoid is often taken to be that above mean sea level, perhaps with
-a constant correction applied. Geoid heights of points above the nationally used
-ellipsoid may not be readily available. For the WGS84 ellipsoid the value of N,
-representing the height of the geoid relative to the ellipsoid, can vary between
-values of -100m in the Sri Lanka area to +60m in the North Atlantic.)","Consider a North Sea point with coordinates derived by GPS satellite in the WGS 84 geographical coordinate system with coordinates of:
-
- latitude 53 deg 48 min 33.82 sec N,
- longitude 02 deg 07 min 46.38 sec E,
- and ellipsoidal height 73.0m,
-
-whose coordinates are required in terms of the ED50 geographical coordinate system which takes the International 1924 ellipsoid. The three parameter datum shift from WGS 84 to ED50 for this North Sea area is given as dX = +84.87m, dY = +96.49m, dZ = +116.95m.
-
-The WGS 84 geographical coordinates convert to the following geocentric values using the above formulas for X, Y, Z:
-
- XA = 3771 793.97m
- YA = 140 253.34m
- ZA = 5124 304.35m
-
-Applying the quoted datum shifts to these, we obtain new geocentric values now related to ED50:
-
- XB = 3771 878.84m
- YB = 140 349.83m
- ZB = 5124 421.30m
-
-These convert to ED50 values on the International 1924 ellipsoid as:
- latitude 53 deg 48 min 36.565 sec N,
- longitude 02 deg 07 min 51.477 sec E,
- and ellipsoidal height 28.02 m,
-
-Note that the derived height is referred to the International 1924 ellipsoidal surface and will need a further correction for the height of the geoid at this point in order to relate it to Mean Sea Level.","This is a parameter-less conversion. In applications it is often concatenated with the 3- 7- or 10-parameter transformations 9603, 9606, 9607 or 9636 to form a geographic to geographic transformation.","EPSG guidance note #7-2, http://www.epsg.org, from ""Transformation from spatial to geographical coordinates""; B. R. Bowring; Survey Review number 181; July 1976.",EPSG,2004-04-27,97.29 2002.51 2004.33,0
-9603,Geocentric translations,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-Xt = Xs + dX; Yt = Ys + dY; Zt = Zs + dZ","Given a three parameter datum shift from WGS 84 to ED50 for this North Sea area is given as
-dX = +84.87m, dY = +96.49m, dZ = +116.95m.
-
-The WGS84 geographical coordinates convert to the following WGS 84 geocentric values using
-the above formulas for X, Y, Z:
-
- XA = 3771 793.97m
- YA = 140 253.34m
- ZA = 5124 304.35m
-
-Applying the given datum shifts to these, we obtain new geocentric values now related
-to ED50:
-
- XB = 3771 878.84m
- YB = 140 349.83m
- ZB = 5124 421.30m",This transformation allows calculation of coordinates in the target system by adding the parameter value to the corresponding coordinate values of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,1996-09-18,,0
-9604,Molodensky,1,See information source.,(none),See Abridged Molodensky.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-08-25,2004.47,0
-9605,Abridged Molodensky,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-As an alternative to the computation of the new latitude, longitude and height above ellipsoid in discrete steps through geocentric coordinates, the changes in these geographic coordinates may be derived directly by formulas derived by Molodenski. Abridged versions of these formulas, which are quite satisfactory for three parameter transformations, are as follows:
-
-dlat "" = [(-dX*sin(lat)*cos(lon)) - (dY*sin(lat)*sin(lon)) + (dZ*cos(lat)) + (((a*Df) + (f*Da))*sin(2*lat))] / (rho * sin(1""))
-
-dlon "" = (-dX*sin(lon) + dY*cos(lon)) / ((nu*cos(lat)) * sin(1""))
-
-dh = (dX*cos(lat)*cos(lon)) + (dY*cos(lat)*sin(lon)) + (dZ*sin(lat)) + ((a*Df + f*Da)*(sin(lat)^2)) - da
-
-where the dX, dY and dZ terms are the geocentric translation parameters, and rho and nu are the meridian and prime vertical radii of curvature at the given latitude (lat) on the first ellipsoid, da is the difference in the semi-major axes (a1 - a2) of the first and second ellipsoids and df is the difference in the flattening of the two ellipsoids.
-
-The formulas for dlat and dlon indicate changes in latitude and longitude in arc-seconds.","For a North Sea point with coordinates derived by GPS satellite in the WGS84 geographical coordinate reference system, with coordinates of:
- latitude lat_s =53°48'33.82""N,
- longitude lon_s = 2°07'46.38""E,
- and ellipsoidal height h_s = 73.0m,
-
-whose coordinates are required in terms of the ED50 geographical coordinate reference system which takes the International 1924 ellipsoid.
-
-The three geocentric translations parameter values from WGS84 to ED50 for this North Sea area are given as dX = +84.87m, dY = +96.49m, dZ = +116.95m.
-Ellipsoid Parameters are:
-WGS 84 a = 6378137.0 metres 1/f = 298.2572236
-International 1924 a = 6378388.0 metres 1/f = 297.0
-
-Then
-da = 6378388 – 6378137 = 251
-df = 0.003367003 - 0.003352811 = 1.41927E-05
-whence
-dlat = 2.543""
-dlon = 5.097""
-dh = – 44.909 m
-
-ED50 values on the International 1924 ellipsoid are then:
- latitude lat_t = 53°48'36.563""N,
- longitude lon_t = 2°07'51.477""E,
- and ellipsoidal height h_t = 28.091 m.","This transformation is a truncated Taylor series expansion of a transformation between two geographic coordinate systems, modelled as a set of geocentric translations.","EPSG guidance note #7-2, http://www.epsg.org",EPSG,2006-06-12,99.01 2004.47 2006.42,0
-9606,Position Vector 7-param. transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-Transformation of coordinates from one geographic coordinate reference system into another (also known as a ""datum transformation"") is usually carried out as an implicit concatenation of three transformations:
-[geographical to geocentric >> geocentric to geocentric >> geocentric to geographic]
-
-The middle part of the concatenated transformation, from geocentric to geocentric, is usually described as a simplified 7-parameter Helmert transformation, expressed in matrix form with 7 parameters, in what is known as the ""Bursa-Wolf"" formula:
-
- (Xt) ( 1 -Rz +Ry) (Xs) (dX)
- (Yt) = M * ( +Rz 1 -Rx) * (Ys) + (dY)
- (Zt) ( -Ry +Rx 1 ) (Zs) (dZ)
-
-The parameters are commonly referred to defining the transformation ""from source coordinate reference system to target coordinate reference system"", whereby (Xs, Ys, Zs) are the coordinates of the point in the source geocentric coordinate reference system and (Xt, Yt, Zt) are the coordinates of the point in the target geocentric coordinate reference system. But that does not define the parameters uniquely; neither is the definition of the parameters implied in the formula, as is often believed. However, the following definition, which is consistent with the “Position Vector Transformation” convention is common E&P survey practice,
-
-(dX, dY, dZ) :Translation vector, to be added to the point's position vector in the source coordinate reference system in order to transform from source system to target system; also: the coordinates of the origin of the source coordinate reference system in the target coordinate reference system.
-
-(Rx, Ry, Rz) :Rotations to be applied to the point's vector. The sign convention is such that a positive rotation about an axis is defined as a clockwise rotation of the position vector when viewed from the origin of the Cartesian coordinate reference system in the positive direction of that axis; e.g. a positive rotation about the Z-axis only from source system to target system will result in a larger longitude value for the point in the target system. Although rotation angles may be quoted in any angular unit of measure, the formula as given here requires the angles to be provided in radians.
-
-M :The scale correction to be made to the position vector in the source coordinate reference system in order to obtain the correct scale in the target coordinate reference system. M = (1 + dS*10^-6), where dS is the scale correction expressed in parts per million.
-
-<<<<<This text continues in the description of the Coordinate Frame Rotation formula>>>>>","Input point:
-Coordinate reference system: WGS 72 (geographic 3D)
- Latitude = 55 deg 00 min 00 sec N
- Longitude = 4 deg 00 min 00 sec E
- Ellipsoidal height = 0 m
-
-This transforms to Cartesian geocentric coords:
- X = 3 657 660.66 (m)
- Y = 255 768.55 (m)
- Z = 5 201 382.11 (m)
-
-Transformation parameters WGS 72 to WGS 84:
- dX (m) = 0.000
- dY (m) = 0.000
- dZ (m) = +4.5
- RX ("") = 0.000 = 0.0 radians
- RY ("") = 0.000 = 0.0 radians
- RZ ("") = +0.554 = 0.000002685868 radians
- Scale (ppm) = +0.219
-
-Application of the 7 parameter Position Vector Transformation results in WGS 84 coordinates of:
- X = 3 657 660.78 (m)
- Y = 255 778.43 (m)
- Z = 5 201 387.75 (m)
-
-This converts into:
- Latitude = 55 deg 00 min 00.090 sec N
- Longitude = 4 deg 00 min 00.554 sec E
- Ellipsoidal height = +3.22 m
-on the WGS 84 geographic 3D coordinate reference system.",Note the analogy with the Coordinate Frame Rotation (code 9607) but beware of the differences! The Position Vector convention is used by IAG and recommended by ISO 19111.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,1996-09-18,98.16,0
-9607,Coordinate Frame rotation,1,"<<<<<This text is continued from the description of the Position Vector Transformation formula>>>>>
-
-Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-Although being common practice particularly in the European E&P industry, the Position Vector Transformation sign convention is not universally accepted. A variation on this formula is also used, particularly in the USA E&P industry. That formula is based on the same definition of translation and scale parameters, but a different definition of the rotation parameters. The associated convention is known as the ""Coordinate Frame Rotation"" convention (EPSG coordinate operation method code 9607).
-The formula is:
-
- (X’) ( 1 +Rz -Ry) (X) (dX)
- (Y’) = M * ( -Rz 1 +Rx) * (Y) + (dY)
- (Z’) ( +Ry -Rx 1 ) (Z) (dZ)
-
-and the parameters are defined as:
-
-(dX, dY, dZ) : Translation vector, to be added to the point's position vector in the source coordinate reference system in order to transform from source coordinate reference system to target coordinate reference system; also: the coordinates of the origin of source coordinate reference system in the target frame.
-
-(Rx, Ry, Rz) : Rotations to be applied to the coordinate reference frame. The sign convention is such that a positive rotation of the frame about an axis is defined as a clockwise rotation of the coordinate reference frame when viewed from the origin of the Cartesian coordinate reference system in the positive direction of that axis, that is a positive rotation about the Z-axis only from source coordinate reference system to target coordinate reference system will result in a smaller longitude value for the point in the target coordinate reference system. Although rotation angles may be quoted in any angular unit of measure, the formula as given here requires the angles to be provided in radians.
-
-M : The scale factor to be applied to the position vector in the source coordinate reference system in order to obtain the correct scale of the target coordinate reference system. M = (1+dS*10^-6), where dS is the scale correction expressed in parts per million.
-
-In the absence of rotations the two formulas are identical; the difference is solely in the rotations. The name of the second method reflects this.
-
-Note that the same rotation that is defined as positive in the first method is consequently negative in the second and vice versa. It is therefore crucial that the convention underlying the definition of the rotation parameters is clearly understood and is communicated when exchanging datum transformation parameters, so that the parameters may be associated with the correct coordinate transformation method (algorithm).","The same example as for the Position Vector Transformation (coordinate operation method 9606) can be calculated, however the following transformation parameters have to be applied to achieve the same input and output in terms of coordinate values:
-
-Transformation parameters Coordinate Frame Rotation convention:
-dX (m) = 0.000
-dY (m) = 0.000
-dZ (m) = +4.5
-RX ("") = 0.000
-RY ("") = 0.000
-RZ ("") = -0.554 = -0.000002685868 radians
-Scale (ppm) = +0.219
-
-Please note that only the rotation has changed sign as compared to the Position Vector Transformation.",Note the analogy with the Position Vector transformation (code 9606) but beware of the differences! The Position Vector convention is used by IAG and recommended by ISO 19111.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-03-17,2004.141,0
-9613,NADCON,1,See information source.,(none),Geodetic transformation operating on geographic coordinate differences by bi-linear interpolation. Input expects longitudes to be positive west.,US Coast and geodetic Survey - http://www.ngs.noaa.gov,EPSG,2004-04-27,2004.19,0
-9614,NTv1,1,See information source.,(none),Geodetic transformation operating on geographic coordinate differences by bi-linear interpolation. Superseded in 1997 by NTv2 (transformation method code 9615). Input expects longitudes to be positive west.,Geomatics Canada - Geodetic Survey Division.,EPSG,2004-04-27,2004.19,0
-9615,NTv2,1,See information source.,(none),Geodetic transformation operating on geographic coordinate differences by bi-linear interpolation. Supersedes NTv1 (transformation method code 9614). Input expects longitudes to be positive west.,http://www.geod.nrcan.gc.ca/products/html-public/GSDapps/English/NTv2_Fact_Sheet.html,EPSG,2004-04-27,2004.19,0
-9616,Vertical Offset,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-Xt = [(Xs * Us) + (A * Ua)] * (m / Ut)
-
-where
-Xt = value in the target vertical coordinate reference system.
-
-Xs = value in the source vertical coordinate reference system;
-
-A is the value of the origin of the target system in the source system.
-
-m is unit direction multiplier (m=1 if both systems are height or both are depth; m = –1 if one system is height and the other system is depth; the value of m is implied through the vertical coordinate reference system type attribute).
-
-Us Ut and Ua are unit conversion ratios to metres for the source and target systems and the offset value A respectively.",(none),This transformation allows calculation of height (or depth) in the target system by adding the parameter value to the height (or depth)-value of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,1999-11-12,99.79,0
-9617,Madrid to ED50 polynomial,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The polynomial expressions are:
-
- dLat seconds = A0 + (A1*lat) + (A2*lon) + (A3*H)
- dLon seconds = B00 + B0 + (B1*lat) + (B2*lon) + (B3*H)
-
-where latitude lat and longitude lon are in decimal degrees referred to the Madrid 1870 (Madrid) geographic coordinate reference system and H is gravity-related height in metres. B00 is the longitude (in seconds) of the Madrid meridian measured from the Greenwich meridian; it is the value to be applied to a longitude relative to the Madrid meridian to transform it to a longitude relative to the Greenwich meridan.
-
-The results of these expressions are applied through the formulae:
-Lat(ED50) = Lat(M1870(M)) + dLat
-and Lon(ED50) = Lon(M1870(M)) + dLon.","Input point coordinate system: Madrid 1870 (Madrid) (geographic 3D)
- Latitude = 42 deg 38 min 52.77 sec N
- = 42.647992 degrees
- Longitude = 3 deg 39 min 34.57 sec E of Madrid
- = +3.659603 degrees from the Madrid meridian.
- Height = 0 m
-
-For the north zone transformation:
-A1 = 11.328779
-A2 = -0.1674
-A3 = -0.03852
-A4 = 0.0000379
-B0 = -13276.58
-B1 = 2.5079425
-B2 = 0.8352
-B3 = -0.00864
-B4 = -0.0000038
-
-dLat = +4.05 seconds
-
-Then ED50 latitude = 42 deg 38 min 52.77 sec N + 4.05sec
- = 42 deg 38 min 56.82 sec N
-
-
-dLon = -13238.484 seconds = -3 deg 40 min 38.484 sec
-
-Then ED50 longitude = 3 deg 39 min 34.57 sec E - 3 deg 40 min 38.484 sec
- = 0 deg 01 min 03.914 sec W of Greenwich.",,"EPSG guidance note #7-2, http://www.epsg.org, after Institut de Geomatica; Barcelona.",EPSG,2006-10-30,99.284 99.82 99.64 2006.91,0
-9618,Geographic2D with Height Offsets,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-Lat_T = Lat_S + latitude_offset
-Lon_T = Lon_S + longitude_offset
-EllipsoidHeight_T = GravityHeight_S + gravity-related_to_ellipsoid_height_offset.",(none),This transformation allows calculation of coordinates in the target system by adding the parameter value to the coordinate values of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-27,99.79 2004.33,0
-9619,Geographic2D offsets,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-Lat_T = Lat_S + latitude_offset
-Lon_T = Lon_S + longitude_offset.","A position with coordinates of 38°08'36.565""N, 23°48'16.235""E referenced to the old Greek geographic 2D coordinate reference system (EPSG CRS code 4120) is to be transformed to the newer GGRS87 system (EPSG CRS code 4121). Transformation parameters from Greek to GGRS87 are:
-dLat = -5.86""
-dLon = +0.28""
-
-Then Lat(GGRS87) = 38°08'3656 5"" N (5.8 6"") = 38°08'30.705""N
-and Lon(GGRS87) = 23°48'16.23 5""E + 0. 28"" = 23°48'16.515""E
-
-For the reverse transformation for the same point,
-Lat(GREEK) = 38°08'30.705 "" N + 5. 86"" = 38°08'36.565""N
-Lon(GREEK) = 23°48'16.515"" E + (-0. 28 "") = 23°48'16.235""E",This transformation allows calculation of coordinates in the target system by adding the parameter value to the coordinate values of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-27,99.79 2004.33,0
-9620,Norway Offshore Interpolation,0,See information source.,(none),"Although in principle this method is not reversible, in practice reversibility is better than 10 cm. For the applications for which it was designed it may be considered reversible.","Norwegian Mapping Authority note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge"".",EPSG,2005-05-21,2005.23,0
-9621,Similarity transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The similarity transformation in algebraic form is:
-
-XT = XT0 + XS * M * cos q + YS * M * sin q
-YT = YT0 – XS * M * sin q + YS * M * cos q
-
-where:
-XT0 , YT0 = the coordinates of the origin point of the source coordinate reference system expressed in the target coordinate reference system;
-M = the length of one unit in the source coordinate reference system expressed in units of the target coordinate reference system;
-q = the angle about which the axes of the source coordinate reference system need to be rotated to coincide with the axes of the target coordinate reference system, counter-clockwise being positive. Alternatively, the bearing of the source coordinate reference system Y-axis measured relative to target coordinate reference system north.
-
-The similarity transformation can also be described as a special case of the parametric affine transformation where coefficients A1 = B2 and A2 = - B1.
-
-Reversibility
-The reverse formula for the Similarity Transformation is:
-
-XS = [(XT – XTO) * cos q – (YT – YTO) * sin q ] / [M ]
-YS = [(XT – XTO) * sin q + (YT – YTO) * cos q] / [M ]","Tombak LNG Plant Grid to Nakhl-e Ghanem / UTM zone 39N
-
-Parameters of the Similarity Transformation:
-XTO = 611267.2865 metres
-YTO = = 3046565.8255 metres
-M = 0.9997728332
-q = 315 degrees
-
-Forward computation for plant grid coordinates x (= XS) = 20000m, y (= YS) = 10000m:
-
-XT = UTM E = 611267.2865 + 14138.9230 + (-7069.4615)
- = 618336.748 m
-
-YT = UTM N = 3046565.8255 – (–14138.9230) + 7069.4615
- = 3067774.210 m
-
-Reverse computation for UTM coordinates 618336.748 m E, 3067774.210 m:
-
-Plant x = [4998.8642 – (–14996.5925)] / 0.9997728332
- = 20000.000 m
-
-Plant y = [(– 4998.8642) + 14996.5925)] / 0.9997728332
- = 10000.000 m",Defined for two-dimensional coordinate systems.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2005-08-26,2000.83 2004.67,0
-9622,Affine orthogonal geometric transformation,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-XT = XT0 + XS . k . dSX . cos q + YS . k . dSY . sin q
-YT = YT0 – XS . k . dSX . sin q + YS . k . dSY . cos q
-
-where:
-
-XT0 ,YT0 = the coordinates of the origin point of the source coordinate reference system, expressed in the target coordinate reference system;
-dSX , dSY = the length of one unit of the source axis, expressed in units of the target axis, for the X axes and the Y- axes respectively;
-k = point scale factor of the target coordinate reference system in a chosen reference point;
-q = the angle through which the source coordinate reference system axes must be rotated to coincide with the target coordinate refderence system axes (counter-clockwise is positive). Alternatively, the bearing (clockwise positive) of the source coordinate reference system Y-axis measured relative to target coordinate reference system north.","Source coordinate system: imaginary 3D seismic acquisition bin grid. The two axes are orthogonal, but the unit on the I-axis is 25 metres, whilst the unit on the J-axis is 12.5 metres.
-The target projected coordinate system is WGS 84 / UTM Zone 31N and the origin of the bin grid (centre of bin 0,0) is defined at E = 456781.0, N = 5836723.0. The projected coordinate system point scale factor at the bin grid origin is 0.99984.
-The map grid bearing of the I and J axes are 110* and 20* respectively. Thus the angle through which both the positive I and J axes need to be rotated to coincide with the positive Easting axis and Northing axis respectively is +20 degrees.
-
-Hence:
-XT0 , = 456 781.0 m
-YT0 = 5 836 723.0 m
-dSX = 25
-dSY = 12.5
-k = 0.99984
-q = +20 degrees
-
-Forward calculation for centre of bin with coordinates: I = 300, J = 247:
-
-XT = Easting = XT0 + XS . k . dSX . cos q + YS . k . dSY . sin q = 464 855.62 m.
-
-YT = Northing = YT0 – XS . k . dSX . sin q + YS . k . dSY . cos q = 5 837 055.90 m
-
-Reverse calculation for this point:
-XS = [( XT – XT0) . cos qY – (YT – YT0) . sin qY ] / [k . dSX . cos (qX – qY)] = 230 bins
-
-YS = [(XT – XT0) . sin qX + (YT – YT0) . cos qX ] / [k . dSY . cos (qX – qY)] = 162 bins",,"EPSG guidance note #7, http://www.epsg.org",EPSG,2000-06-10,,1
-9623,Affine geometric transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-General case.
-
-The geometric representation of the affine transformation is:
-XT = XT0 + XS * k * MX * cos qX + YS * k * MY * sin qY
-YT = YT0 – XS * k * MX * sin qX + YS * k * MY * cos qY
-where:
-
-XT0 ,YT0 = the coordinates of the origin point of the source coordinate reference system, expressed in the target coordinate reference system;
-MX , MY = the length of one unit of the source axis, expressed in units of the target axis, for the first and second source and target axis pairs respectively;
-qX , qY = the angles about which the source coordinate reference system axes XS and YS must be rotated to coincide with the target coordinate reference system axes XT and YT respectively (counter-clockwise being positive).
-k = point scale factor of the target coordinate reference system in a chosen reference point;
-
-Comparing the algebraic representation with the parameters of the parameteric form (code 9624) it can be seen that the parametric and geometric forms of the affine transformation are related as follows:
-A0 = XT0
-A1 = k * MX * cos qX
-A2 = k * MY * sin qY
-B0 = YT0
-B1 = – k * MX * sin qX
-B2 = k *MY * cos qY
-
-Reversibility
-For the Affine Geometric Transformation, the reverse operation can be described by a different formula, as shown below, in which the same parameter values as the forward transformation may be used:
-
-XS = [( XT – XT0) . cos qY – (YT – YT0) . sin qY ] / [k * MX * cos (qX – qY)]
-YS = [(XT – XT0) . sin qX + (YT – YT0) . cos qX ] / [k * MY * cos (qX – qY)]
-
-
-Orthogonal case
-
-If the source coordinate reference system happens to have orthogonal axes, that is both axes are rotated through the same angle to bring them into the direction of the orthogonal target coordinate reference system axes, i.e. qX = qY = q, then the Affine Geometric Transformation can be simplified to:
-
-XT = XT0 + XS . k . MX . cos q + YS . k . MY . sin q
-YT = YT0 – XS . k . MX . sin q + YS . k . MY . cos q
-
-where:
-q = the angle through which the source coordinate reference system axes must be rotated to coincide with the target coordinate refderence system axes (counter-clockwise is positive). Alternatively, the bearing (clockwise positive) of the source coordinate reference system Y-axis measured relative to target coordinate reference system north.
-
-The reverse formulas of the general case can also be simplified by replacing qX and qY with q:
-
-XS = [(XT – XTO) * cos q – (YT – YTO) * sin q ] / [k * MX ]
-YS = [(XT – XTO) * sin q + (YT – YTO) * cos q] / [k * MY ]
-
-In the EPSG dataset this orthogonal case (code 9622) has been deprecated. The formulas for the general case should be used, inserting q for both qX and qY. The case has been documented here as part of the progression through increasing constraints on the degrees of freedom between the general case and the Similarity Transformation.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2005-08-26,2004.67,0
-9624,Affine parametric transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-XT = A0 + A1 * XS + A2 * YS
-YT = B0 + B1 * XS + B2 * YS
-where
-XT , YT are the coordinates of a point P in the target coordinate reference system;
-XS , YS are the coordinates of P in the source coordinate reference system.
-
-Reversibility
-The reverse transformation is another affine transformation using the same formulas but with different parameter values. The reverse parameter values, indicated by a prime (’), can be calculated from those of the forward transformation as follows:
-
-D = A1 * B2 – A2 * B1
-A0’ = (A2 * B0 – B2 * A0) / D
-B0’ = (B1 * A0 – A1 * B0) / D
-A1’ = +B2 / D
-A2’ = – A2 / D
-B1’ = – B1 / D
-B2’ = +A1 / D
-
-Then
- XS = A0' + A1' * XT + A2' * YT
- YS = B0' + B1' * XT + B2' *",(none),,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2005-08-23,2004.67,0
-9625,General polynomial (2nd-order),0,"The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the input parameters, usually coordinate offsets U and V relative to a central evaluation point, to ‘manageable’ numbers, between –10 and +10 at most.
-
-U = XS - XS0 in defined units (which may not be those of the coordinate reference system),
-V = YS - YS0
-
-Then (XT - XT0) = (XS - XS0) + dX
- (YT - YT0) = (YS - YS0) + dY
-or
-XT = XS - XS0 + XT0 + dX
-YT = YS - YS0 + YT0 + dY
-
-where
-XT , YT are coordinates in the target coordinate reference system,
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.
-
-and where
-dX = A0 + A1.U + A2.V + A3.U2 + A4.U.V + A5.V2
-dY = B0 + B1.U + B2.V +B3.U2 +B4.U.V +B5.V2",,,EPSG guidance note #7.,EPSG,2000-03-07,,1
-9626,General polynomial (3rd-order),0,"The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the input parameters, usually coordinate offsets U and V relative to a central evaluation point, to ‘manageable’ numbers, between –10 and +10 at most.
-
-U = XS - XS0 in defined units (which may not be those of the coordinate reference system),
-V = YS - YS0
-
-Then (XT - XT0) = (XS - XS0) + dX
- (YT - YT0) = (YS - YS0) + dY
-or
-XT = XS - XS0 + XT0 + dX
-YT = YS - YS0 + YT0 + dY
-
-where
-XT , YT are coordinates in the target coordinate reference system,
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.
-
-and where
-dX = A0 + A1.U + A2.V + A3.U2 + A4.U.V + A5.V2 + A6.U3 + A7.U2.V + A8.U.V2 + A9.V3
-dY = B0 + B1.U + B2.V +B3.U2 +B4.U.V +B5.V2 + B6.U3 +B7.U2.V +B8.U.V2 +B9.V3",,,EPSG guidance note #7.,EPSG,2000-03-07,,1
-9627,General polynomial (4th-order),0,"The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the input parameters, usually coordinate offsets U and V relative to a central evaluation point, to ‘manageable’ numbers, between –10 and +10 at most.
-
-U = XS - XS0 in defined units (which may not be those of the coordinate reference system),
-V = YS - YS0
-
-Then (XT - XT0) = (XS - XS0) + dX
- (YT - YT0) = (YS - YS0) + dY
-or
-XT = XS - XS0 + XT0 + dX
-YT = YS - YS0 + YT0 + dY
-
-where
-XT , YT are coordinates in the target coordinate reference system,
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.
-
-and where
-dX = A0 + A1.U + A2.V + A3.U2 + A4.U.V + A5.V2 + A6.U3 + A7.U2.V + A8.U.V2 + A9.V3 + A10.U4 + A11.U3.V + A12.U2.V2 + A13.U.V3 + A14.V4
-
-dY = B0 + B1.U + B2.V +B3.U2 +B4.U.V +B5.V2 + B6.U3 +B7.U2.V +B8.U.V2 +B9.V3 + B10.U4 + B11.U3.V + B12.U2.V2 + B13.U.V3 + B14.V4",,,EPSG guidance note #7.,EPSG,2000-03-07,,1
-9628,Reversible polynomial (2nd-order),1,See EPSG Guidance Note 7.,,Reversibility is subject to constraints. See Guidance Note 7 for clarification.,EPSG guidance note #7.,EPSG,2000-03-07,99.64,1
-9629,Reversible polynomial (3rd-order),1,See EPSG Guidance Note 7.,,Reversibility is subject to constraints. See Guidance Note 7 for clarification.,EPSG guidance note #7.,EPSG,2000-03-07,99.64,1
-9630,Reversible polynomial (4th-order),1,See EPSG Guidance Note 7.,"For geodetic transformation ED50 to ED87 (1)
-
-Offset unit: degree
-Ordinate 1 of evaluation point X0 = 55° 00' 00.000""N = +55 degrees
-Ordinate 2 of evaluation point Y0 = 0° 00' 00.000""E = +0 degrees
-
-Parameters:
-A0 = -5.56098E-06 A1 = -1.55391E-06 ... A14 = -4.01383E-09
-B0 = +1.48944E-05 B2 = +2.68191E-05 ... B14 = +7.62236E-09
-
-Forward calculation for:
-ED50 Latitude = Xs =52* 30’30""N = +52.508333333 degrees
-ED50 Longitude = Ys = 2*E= +2.0 degrees
-
-U = XS - X0 = * ED50 - X0 = 52.508333333 - 55.0 = -2.491666667 degrees
-V = YS - Y0 = * ED50 - Y0 = 2.0 - 0.0 = 2.0 degrees
-
-dX = A0 + A1.U + ... + A14.V4
- = -5.56098E-06 + (-1.55391E-06 * -2.491666667) + ... + (-4.01383E-09 * 2.0^4)
- = -3.12958E-06 degrees
-
-dY = B0 + B1.U + ... + B14.V4
- = +1.48944E-05 + (2.68191E-05 * -2.491666667) + ... + (7.62236E-09 * 2.0^4)
- = +9.80126E-06 degrees
-
-Then ED87 Latitude = XT = XS + dX
- = 52.508333333 - 3.12958E-06 degrees
- = 52* 30’ 29.9887"" N
-
-ED87 Longitude = YT = YS + dY
- = 2* 00’ 00.0353"" E
-
-
-Reverse calculation for transformation ED50 to ED87 (1).
-The transformation method for the ED50 to ED87 (1) transformation, 4th-order reversible polynomial, is reversible. The same formulas may be applied for the reverse calculation, but coefficients A0 through A14 and B0 through B14 are applied with reversal of their signs. Sign reversal is not applied to the coordinates of the evaluation point. Thus:
-Ordinate 1 of evaluation point X0 = 55° 00' 00.000""N = +55 degrees
-Ordinate 2 of evaluation point Y0 = 0° 00' 00.000""E = +0 degrees
-A0 = +5.56098E-06 A1 = +1.55391E-06 ... A14 = +4.01383E-09
-B0 = -1.48944E-05 B1 = -2.68191E-05 ... B14 = -7.62236E-09
-
-Reverse calculation for:
-ED87 Latitude = XS = 52° 30’29.9887""N = +52.5083301944 degrees
-ED87 Longitude = YS = 2° 00’ 00.0353"" E = +2.0000098055 degrees
-
-U = 52.5083301944 - 55.0 = -2.4916698056 degrees
-V = 2.0000098055 - 0.0 = 2.0000098055 degrees
-
-dX = A0 + A1.U + ... + A14.V4
- = +5.56098E-06 + (1.55391E-06 * -2.491666667) + ... + (4.01383E-09 * 2.0000098055^4)
- = +3.12957E-06 degrees
-
-dY = B0 + B1.U + ... + B14.V4
- = -1.48944E-05 + (-2.68191E-05 * -2.491666667) + ... + (-7.62236E-09 * 2.0000098055^4)
- = -9.80124E-06 degrees
-
-Then ED50 Latitude = XT = XS + dX
- = 52.5083301944 + 3.12957E-06 degrees
- = 52° 30’ 30.000"" N
-
-ED50 Longitude = YT = YS + dY
- = 2° 00’ 00.000"" E",Reversibility is subject to constraints. See Guidance Note 7 for clarification.,EPSG guidance note #7.,EPSG,2000-03-07,99.64,1
-9631,Complex polynomial (3rd-order),0,"The relationship between two projected coordinate reference systems may be approximated more elegantly by a single polynomial regression formula written in terms of complex numbers. The advantage is that the dependence between the ‘A’ and ‘B’ coefficients (for U and V) is taken into account in the formula, resulting in fewer coefficients for the same order polynomial. A third-order polynomial in complex numbers is used in Belgium. A fourth-order polynomial in complex numbers is used in The Netherlands for transforming coordinates referenced to the Amersfoort / RD system to and from ED50 / UTM.
-
-(dX + i. dY) = (A1 + i. A2).(U + i.V) + (A3 + i. A4).(U + i.V)^2 + (A5 + i. A6).(U + i.V)^3
-
-where U = (XS - XS0).10-5
-and V = (YS - YS0).10-5
-
-Then
-XT = XS - XS0 + XT0 + dX
-YT = YS - YS0 + YT0 + dY
-
-where
-XT , YT are coordinates in the target coordinate reference system,
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.
-
-Note that the zero order coefficients of the general polynomial, A0 and B0, have apparently disappeared. In reality they are absorbed by the different coordinates of the source and of the target evaluation point, which in this case, are numerically very different because of the use of two different projected coordinate reference systems for source and target.
-
-The transformation parameter values (the coefficients) are not reversible. For the reverse transformation a different set of parameter values are required, used within the same formulas as the forward direction","For transformation Belge Lambert 72 to ED50 / UTM zone 31N,
-
-Eo1 = 0
-No1 = 0
-Eo2 = 449681.702
-No2 = 5460505.326
-A1 = -71.3747
-A2 = 1858.8407
-A3 = -5.4504
-A4 = -16.9681
-A5 = 4.0783
-A6 = 0.2193
-
-For source coordinate system E1=200000 N1=100000, then
-E2 = 647737.377 N2 = 5564124.227.",Coordinate pairs treated as complex numbers. This exploits the correlation between the polynomial coefficients and leads to a smaller number of coefficients than the regular 3rd-order polynomial.,EPSG guidance note #7.,EPSG,2000-03-07,,1
-9632,Complex polynomial (4th-order),0,"The relationship between two projected coordinate reference systems may be approximated more elegantly by a single polynomial regression formula written in terms of complex numbers. The advantage is that the dependence between the ‘A’ and ‘B’ coefficients (for U and V) is taken into account in the formula, resulting in fewer coefficients for the same order polynomial. A third-order polynomial in complex numbers is used in Belgium. A fourth-order polynomial in complex numbers is used in The Netherlands for transforming coordinates referenced to the Amersfoort / RD system to and from ED50 / UTM.
-
-(dX + i. dY) = (A1 + i. A2).(U + i.V) + (A3 + i. A4).(U + i.V)^2 + (A5 + i. A6).(U + i.V)^3 + (A7 + i.A8).(U + i.V)^4
-
-where U = (XS - XS0).10-5
-and V = (YS - YS0).10-5
-
-Then
-XT = XS - XS0 + XT0 + dX
-YT = YS - YS0 + YT0 + dY
-
-where
-XT , YT are coordinates in the target coordinate reference system,
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.
-
-Note that the zero order coefficients of the general polynomial, A0 and B0, have apparently disappeared. In reality they are absorbed by the different coordinates of the source and of the target evaluation point, which in this case, are numerically very different because of the use of two different projected coordinate reference systems for source and target.
-
-The transformation parameter values (the coefficients) are not reversible. For the reverse transformation a different set of parameter values are required, used within the same formulas as the forward direction.","For transformation RD / Netherlands New to ED50 / UTM zone 31N,
-
-Eo1 = 155000
-No1 = 463000
-Eo2 = 663395.607
-No2 = 5781194.380
-A1 = -51.681
-A2 = 3290.525
-A3 = 20.172
-A4 = 1.133
-A5 = 2.075
-A6 = 0.251
-A7 = 0.075
-A8 = -0.012
-
-For source coordinate system E1=200000 N1=500000, then
-E2 =707155.557 N2 = 5819663.128.",Coordinate pairs treated as complex numbers. This exploits the correlation between the polynomial coefficients and leads to a smaller number of coefficients than the regular 4th-order polynomial.,EPSG guidance note #7.,EPSG,2000-03-07,,1
-9633,Ordnance Survey National Transformation,1,See information source.,See information source.,Geodetic transformation between ETRS89 (or WGS 84) and OSGB36 / National Grid. Uses ETRS89 / National Grid as an intermediate coordinate system for bi-linear interpolation of gridded grid coordinate differences.,http://www.gps.gov.uk/gpssurveying.asp,EPSG,2004-04-27,2004.19,0
-9634,Maritime Provinces polynomial interpolation,0,"The transformation makes use of a residual file for each Canadian maritime province. The process of residual interpolation accounts for local variations in the coordinate system and provides a transformation accuracy of +/- 5 cm.
-
-By using a second residual file, the transformation may be reversed. Only one residual file is in use by the method during any given execution.",(none),This transformation is an executable module within the application NBGeocalc. It is an adaptation of the ESTPM program developed by Geodetic Survey of Canada.,Survey of New Brunswick,EPSG,2000-10-19,,0
-9635,Geographic3D to Geographic2D+GravityRelatedHeight,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-This is a complex, multi-step transformation, involving the application of a geoid height difference interpolated at a point in a ""geoid model"". The geoid model should be available as a regular grid of latitude and longitude with the height of the geoid above the ellipsoid at each grid node. Only the height is affected by this transformation; the geodetic latitude and longitude are not.
-
-The transformation involves the following sequence of steps:
-· Selection of a subset of the geoid file covering the extent of the points to be transformed.
-· If the geoid file is not based on the source or target CRS, it needs to be transformed first. This involves transformation of the chosen subset of the geoid file from its orignal Geographic 3D CRS to the Geographic 3D CRS that is the source or the target of this transformation.
-· Calculation of the height of the geoid above the ellipsoid (""geoid undulation"") at the relevant point(s). This is achieved through a bi-linear interpolation of the geoid undulation, using the latitude and longitude to locate the point in the sub-grid. This step results in the height of the geoid above the ellipsoid (N) of the Geographic 3D CRS, whether source or target.
-· At each point, the application of the calculated geoid undulation to the height to be transformed.
-
-H=h-N for Geographic3D to Geographic2D+GravityRelatedHeight
-
-h=H+N for Geographic2D+GravityRelatedHeight to Geographic3D
-
-where h = the ellipsoidal height (height above the ellipsoid in a geographic 3D CRS)
-and H = the Gravity-Related Height component of the compound CRS.",(none),"Transformation from a Geographic 3D CRS to a Compound CRS consisting of a Geographic 2D CRS and a Vertical CRS, or vice versa. The Geographic 3D and the Geographic 2D CRS must be based on the same Geodetic Datum.","EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-27,2004.19 2004.34,0
-9636,Molodensky-Badekas 10-parameter transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-To eliminate high correlation between the translations and rotations in the derivation of parameter values for the Helmert transformation methods (coordinate operation method codes 9606 and 9607), instead of the rotations being derived about the geocentric coordinate reference system origin they may be derived at a location within the points used in the determination. Three additional parameters, the coordinates of the rotation point, are then required. The formula is:
-
- (Xt) ( 1 +Rz -Ry) (Xs - Xp) (Xp) (dX)
- (Yt) = M * ( -Rz 1 +Rx) * (Ys - Yp) + (Yp) + (dY)
- (Zt) ( +Ry -Rx 1 ) (Zs - Zp) (Zp) (dZ)
-
-and the parameters are defined as:
-
-(dX, dY, dZ) : Translation vector, to be added to the point's position vector in the source coordinate system in order to transform from source coordinate reference system to target coordinate reference system; also: the coordinates of the origin of source coordinate reference system in the target frame.
-
-(Rx, Ry, Rz) : Rotations to be applied to the coordinate reference frame. The sign convention is such that a positive rotation of the frame about an axis is defined as a clockwise rotation of the coordinate reference frame when viewed from the origin of the Cartesian coordinate system in the positive direction of that axis, that is a positive rotation about the Z-axis only from source coordinate reference system to target coordinate reference system will result in a smaller longitude value for the point in the target coordinate reference system. Although rotation angles may be quoted in any angular unit of measure, the formula as given here requires the angles to be provided in radians.
-
-(Xp, Yp, Zp) : Coordinates of the point about which the coordinate reference frame is rotated, given in the source Cartesian coordinate reference system.
-
-M : The scale factor to be applied to the position vector in the source coordinate reference system in order to obtain the correct scale of the target coordinate reference system. M = (1+dS*10^-6), where dS is the scale correction expressed in parts per million.
-
-Reversibility.
-The Molodensky-Badekas transformation in a strict mathematical sense is not reversible, i.e. in principle the same parameter values cannot be used to execute the reverse transformation. This is because the evaluation point coordinates are in the forward direction source coordinate reference system and the rotations have been derived about this point. They should not be applied about the point having the same coordinate values in the target coordinate reference system, as is required for the reverse transformation. However, in practical application there are exceptions when applied to the approximation of small differences between the geometry of a set of points in two different coordinate reference systems. The typical vector difference in coordinate values is in the order of 6*10^1 to 6*10^2 metres, whereas the evaluation point on or near the surface of the earth is 6.3*10^6 metres from the origin of the coordinate systems at the Earth’s centre. This difference of four or five orders of magnitude allows the transformation in practice to be considered reversible. Note that in the reverse transformation, only the signs of the translations and rotation parameter values are reversed; the coordinates of the evaluation point remain unchanged.","Input point:
-Coordinate reference system: La Canoa (geographic 2D)
- Latitude = 9 deg 35 min 00.386 sec N
- Longitude = 66 deg 04 min 48.091 sec W
-This is taken to be geographic 3D with an assumed Ellipsoidal height hS = 201.465 m
-
-This transforms to Cartesian geocentric coords:
- XS = 2 550 408.965 m
- YS = -5 749 912.266 m
- ZS = 1 054 891.114 m
-
-Transformation parameters La Canoa to REGVEN:
- dX = -270.933 m
- dY = +115.599 m
- dZ = -360.226 m
- RX = -5.266 sec = -0.000025530288 radians
- RY = -1.238 sec = -0.000006001993 radians
- RZ = +2.381 sec = 0.000011543414 radians
- dS = -5.109 ppm
- Ordinate 1 of evaluation point = 2464351.59 m
- Ordinate 2 of evaluation point = -5783466.61 m
- Ordinate 3 of evaluation point = 974809.81 m
-
-Application of the 10 parameter Molodenski-Badekas Transformation results in REGVEN geocentric coordinates of:
- XT = 2 550 138.467 m
- YT = -5 749 799.862 m
- ZT = 1 054 530.826 m
-
-This converts into:
- Latitude = 9 deg 34 min 49.001 sec N
- Longitude = 66 deg 04 min 54.705 sec W
- Ellipsoidal height = -18.10 m
-on the REGVEN geographic 3D coordinate reference system.
-
-Because the source coordinate reference system was 2D, the target system ellipsoidal height is ignored and the results treated as a geographic 2D coordinate reference system:
- Latitude = 9 deg 34 min 49.001 sec N
- Longitude = 66 deg 04 min 54.705 sec W",The [7-parameter] Coordinate Frame rotation method (code 9607) is a specific case of the Molodenski-Badekas 10-parameter transformation in which the evaluation point is the origin of the geocentric coordinate system at which coordinate values are zero.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-03-17,2002.51 2004.47,0
-9637,Degree representation conversion: deg to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:
-
-deg decimal degrees
-adeg absolute value of decimal degrees
-ideg integer degrees
-sdeg signed integer degree
-min real-number minutes
-imin integer minutes
-sec real-number seconds
-lathem, lonhem hemisphere abbreviation
-
-
-Forward calculation from decimal degree representation to DMSH representation:
-adeg = ABS(deg)
-ideg = INT(adeg)
-
-min = (adeg - ideg) * 60
-imin = INT(min)
-sec = (min - imin) * 60
-
-Then for latitude, if deg < 0, lathem = S else lathem = N
-For longitude, if deg < 0, lonhem = W else lonhem = E
-
-Reverse calculation from DMSH representation to decimal degree representation:
-deg = (ideg + imin/60 + sec/3600) * H
-where for latitude H = 1 if lathem = N and H = -1 if lathem = S
-and for longitude H = 1 if lonhem = E and H = -1 if lonhem = W","Source CRS = WGS 84 (deg) (CRS code 63266405).
-Latitude = 35.75255, longitude = -85.20415
-
-Target CRS in DMSH = WGS 84 (CRS code 4326)
-Latitude = 35°45’09.18”N, longitude = 85°12’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,EPSG,2002-11-22,,1
-9638,Degree representation conversion: degH to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:
-
-deg decimal degrees
-adeg absolute value of decimal degrees
-ideg integer degrees
-sdeg signed integer degree
-min real-number minutes
-imin integer minutes
-sec real-number seconds
-lathem, lonhem hemisphere abbreviation
-
-
-In this conversion (both forward and reverse) the hemisphere parameter remains unchanged and retains its position in the respective coordinate strings.
-
-Forward calculation from degH representation to DMSH representation:
-ideg = INT(adeg)
-
-min = (adeg - ideg) * 60
-imin = INT(min)
-sec = (min - imin) * 60
-
-Reverse calculation from DMSH representation to decimal degree representation:
-adeg = (ideg + imin/60 + sec/3600)","Source CRS = WGS 84 (degH) (CRS code 63266406).
-Latitude = 35.75255N, longitude = 85.20415W
-
-Target CRS in DMSH = WGS 84 (CRS code 4326)
-Latitude = 35°45’09.18”N, longitude = 85°12’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,EPSG,2002-11-22,,1
-9639,Degree representation conversion: Hdeg to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:
-
-deg decimal degrees
-adeg absolute value of decimal degrees
-ideg integer degrees
-sdeg signed integer degree
-min real-number minutes
-imin integer minutes
-sec real-number seconds
-lathem, lonhem hemisphere abbreviation
-
-
-In this conversion the hemisphere parameters retain their values but change their positions in their respective coordinate strings from the end of the strings to the beginnings (both forward and reverse).
-
-Forward calculation from Hdeg representation to DMSH representation:
-First, re-order fields from
- lathem, lat_adeg and lonhem, lon_adeg
-to lat_adeg, lathem and lon_adeg, lonhem
-
-Then
-ideg = INT(adeg)
-
-min = (adeg - ideg) * 60
-imin = INT(min)
-sec = (min - imin) * 60
-
-
-Reverse calculation from DMSH representation to Hdeg representation:
-adeg = (ideg + imin/60 + sec/3600)
-
-Then re-order fields from
- lat_adeg, lathem and lon_adeg, lonhem
-to lathem, lat_adeg and lonhem, lon_adeg","Source CRS = WGS 84 (Hdeg) (CRS code 63266407).
-Latitude = N35.75255, longitude = W85.20415
-
-Target CRS in DMSH = WGS 84 (CRS code 4326)
-Latitude = 35°45’09.18”N, longitude = 85°12’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,EPSG,2002-11-22,,1
-9640,Degree representation conversion: DM to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:
-
-deg decimal degrees
-adeg absolute value of decimal degrees
-ideg integer degrees
-sdeg signed integer degree
-min real-number minutes
-imin integer minutes
-sec real-number seconds
-lathem, lonhem hemisphere abbreviation
-
-
-Forward calculation from DM representation to DMSH representation:
-
-ideg = ABS(sdeg)
-
-imin = INT(min)
-sec = (min - imin) * 60
-
-If lat_sdeg < 0, lathem = S else lathem = N
-If lon_sdeg < 0, lonhem = W else lathem = E
-
-
-Reverse calculation from DMSH representation to DM representation:
-sdeg = ideg * H
-where for latitude, H = 1 if lathem = N and H = -1 if lathem = S
-and for longitude H = 1 if lonhem = E and H = -1 if lonhem = W
-
-Then
-min = imin + (sec / 60)","Source CRS = WGS 84 (DM) (CRS code 63266408).
-Latitude = 35°45.153’, longitude = -85°12.249’
-
-Target CRS in DMSH = WGS 84 (CRS code 4326)
-Latitude = 35°45’09.18”N, longitude = 85°12’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,EPSG,2002-11-22,,1
-9641,Degree representation conversion: DMH to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:
-
-deg decimal degrees
-adeg absolute value of decimal degrees
-ideg integer degrees
-sdeg signed integer degree
-min real-number minutes
-imin integer minutes
-sec real-number seconds
-lathem, lonhem hemisphere abbreviation
-
-
-The degree and hemisphere parameters remain unchanged in this conversion (both forward and reverse) and also retain their position in their respective coordinate strings.
-
-Forward calculation from DMH representation to DMSH representation:
-imin = INT(min)
-sec = (min - imin) * 60
-
-Reverse calculation from DMSH representation to DMH representation:
-min = imin + (sec / 60)","Source CRS = WGS 84 (DMH) (CRS code 63266409).
-Latitude = 35°45.153’ N, longitude = 85°12.249’ W
-
-Target CRS in DMSH = WGS 84 (CRS code 4326)
-Latitude = 35°45’09.18”N, longitude = 85°12’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,EPSG,2002-11-22,,1
-9642,Degree representation conversion: HDM to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:
-
-deg decimal degrees
-adeg absolute value of decimal degrees
-ideg integer degrees
-sdeg signed integer degree
-min real-number minutes
-imin integer minutes
-sec real-number seconds
-lathem, lonhem hemisphere abbreviation
-
-
-In this conversion the degree parameters remain unchanged in this conversion (both forward and reverse). The hemisphere parameters retain their values but change their positions in their respective coordinate strings.
-
-Forward calculation from HDM representation to DMSH representation:
-imin = INT(min)
-sec = (min - imin) * 60
-Then reorder fields from hem, ideg, imin, sec to ideg, imin, sec, hem.
-
-Reverse calculation from DMSH representation to HDM representation:
-min = imin + (sec / 60)
-Then re-order fields from ideg, min, hem to hem, ideg, min.","Source CRS = WGS 84 (HDM) (CRS code 63266410).
-Latitude = N35°45.153’, longitude = W85°12.249’
-
-Target CRS in DMSH = WGS 84 (CRS code 4326)
-Latitude = 35°45’09.18”N, longitude = 85°12’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,EPSG,2002-11-22,,1
-9643,Degree representation conversion: DMS to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:
-
-deg decimal degrees
-adeg absolute value of decimal degrees
-ideg integer degrees
-sdeg signed integer degree
-min real-number minutes
-imin integer minutes
-sec real-number seconds
-lathem, lonhem hemisphere abbreviation
-
-
-In this conversion (both forward and reverse) the minute and second parameters remain unchanged.
-
-Forward calculation from DMS representation to DMSH representation:
-
-ideg = ABS(sdeg)
-If lat_sdeg < 0, lathem = S else lathem = N
-If lon_sdeg < 0, lonhem = W else lathem = E
-
-Reverse calculation from DMSH representation to DMS representation:
-sdeg = ideg * H
-where for latitude, H = 1 if lathem = N and H = -1 if lathem = S
-and for longitude H = 1 if lonhem = E and H = -1 if lonhem = W","Source CRS = WGS 84 (DMS) (CRS code 63266411).
-Latitude = 35°45’09.18”, longitude = -85°12’14.94”
-
-Target CRS in DMSH = WGS 84 (CRS code 4326)
-Latitude = 35°45’09.18”N, longitude = 85°12’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,EPSG,2002-11-22,,1
-9644,Degree representation conversion: HDMS to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:
-
-deg decimal degrees
-adeg absolute value of decimal degrees
-ideg integer degrees
-sdeg signed integer degree
-min real-number minutes
-imin integer minutes
-sec real-number seconds
-lathem, lonhem hemisphere abbreviation
-
-
-In this conversion the parameter values remain unchanged but are re-ordered.
-
-For the forward calculation from HDMS representation to DMSH representation, for each of latitude and longitude re-order the fields:
- from hem, ideg, imin, sec
- to ideg, imin, sec, hem
-
-For the reverse calculation from DMSH representation to HDMS representation, for each of latitude and longitude re-order the fields:
- from ideg, imin, sec, hem
- to hem, ideg, imin, sec","Source CRS = WGS 84 (HDMS) (CRS code 63266412).
-Latitude = N35°45’09.18”, longitude = W85°12’14.94”
-
-Target CRS in DMSH = WGS 84 (CRS code 4326)
-Latitude = 35°45’09.18”N, longitude = 85°12’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,EPSG,2002-11-22,,1
-9645,General polynomial of degree 2,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the coordinate values in both the source and the target coordinate reference system to ‘manageable’ numbers, between –10 and +10 at most. This is achieved by working with offsets relative to a central evaluation point, scaled to the desired number range by applying a scaling factor to the coordinate offsets.
-
-Hence an evaluation point is chosen in the source coordinate reference system (XS0, YS0) and in the target coordinate reference system (XT0, YT0). Often these two sets of coordinates do not refer to the same physical point but two points are chosen that have the same coordinate values in both the source and the target coordinate reference system. (When the two points have identical coordinates, these parameters are conveniently eliminated from the formulas, but the general case where the coordinates differ is given here).
-
-The selection of an evaluation point in each of the two coordinate reference systems allows the point coordinates in both to be reduced as follows:
-XS - XS0
-YS - YS0
-and
-XT – XT0
-YT – YT0
-These coordinate differences are expressed in their own unit of measure, which may not be the same as that of the corresponding coordinate reference system. )
-
-A further reduction step is usually necessary to bring these coordinate differences into the desired numerical range by applying a scaling factor to the coordinate differences in order to reduce them to a value range that may be applied to the polynomial formulae below without introducing numerical precision errors:
-
-U = mS.(XS - XS0)
-V = mS.(YS - YS0)
-
-where
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-mS is the scaling factor applied the coordinate differences in the source coordinate reference system.
-
-The normalised coordinates U and V of the point whose coordinates are to be transformed are used as input to the polynomial transformation formula. In order to control the numerical range of the polynomial coefficients An and Bn the output coordinate differences dX and dY are multiplied by a scaling factor, mT.
-
-mT.dX = A0 + A1.U + A2.V + A3.U^2 + A4.U.V + A5.V^2
-
-mT.dY = B0 + B1.U + B2.V + B3.U^2 + B4.U.V + B5.V^2
-
-from which dX and dY are evaluated. These will be in the units of the target coordinate reference system.
-
-The polynomial coefficients are given as parameters of the form Aumvn and Bumvn, where m is the power to which U is raised and n is the power to which V is raised. For example, A3 is represented as coordinate operation parameter Au2v0.
-
-The relationship between the two coordinate reference systems can now be written as follows:
-
- (XT - XT0) = (XS – XS0) + dX
-(YT - YT0) = (YS – YS0) + dY
-or
- XT = XS – XS0 + XT0 + dX
-YT = YS – YS0 + YT0 + dY
-
-where:
-XT , YT are coordinates in the target coordinate reference system,
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system,
-dX, dY are derived through the scaled polynomial formulas.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-12-21,,0
-9646,General polynomial of degree 3,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the coordinate values in both the source and the target coordinate reference system to ‘manageable’ numbers, between –10 and +10 at most. This is achieved by working with offsets relative to a central evaluation point, scaled to the desired number range by applying a scaling factor to the coordinate offsets.
-
-Hence an evaluation point is chosen in the source coordinate reference system (XS0, YS0) and in the target coordinate reference system (XT0, YT0). Often these two sets of coordinates do not refer to the same physical point but two points are chosen that have the same coordinate values in both the source and the target coordinate reference system. (When the two points have identical coordinates, these parameters are conveniently eliminated from the formulas, but the general case where the coordinates differ is given here).
-
-The selection of an evaluation point in each of the two coordinate reference systems allows the point coordinates in both to be reduced as follows:
-XS - XS0
-YS - YS0
-and
-XT – XT0
-YT – YT0
-These coordinate differences are expressed in their own unit of measure, which may not be the same as that of the corresponding coordinate reference system. )
-
-A further reduction step is usually necessary to bring these coordinate differences into the desired numerical range by applying a scaling factor to the coordinate differences in order to reduce them to a value range that may be applied to the polynomial formulae below without introducing numerical precision errors:
-
-U = mS.(XS - XS0)
-V = mS.(YS - YS0)
-
-where
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-mS is the scaling factor applied the coordinate differences in the source coordinate reference system.
-
-The normalised coordinates U and V of the point whose coordinates are to be transformed are used as input to the polynomial transformation formula. In order to control the numerical range of the polynomial coefficients An and Bn the output coordinate differences dX and dY are multiplied by a scaling factor, mT.
-
-mT.dX = A0 + A1.U + A2.V + A3.U^2 + A4.U.V + A5.V^2 + A6.U^3 + A7.U^2.V + A8.U.V^2 + A9.V^3
-
-mT.dY = B0 + B1.U + B2.V + B3.U^2 + B4.U.V + B5.V^2 + B6.U^3 + B7.U^2.V + B8.U.V^2 + B9.V^3
-
-from which dX and dY are evaluated. These will be in the units of the target coordinate reference system.
-
-The polynomial coefficients are given as parameters of the form Aumvn and Bumvn, where m is the power to which U is raised and n is the power to which V is raised. For example, A7 is represented as coordinate operation parameter Au2v1.
-
-The relationship between the two coordinate reference systems can now be written as follows:
-
- (XT - XT0) = (XS – XS0) + dX
-(YT - YT0) = (YS – YS0) + dY
-or
- XT = XS – XS0 + XT0 + dX
-YT = YS – YS0 + YT0 + dY
-
-where:
-XT , YT are coordinates in the target coordinate reference system,
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system,
-dX, dY are derived through the scaled polynomial formulas.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-12-21,,0
-9647,General polynomial of degree 4,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the coordinate values in both the source and the target coordinate reference system to ‘manageable’ numbers, between –10 and +10 at most. This is achieved by working with offsets relative to a central evaluation point, scaled to the desired number range by applying a scaling factor to the coordinate offsets.
-
-Hence an evaluation point is chosen in the source coordinate reference system (XS0, YS0) and in the target coordinate reference system (XT0, YT0). Often these two sets of coordinates do not refer to the same physical point but two points are chosen that have the same coordinate values in both the source and the target coordinate reference system. (When the two points have identical coordinates, these parameters are conveniently eliminated from the formulas, but the general case where the coordinates differ is given here).
-
-The selection of an evaluation point in each of the two coordinate reference systems allows the point coordinates in both to be reduced as follows:
-XS - XS0
-YS - YS0
-and
-XT – XT0
-YT – YT0
-These coordinate differences are expressed in their own unit of measure, which may not be the same as that of the corresponding coordinate reference system. )
-
-A further reduction step is usually necessary to bring these coordinate differences into the desired numerical range by applying a scaling factor to the coordinate differences in order to reduce them to a value range that may be applied to the polynomial formulae below without introducing numerical precision errors:
-
-U = mS.(XS - XS0)
-V = mS.(YS - YS0)
-
-where
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-mS is the scaling factor applied the coordinate differences in the source coordinate reference system.
-
-The normalised coordinates U and V of the point whose coordinates are to be transformed are used as input to the polynomial transformation formula. In order to control the numerical range of the polynomial coefficients An and Bn the output coordinate differences dX and dY are multiplied by a scaling factor, mT.
-
-mT.dX = A0 + A1.U + A2.V + A3.U^2 + A4.U.V + A5.V^2 + A6.U^3 + A7.U^2.V + A8.U.V^2 + A9.V^3
- + A10.U^4 + A11.U^3.V + A12.U^2.V^2 + A13.U.V^3 + A14.V^4
-
-mT.dY = B0 + B1.U + B2.V + B3.U^2 + B4.U.V + B5.V^2 + B6.U^3 + B7.U^2.V + B8.U.V^2 + B9.V^3
- + B10.U^4 + B11.U^3.V + B12.U^2.V^2 + B13.U.V^3 + B14.V^4
-
-from which dX and dY are evaluated. These will be in the units of the target coordinate reference system.
-
-The polynomial coefficients are given as parameters of the form Aumvn and Bumvn, where m is the power to which U is raised and n is the power to which V is raised. For example, A13 is represented as coordinate operation parameter Au1v3.
-
-The relationship between the two coordinate reference systems can now be written as follows:
-
- (XT - XT0) = (XS – XS0) + dX
-(YT - YT0) = (YS – YS0) + dY
-or
- XT = XS – XS0 + XT0 + dX
-YT = YS – YS0 + YT0 + dY
-
-where:
-XT , YT are coordinates in the target coordinate reference system,
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system,
-dX, dY are derived through the scaled polynomial formulas.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-12-21,,0
-9648,General polynomial of degree 6,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as limitations in the transcription will be avoided.
-
-The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the coordinate values in both the source and the target coordinate reference system (CRS) to ‘manageable’ numbers, between –10 and +10 at most. This is achieved by working with offsets relative to a central evaluation point, scaled to the desired number range by applying a scaling factor to the coordinate offsets.
-
-Hence an evaluation point is chosen in the source CRS (XS0, YS0) and in the target CRS (XT0, YT0). Often these two sets of coordinates do not refer to the same physical point but two points are chosen that have the same coordinate values in both the source and the target CRS. (When the two points have identical coordinates, these parameters are conveniently eliminated from the formulas, but the general case where the coordinates differ is given here).
-
-The selection of an evaluation point in each of the two CRSs allows the point coordinates in both to be reduced as follows:
-XS - XS0
-YS - YS0
-and
-XT – XT0
-YT – YT0
-These coordinate differences are expressed in their own unit of measure, which may not be the same as that of the corresponding CRS.)
-
-A further reduction step is usually necessary to bring these coordinate differences into the desired numerical range by applying a scaling factor to the coordinate differences in order to reduce them to a value range that may be applied to the polynomial formulae below without introducing numerical precision errors:
-
-U = mS.(XS - XS0)
-V = mS.(YS - YS0)
-
-where
-XS , YS are coordinates in the source CRS,
-XS0 , YS0 are coordinates of the evaluation point in the source CRS,
-mS is the scaling factor applied the coordinate differences in the source CRS.
-
-The normalised coordinates U and V of the point whose coordinates are to be transformed are used as input to the polynomial transformation formula. In order to control the numerical range of the polynomial coefficients An and Bn the output coordinate differences dX and dY are multiplied by a scaling factor, mT.
-
-mT.dX = A0 + A1.U + A2.V + A3.U^2 + A4.U.V + A5.V^2 + A6.U^3 + A7.U^2.V + A8.U.V^2 + A9.V^3
- + A10.U^4 + A11.U^3.V + A12.U^2.V^2 + A13.U.V^3 + A14.V^4
- + A15.U^5 + A16.U^4.V + A17.U^3.V^2 + A18.U^2.V^3 + A19.U.V^4 + A20.V^5
- + A21.U^6 + A22.U^5.V + A23.U^4.V^2 + A24.U^3.V^3 + A25.U^2.V^4 + A26.U.V^5 + A27.V^6
-
-mT.dY = B0 + B1.U + B2.V + B3.U^2 + B4.U.V + B5.V^2 + B6.U^3 + B7.U^2.V + B8.U.V^2 + B9.V^3
- + B10.U^4 + B11.U^3.V + B12.U^2.V^2 + B13.U.V^3 + B14.V^4
- + B15.U^5 + B16.U^4.V + B17.U^3.V^2 + B18.U^2.V^3 + B19.U.V^4 + B20.V^5
- + B21.U^6 + B22.U^5.V + B23.U^4.V^2 + B24.U^3.V^3 + B25.U^2.V^4 + B26.U.V^5 + B27.V^6
-
-from which dX and dY are evaluated. These will be in the units of the target CRS.
-
-The polynomial coefficients are given as parameters of the form Aumvn and Bumvn, where m is the power to which U is raised and n is the power to which V is raised. For example, A17 is represented as coordinate operation parameter Au3v2.
-
-The relationship between the two CRSs can now be written as follows:
-
- (XT - XT0) = (XS – XS0) + d
-(YT - YT0) = (YS – YS0) + dY
-or
- XT = XS – XS0 + XT0 + d
-YT = YS – YS0 + YT0 + dY
-
-where:
-XT, YT are coordinates in the target CRS,
-XS, YS are coordinates in the source CRS,
-XS0, YS0 are coordinates of the evaluation point in the source CRS,
-XT , YT0 are coordinates of the evaluation point in the target CRS,
-dX, dY are derived through the scaled polynomial formulas.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-12-21,,0
-9649,Reversible polynomial of degree 2,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-See method code 9645 for description of general polynomial formula.
-
-A general polynomial transformation is reversible only when the following conditions are met.
-1. The co-ordinates of source and target evaluation point are (numerically) the same.
-2. The unit of measure of the coordinate differences in source and target coordinate reference system are the same.
-3. The scaling factors applied to source and target coordinate differences are the same.
-4. The spatial variation of the differences between the coordinate reference systems around any given location is sufficiently small.
-
-Clarification on conditions for polynomial reversibility:
-Regarding 1 and 2 - In the reverse transformation the roles of the source and target coordinate reference systems are reversed. Consequently, the co-ordinates of the evaluation point in the source coordinate reference system become those in the target coordinate reference system in the reverse transformation. Usage of the same transformation parameters for the reverse transformation will therefore only be valid if the evaluation point coordinates are numerically the same in source and target coordinate reference system and in the same units. That is, XS0 = XT0 = X0 and YS0 = YT0 = Y0.
-Re 3 - The same holds for the scaling factors of the source and target coordinate differences and for the units of measure of the coordinate differences. That is, mS = mT = m.
-Re 4 - If conditions 1, 2 and 3 are all satisfied it then may be possible to use the forward polynomial algorithm with the forward parameters for the reverse transformation. This is the case if the spatial variations in dX and dY around any given location are sufficiently constant. The signs of the polynomial coefficients are then reversed but the scaling factor and the evaluation point coordinates retain their signs. If these spatial variations in dX and dY are too large, for the reverse transformation iteration would be necessary. It is therefore not the algorithm that determines whether a single step solution is sufficient or whether iteration is required, but the desired accuracy combined with the degree of spatial variability of dX and dY.
-
-An example of a reversible polynomial is transformation is ED50 to ED87 (1) for the North Sea. The suitability of this transformation to be described by a reversible polynomial can easily be explained. In the first place both source and target coordinate reference systems are of type geographic 2D. The typical difference in coordinate values between ED50 and ED87 is in the order of 2 metres (approximately 10E-6 degrees) in the area of application. The polynomial functions are evaluated about central points with coordinates of 55 deg N, 0 deg E in both coordinate reference systems. The reduced coordinate differences (in degrees) are used as input parameters to the polynomial functions. The output coordinate differences are corrections to the input coordinate offsets of about 10E-6 degrees. This difference of several orders of magnitude between input and output values is the property that makes a polynomial function reversible in practice (although not in a formal mathematical sense).
-
-The error made by the polynomial approximation formulas in calculating the reverse correction is of the same order of magnitude as the ratio of output versus input:
-(output error / input error) = ( output valu/ input value) which is approximately 10E-6
-
-As long as the input values (the coordinate offsets from the evaluation point) are orders of magnitude larger than the output (the corrections), and provided the coefficients are used with changed signs, the polynomial transformation may be considered to be reversible.","See Reversible polynomial of degree 4, code 9651, for general methodology.",Reversibility is subject to constraints. See Guidance Note 7 for conditions and clarification.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-12-21,,0
-9650,Reversible polynomial of degree 3,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-See method code 9646 for description of general polynomial formula.
-
-A general polynomial transformation is reversible only when the following conditions are met.
-1. The co-ordinates of source and target evaluation point are (numerically) the same.
-2. The unit of measure of the coordinate differences in source and target coordinate reference system are the same.
-3. The scaling factors applied to source and target coordinate differences are the same.
-4. The spatial variation of the differences between the coordinate reference systems around any given location is sufficiently small.
-
-Clarification on conditions for polynomial reversibility:
-Regarding 1 and 2 - In the reverse transformation the roles of the source and target coordinate reference systems are reversed. Consequently, the co-ordinates of the evaluation point in the source coordinate reference system become those in the target coordinate reference system in the reverse transformation. Usage of the same transformation parameters for the reverse transformation will therefore only be valid if the evaluation point coordinates are numerically the same in source and target coordinate reference system and in the same units. That is, XS0 = XT0 = X0 and YS0 = YT0 = Y0.
-Re 3 - The same holds for the scaling factors of the source and target coordinate differences and for the units of measure of the coordinate differences. That is, mS = mT = m.
-Re 4 - If conditions 1, 2 and 3 are all satisfied it then may be possible to use the forward polynomial algorithm with the forward parameters for the reverse transformation. This is the case if the spatial variations in dX and dY around any given location are sufficiently constant. The signs of the polynomial coefficients are then reversed but the scaling factor and the evaluation point coordinates retain their signs. If these spatial variations in dX and dY are too large, for the reverse transformation iteration would be necessary. It is therefore not the algorithm that determines whether a single step solution is sufficient or whether iteration is required, but the desired accuracy combined with the degree of spatial variability of dX and dY.
-
-An example of a reversible polynomial is transformation is ED50 to ED87 (1) for the North Sea. The suitability of this transformation to be described by a reversible polynomial can easily be explained. In the first place both source and target coordinate reference systems are of type geographic 2D. The typical difference in coordinate values between ED50 and ED87 is in the order of 2 metres (approximately 10E-6 degrees) in the area of application. The polynomial functions are evaluated about central points with coordinates of 55 deg N, 0 deg E in both coordinate reference systems. The reduced coordinate differences (in degrees) are used as input parameters to the polynomial functions. The output coordinate differences are corrections to the input coordinate offsets of about 10E-6 degrees. This difference of several orders of magnitude between input and output values is the property that makes a polynomial function reversible in practice (although not in a formal mathematical sense).
-
-The error made by the polynomial approximation formulas in calculating the reverse correction is of the same order of magnitude as the ratio of output versus input:
-(output error / input error) = ( output valu/ input value) which is approximately 10E-6
-
-As long as the input values (the coordinate offsets from the evaluation point) are orders of magnitude larger than the output (the corrections), and provided the coefficients are used with changed signs, the polynomial transformation may be considered to be reversible.","See Reversible polynomial of degree 4, code 9651, for general methodology.",Reversibility is subject to constraints. See Guidance Note 7 for conditions and clarification.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-12-21,,0
-9651,Reversible polynomial of degree 4,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-See method code 9647 for description of general polynomial formula.
-
-A general polynomial transformation is reversible only when the following conditions are met.
-1. The co-ordinates of source and target evaluation point are (numerically) the same.
-2. The unit of measure of the coordinate differences in source and target coordinate reference system are the same.
-3. The scaling factors applied to source and target coordinate differences are the same.
-4. The spatial variation of the differences between the coordinate reference systems around any given location is sufficiently small.
-
-Clarification on conditions for polynomial reversibility:
-Regarding 1 and 2 - In the reverse transformation the roles of the source and target coordinate reference systems are reversed. Consequently, the co-ordinates of the evaluation point in the source coordinate reference system become those in the target coordinate reference system in the reverse transformation. Usage of the same transformation parameters for the reverse transformation will therefore only be valid if the evaluation point coordinates are numerically the same in source and target coordinate reference system and in the same units. That is, XS0 = XT0 = X0 and YS0 = YT0 = Y0.
-Re 3 - The same holds for the scaling factors of the source and target coordinate differences and for the units of measure of the coordinate differences. That is, mS = mT = m.
-Re 4 - If conditions 1, 2 and 3 are all satisfied it then may be possible to use the forward polynomial algorithm with the forward parameters for the reverse transformation. This is the case if the spatial variations in dX and dY around any given location are sufficiently constant. The signs of the polynomial coefficients are then reversed but the scaling factor and the evaluation point coordinates retain their signs. If these spatial variations in dX and dY are too large, for the reverse transformation iteration would be necessary. It is therefore not the algorithm that determines whether a single step solution is sufficient or whether iteration is required, but the desired accuracy combined with the degree of spatial variability of dX and dY.
-
-An example of a reversible polynomial is transformation is ED50 to ED87 (1) for the North Sea. The suitability of this transformation to be described by a reversible polynomial can easily be explained. In the first place both source and target coordinate reference systems are of type geographic 2D. The typical difference in coordinate values between ED50 and ED87 is in the order of 2 metres (approximately 10E-6 degrees) in the area of application. The polynomial functions are evaluated about central points with coordinates of 55 deg N, 0 deg E in both coordinate reference systems. The reduced coordinate differences (in degrees) are used as input parameters to the polynomial functions. The output coordinate differences are corrections to the input coordinate offsets of about 10E-6 degrees. This difference of several orders of magnitude between input and output values is the property that makes a polynomial function reversible in practice (although not in a formal mathematical sense).
-
-The error made by the polynomial approximation formulas in calculating the reverse correction is of the same order of magnitude as the ratio of output versus input:
-(output error / input error) = ( output valu/ input value) which is approximately 10E-6
-
-As long as the input values (the coordinate offsets from the evaluation point) are orders of magnitude larger than the output (the corrections), and provided the coefficients are used with changed signs, the polynomial transformation may be considered to be reversible.","For geodetic transformation ED50 to ED87 (1)
-
-Offset unit: degree
-Ordinate 1 of evaluation point X0 = 55° 00' 00.000""N = +55 degrees
-Ordinate 2 of evaluation point Y0 = 0° 00' 00.000""E = +0 degrees
-
-Parameters:
-A0 = -5.56098E-06 A1 = -1.55391E-06 ... A14 = -4.01383E-09
-B0 = +1.48944E-05 B2 = +2.68191E-05 ... B14 = +7.62236E-09
-
-Forward calculation for:
-ED50 Latitude = Xs =52* 30’30""N = +52.508333333 degrees
-ED50 Longitude = Ys = 2*E= +2.0 degrees
-
-U = XS - X0 = * ED50 - X0 = 52.508333333 - 55.0 = -2.491666667 degrees
-V = YS - Y0 = * ED50 - Y0 = 2.0 - 0.0 = 2.0 degrees
-
-dX = A0 + A1.U + ... + A14.V4
- = -5.56098E-06 + (-1.55391E-06 * -2.491666667) + ... + (-4.01383E-09 * 2.0^4)
- = -3.12958E-06 degrees
-
-dY = B0 + B1.U + ... + B14.V4
- = +1.48944E-05 + (2.68191E-05 * -2.491666667) + ... + (7.62236E-09 * 2.0^4)
- = +9.80126E-06 degrees
-
-Then ED87 Latitude = XT = XS + dX
- = 52.508333333 - 3.12958E-06 degrees
- = 52* 30’ 29.9887"" N
-
-ED87 Longitude = YT = YS + dY
- = 2* 00’ 00.0353"" E
-
-
-Reverse calculation for transformation ED50 to ED87 (1).
-The transformation method for the ED50 to ED87 (1) transformation, 4th-order reversible polynomial, is reversible. The same formulas may be applied for the reverse calculation, but coefficients A0 through A14 and B0 through B14 are applied with reversal of their signs. Sign reversal is not applied to the coordinates of the evaluation point. Thus:
-Ordinate 1 of evaluation point X0 = 55° 00' 00.000""N = +55 degrees
-Ordinate 2 of evaluation point Y0 = 0° 00' 00.000""E = +0 degrees
-A0 = +5.56098E-06 A1 = +1.55391E-06 ... A14 = +4.01383E-09
-B0 = -1.48944E-05 B1 = -2.68191E-05 ... B14 = -7.62236E-09
-
-Reverse calculation for:
-ED87 Latitude = XS = 52° 30’29.9887""N = +52.5083301944 degrees
-ED87 Longitude = YS = 2° 00’ 00.0353"" E = +2.0000098055 degrees
-
-U = 52.5083301944 - 55.0 = -2.4916698056 degrees
-V = 2.0000098055 - 0.0 = 2.0000098055 degrees
-
-dX = A0 + A1.U + ... + A14.V4
- = +5.56098E-06 + (1.55391E-06 * -2.491666667) + ... + (4.01383E-09 * 2.0000098055^4)
- = +3.12957E-06 degrees
-
-dY = B0 + B1.U + ... + B14.V4
- = -1.48944E-05 + (-2.68191E-05 * -2.491666667) + ... + (-7.62236E-09 * 2.0000098055^4)
- = -9.80124E-06 degrees
-
-Then ED50 Latitude = XT = XS + dX
- = 52.5083301944 + 3.12957E-06 degrees
- = 52° 30’ 30.000"" N
-
-ED50 Longitude = YT = YS + dY
- = 2° 00’ 00.000"" E",Reversibility is subject to constraints. See Guidance Note 7 for conditions and clarification.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-12-21,,0
-9652,Complex polynomial of degree 3,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The relationship between two projected coordinate reference systems may be approximated more elegantly by a single polynomial regression formula written in terms of complex numbers. The advantage is that the dependence between the ‘A’ and ‘B’ coefficients (for U and V) is taken into account in the formula, resulting in fewer coefficients for the same order polynomial. A third-order polynomial in complex numbers is used in Belgium.
-
-mT.(dX + i. dY) = (A1 + i. A2).(U + i.V) + (A3 + i. A4).(U + i.V)^2 + (A5 + i. A6).(U + i.V)^3
-
-where U = mS.(XS - XS0)
- V = mS.(YS - YS0)
-and mS, mT are the scaling factors for the coordinate differences in the source and target coordinate reference systems.
-
-The polynomial to degree 4 can alternatively be expressed in matrix form.
-
-Then
-XT = XS - XS0 + XT0 + dX
-YT = YS - YS0 + YT0 + dY
-
-where
-XT , YT are coordinates in the target coordinate reference system,
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.
-
-Note that the zero order coefficients of the general polynomial, A0 and B0, have apparently disappeared. In reality they are absorbed by the different coordinates of the source and of the target evaluation point, which in this case, are numerically very different because of the use of two different projected coordinate reference systems for source and target.
-
-The transformation parameter values (the coefficients) are not reversible. For the reverse transformation a different set of parameter values are required, used within the same formulas as the forward direction.","For transformation Belge Lambert 72 to ED50 / UTM zone 31N,
-
-Eo1 = 0
-No1 = 0
-Eo2 = 449681.702
-No2 = 5460505.326
-A1 = -71.3747
-A2 = 1858.8407
-A3 = -5.4504
-A4 = -16.9681
-A5 = 4.0783
-A6 = 0.2193
-
-For source coordinate system E1=200000 N1=100000, then
-E2 = 647737.377 N2 = 5564124.227.",Coordinate pairs treated as complex numbers. This exploits the correlation between the polynomial coefficients and leads to a smaller number of coefficients than the general polynomial of degree 3.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-12-21,,0
-9653,Complex polynomial of degree 4,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The relationship between two projected coordinate reference systems may be approximated more elegantly by a single polynomial regression formula written in terms of complex numbers. The advantage is that the dependence between the ‘A’ and ‘B’ coefficients (for U and V) is taken into account in the formula, resulting in fewer coefficients for the same order polynomial. A fourth-order polynomial in complex numbers is used in The Netherlands for transforming coordinates referenced to the Amersfoort / RD system to and from ED50 / UTM.
-
-mT.(dX + i. dY) = (A1 + i. A2).(U + i.V) + (A3 + i. A4).(U + i.V)^2 + (A5 + i. A6).(U + i.V)^3 + (A7 + i.A8).(U + i.V)^4
-
-where U = mS.(XS - XS0)
- V = mS.(YS - YS0)
-and mS, mT are the scaling factors for the coordinate differences in the source and target coordinate reference systems.
-
-The polynomial to degree 4 can alternatively be expressed in matrix form.
-
-Then
-XT = XS - XS0 + XT0 + dX
-YT = YS - YS0 + YT0 + dY
-
-where
-XT , YT are coordinates in the target coordinate reference system,
-XS , YS are coordinates in the source coordinate reference system,
-XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,
-XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.
-
-Note that the zero order coefficients of the general polynomial, A0 and B0, have apparently disappeared. In reality they are absorbed by the different coordinates of the source and of the target evaluation point, which in this case, are numerically very different because of the use of two different projected coordinate reference systems for source and target.
-
-The transformation parameter values (the coefficients) are not reversible. For the reverse transformation a different set of parameter values are required, used within the same formulas as the forward direction.","For transformation RD / Netherlands New to ED50 / UTM zone 31N,
-
-Eo1 = 155000
-No1 = 463000
-Eo2 = 663395.607
-No2 = 5781194.380
-A1 = -51.681
-A2 = 3290.525
-A3 = 20.172
-A4 = 1.133
-A5 = 2.075
-A6 = 0.251
-A7 = 0.075
-A8 = -0.012
-
-For source coordinate system E1=200000 N1=500000, then
-E2 =707155.557 N2 = 5819663.128.",Coordinate pairs treated as complex numbers. This exploits the correlation between the polynomial coefficients and leads to a smaller number of coefficients than the general polynomial of degree 4.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-12-21,,0
-9654,Reversible polynomial of degree 13,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-See method code 9648 for description of general polynomial formula.
-
-A general polynomial transformation is reversible only when the following conditions are met.
-1. The co-ordinates of source and target evaluation point are (numerically) the same.
-2. The unit of measure of the coordinate differences in source and target coordinate reference system are the same.
-3. The scaling factors applied to source and target coordinate differences are the same.
-4. The spatial variation of the differences between the coordinate reference systems around any given location is sufficiently small.
-
-Clarification on conditions for polynomial reversibility:
-Regarding 1 and 2 - In the reverse transformation the roles of the source and target coordinate reference systems are reversed. Consequently, the co-ordinates of the evaluation point in the source coordinate reference system become those in the target coordinate reference system in the reverse transformation. Usage of the same transformation parameters for the reverse transformation will therefore only be valid if the evaluation point coordinates are numerically the same in source and target coordinate reference system and in the same units. That is, XS0 = XT0 = X0 and YS0 = YT0 = Y0.
-Re 3 - The same holds for the scaling factors of the source and target coordinate differences and for the units of measure of the coordinate differences. That is, mS = mT = m.
-Re 4 - If conditions 1, 2 and 3 are all satisfied it then may be possible to use the forward polynomial algorithm with the forward parameters for the reverse transformation. This is the case if the spatial variations in dX and dY around any given location are sufficiently constant. The signs of the polynomial coefficients are then reversed but the scaling factor and the evaluation point coordinates retain their signs. If these spatial variations in dX and dY are too large, for the reverse transformation iteration would be necessary. It is therefore not the algorithm that determines whether a single step solution is sufficient or whether iteration is required, but the desired accuracy combined with the degree of spatial variability of dX and dY.
-
-An example of a reversible polynomial is transformation is ED50 to ED87 (1) for the North Sea. The suitability of this transformation to be described by a reversible polynomial can easily be explained. In the first place both source and target coordinate reference systems are of type geographic 2D. The typical difference in coordinate values between ED50 and ED87 is in the order of 2 metres (approximately 10E-6 degrees) in the area of application. The polynomial functions are evaluated about central points with coordinates of 55 deg N, 0 deg E in both coordinate reference systems. The reduced coordinate differences (in degrees) are used as input parameters to the polynomial functions. The output coordinate differences are corrections to the input coordinate offsets of about 10E-6 degrees. This difference of several orders of magnitude between input and output values is the property that makes a polynomial function reversible in practice (although not in a formal mathematical sense).
-
-The error made by the polynomial approximation formulas in calculating the reverse correction is of the same order of magnitude as the ratio of output versus input:
-(output error / input error) = ( output valu/ input value) which is approximately 10E-6
-
-As long as the input values (the coordinate offsets from the evaluation point) are orders of magnitude larger than the output (the corrections), and provided the coefficients are used with changed signs, the polynomial transformation may be considered to be reversible.","See Reversible polynomial of degree 4, code 9651, for general methodology.",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2003-09-22,,0
-9655,France geocentric interpolation,1,The transformation is made in the geocentric domain using the geocentric translations method (code 9603). However the translation parameter values are derived by bilinear interpolation in a gridded data set. The arguments in accessing the grid are geodetic latitude and longitude of the source coordinate reference system. The method is reversible but the interpolation is iterative In the reverse direction.,See information source.,,"IGN document NTG_88.pdf, ""Grille de parametres de transformation de coordonnees"". http://www.ign.fr",EPSG,2004-03-15,,0
-9656,Cartesian Grid Offsets,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-Easting_T = Easting_S + easting_offset
-Northing_T = Northingn_S + northing_offset.",(none),This transformation allows calculation of coordinates in the target system by adding the parameter value to the coordinate values of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-14,,0
-9657,Vertical Offset and Slope,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-In Europe, national height systems are related to the pan-European height system through three transformation parameters and the formula:
-
-Ht = Hs + A + [IncLat * rhoO * (Lat – LatO)] + [IncLong * nuO * (Long – LongO) * cos(Lat)]
-
-where
-Ht = gravity-related height value in the target vertical coordinate reference system.
-Hs = gravity-related height value in the source vertical coordinate reference system.
-A is the value of the vertical offset to be applied.
-IncLat is the value in radians of the inclination parameter in the latitude domain, i.e. in the plane of the meridian, derived at an evaluation point with coordinates of LatO , LongO.
-IncLon is the value of the inclination parameter in the longitude domain, i.e. perpendicular to the plane of the meridian.
-rhoO is the radius of curvature of the meridian at latitude LatO, where rhoO = a(1 – e^2)/(1 – e^2 * sin^2(LatO))^1.5
-nuO is the radius of curvature on the prime vertical (i.e. perpendicular to the meridian) at latitude LatO, wh ere nuO = a /(1 – e^2 * sin^2(LatO))^0.5
-Lat , Long are the horizontal coordinates of the point in the ETRS89 coordinate reference system, in radians.
-LatO , LongO are the coordinates of the evaluation point in the ETRS89 coordinate reference system, in radians.
-
-The horizontal location of the point must always be given in ETRS89 terms. Care is required where compound coordinate reference systems are in use: if the horizontal coordinates of the point are known in the local CRS they must first be transformed to ETRS89 values. The method is reversible.","For coordinate transformation LN02 to EVRF2000 (1)
-
-Ordinate 1 of evaluation point: 46deg 55min N = 0.818850307 radians
-Ordinate 2 of evaluation point: 8deg 11min E of Greenwich = 0.142826110 radians
-Transformation Parameters:
-A = -0.245m
-IncLat = -0.210"" = -0.000001018 radians
-IncLong = -0.032"" = -0.000000155 radians
-
-Consider a point having a gravity-related height in the LN02 system (Hs) of 473.0m and with horizontal coordinates in the ETRS89 geographical coordinate reference system of:
-ETRS89 latitude: 47deg 20 min N = 0.826122513 radians
-ETRS89 longitude: 9 deg 40min E of Greenwich = 0.168715161 radians
-
-Then rhoO = 6369526.88 m
-IncLat term = -0.047 m
-nuO = 6389555.64 m
-incLong term = -0.017 m
-whence EVRF2000 height (Ht) = 473.0 +(-0.245) + (-0.047) + (-0.017) = 472.690 m.",This transformation allows calculation of height in the target system by applying the parameter values to the height value of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-14,,0
-9658,VERTCON,1,See information source.,See information source.,Geodetic transformation operating on geographic coordinate differences by bi-linear interpolation. Input expects longitudes to be positive west.,US National Geodetic Survey - http://www.ngs.noaa.gov,EPSG,2004-04-27,,0
-9659,Geographic3D to 2D conversion,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The forward case is trivial. A 3-dimensional geographic coordinate reference system comprising of geodetic latitude, geodetic longitude and ellipsoidal height is converted to its 2-dimensional subset by the simple expedient of dropping the height.
-
-The reverse conversion, from 2D to 3D, is indeterminate. It is however a requirement when a geographic 2D coordinate reference system is to be transformed using a geocentric method which is 3-dimensional. In practice an artificial ellipsoidal height is created and appended to the geographic 2D coordinate reference system to create a geographic 3D coordinate reference system referenced to the same geodetic datum. The assumed ellipsoidal height is usually either set to the gravity-related height of a position in a compound coordinate reference system, or set to zero. As long as the height chosen is within a few kilometres of sea level, no error will be induced into the horizontal position resulting from the later geocentric transformation; the vertical coordinate will however be meaningless.",(none),This is a parameter-less conversion.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-27,,0
-9660,Geographic3D offsets,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-Lat_T = Lat_S + latitude_offset
-Lon_T = Lon_S + longitude_offset
-EllipsoidHeight_T = EllipsoidHeight_S + ellipsoid_height_offset.",(none),This transformation allows calculation of coordinates in the target system by adding the parameter value to the coordinate values of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-27,,0
-9661,Geographic3D to GravityRelatedHeight (EGM),0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-This is a complex, multi-step transformation, involving the application of a geoid height difference interpolated at a point in a ""geoid model"". The geoid model should be available as a regular grid of latitude and longitude with the height of the geoid above the ellipsoid at each grid node. Only the height is affected by this transformation; the geodetic latitude and longitude are not.
-
-The transformation involves the following sequence of steps:
-· Selection of a subset of the geoid file covering the extent of the points to be transformed.
-· If the geoid file is not based on the source or target CRS, it needs to be transformed first. This involves transformation of the chosen subset of the geoid file from its orignal Geographic 3D CRS to the Geographic 3D CRS that is the source or the target of this transformation.
-· Calculation of the height of the geoid above the ellipsoid (""geoid undulation"") at the relevant point(s). This is achieved through a bi-linear interpolation of the geoid undulation, using the latitude and longitude to locate the point in the sub-grid. This step results in the height of the geoid above the ellipsoid (N) of the Geographic 3D CRS, whether source or target.
-· At each point, the application of the calculated geoid undulation to the height to be transformed.
-
-H=h-N for Geographic3D to Geographic2D+GravityRelatedHeight
-
-h=H+N for Geographic2D+GravityRelatedHeight to Geographic3D
-
-where h = the ellipsoidal height (height above the ellipsoid in a geographic 3D CRS)
-and H = the Gravity-Related Height component of the compound CRS.",(none),"Transformation of the vertical component of a Geographic 3D CRS to a Vertical CRS, or vice versa. The Geographic 3D and the Geographic 2D CRS must be based on the 3D.","EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-27,,0
-9662,Geographic3D to GravityRelatedHeight (Ausgeoid98),0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-This is a complex, multi-step transformation, involving the application of a geoid height difference interpolated at a point in a ""geoid model"". The geoid model should be available as a regular grid of latitude and longitude with the height of the geoid above the ellipsoid at each grid node. Only the height is affected by this transformation; the geodetic latitude and longitude are not.
-
-The transformation involves the following sequence of steps:
-· Selection of a subset of the geoid file covering the extent of the points to be transformed.
-· If the geoid file is not based on the source or target CRS, it needs to be transformed first. This involves transformation of the chosen subset of the geoid file from its orignal Geographic 3D CRS to the Geographic 3D CRS that is the source or the target of this transformation.
-· Calculation of the height of the geoid above the ellipsoid (""geoid undulation"") at the relevant point(s). This is achieved through a bi-linear interpolation of the geoid undulation, using the latitude and longitude to locate the point in the sub-grid. This step results in the height of the geoid above the ellipsoid (N) of the Geographic 3D CRS, whether source or target.
-· At each point, the application of the calculated geoid undulation to the height to be transformed.
-
-H=h-N for Geographic3D to Geographic2D+GravityRelatedHeight
-
-h=H+N for Geographic2D+GravityRelatedHeight to Geographic3D
-
-where h = the ellipsoidal height (height above the ellipsoid in a geographic 3D CRS)
-and H = the Gravity-Related Height component of the compound CRS.",(none),"Transformation of the vertical component of a Geographic 3D CRS to a Vertical CRS, or vice versa. The Geographic 3D and the Geographic 2D CRS must be based on the 3D.","EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-27,,0
-9663,Geographic3D to GravityRelatedHeight (OSGM02),0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-This is a complex, multi-step transformation, involving the application of a geoid height difference interpolated at a point in a ""geoid model"". The geoid model should be available as a regular grid of latitude and longitude with the height of the geoid above the ellipsoid at each grid node. Only the height is affected by this transformation; the geodetic latitude and longitude are not.
-
-The transformation involves the following sequence of steps:
-· Selection of a subset of the geoid file covering the extent of the points to be transformed.
-· If the geoid file is not based on the source or target CRS, it needs to be transformed first. This involves transformation of the chosen subset of the geoid file from its orignal Geographic 3D CRS to the Geographic 3D CRS that is the source or the target of this transformation.
-· Calculation of the height of the geoid above the ellipsoid (""geoid undulation"") at the relevant point(s). This is achieved through a bi-linear interpolation of the geoid undulation, using the latitude and longitude to locate the point in the sub-grid. This step results in the height of the geoid above the ellipsoid (N) of the Geographic 3D CRS, whether source or target.
-· At each point, the application of the calculated geoid undulation to the height to be transformed.
-
-H=h-N for Geographic3D to Geographic2D+GravityRelatedHeight
-
-h=H+N for Geographic2D+GravityRelatedHeight to Geographic3D
-
-where h = the ellipsoidal height (height above the ellipsoid in a geographic 3D CRS)
-and H = the Gravity-Related Height component of the compound CRS.",(none),"Transformation of the vertical component of a Geographic 3D CRS to a Vertical CRS, or vice versa. The Geographic 3D and the Geographic 2D CRS must be based on the 3D.","EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-27,,0
-9664,Geographic3D to GravityRelatedHeight (IGN),0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-This is a complex, multi-step transformation, involving the application of a geoid height difference interpolated at a point in a ""geoid model"". The geoid model should be available as a regular grid of latitude and longitude with the height of the geoid above the ellipsoid at each grid node. Only the height is affected by this transformation; the geodetic latitude and longitude are not.
-
-The transformation involves the following sequence of steps:
-· Selection of a subset of the geoid file covering the extent of the points to be transformed.
-· If the geoid file is not based on the source or target CRS, it needs to be transformed first. This involves transformation of the chosen subset of the geoid file from its orignal Geographic 3D CRS to the Geographic 3D CRS that is the source or the target of this transformation.
-· Calculation of the height of the geoid above the ellipsoid (""geoid undulation"") at the relevant point(s). This is achieved through a bi-linear interpolation of the geoid undulation, using the latitude and longitude to locate the point in the sub-grid. This step results in the height of the geoid above the ellipsoid (N) of the Geographic 3D CRS, whether source or target.
-· At each point, the application of the calculated geoid undulation to the height to be transformed.
-
-H=h-N for Geographic3D to Geographic2D+GravityRelatedHeight
-
-h=H+N for Geographic2D+GravityRelatedHeight to Geographic3D
-
-where h = the ellipsoidal height (height above the ellipsoid in a geographic 3D CRS)
-and H = the Gravity-Related Height component of the compound CRS.",(none),"Transformation of the vertical component of a Geographic 3D CRS to a Vertical CRS, or vice versa. The Geographic 3D and the Geographic 2D CRS must be based on the 3D.","EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-27,,0
-9665,Geographic3D to GravityRelatedHeight (US),0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-This is a complex, multi-step transformation, involving the application of a geoid height difference interpolated at a point in a ""geoid model"". The geoid model should be available as a regular grid of latitude and longitude with the height of the geoid above the ellipsoid at each grid node. Only the height is affected by this transformation; the geodetic latitude and longitude are not.
-
-The transformation involves the following sequence of steps:
-· Selection of a subset of the geoid file covering the extent of the points to be transformed.
-· If the geoid file is not based on the source or target CRS, it needs to be transformed first. This involves transformation of the chosen subset of the geoid file from its orignal Geographic 3D CRS to the Geographic 3D CRS that is the source or the target of this transformation.
-· Calculation of the height of the geoid above the ellipsoid (""geoid undulation"") at the relevant point(s). This is achieved through a bi-linear interpolation of the geoid undulation, using the latitude and longitude to locate the point in the sub-grid. This step results in the height of the geoid above the ellipsoid (N) of the Geographic 3D CRS, whether source or target.
-· At each point, the application of the calculated geoid undulation to the height to be transformed.
-
-H=h-N for Geographic3D to Geographic2D+GravityRelatedHeight
-
-h=H+N for Geographic2D+GravityRelatedHeight to Geographic3D
-
-where h = the ellipsoidal height (height above the ellipsoid in a geographic 3D CRS)
-and H = the Gravity-Related Height component of the compound CRS.",(none),"Transformation of the vertical component of a Geographic 3D CRS to a Vertical CRS, or vice versa. The Geographic 3D and the Geographic 2D CRS must be based on the 3D.","EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-04-27,,0
-9666,UKOOA P6 seismic bin grid transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-XT = XT0 + XS . k . dSX . cos q + YS . k . dSY . sin q
-YT = YT0 – XS . k . dSX . sin q + YS . k . dSY . cos q
-
-where:
-
-XT0 ,YT0 = the coordinates of the origin point of the source coordinate reference system, expressed in the target coordinate reference system;
-dSX , dSY = the length of one unit of the source axis, expressed in units of the target axis, for the X axes and the Y- axes respectively;
-k = point scale factor of the target coordinate reference system in a chosen reference point;
-q = the angle through which the source coordinate reference system axes must be rotated to coincide with the target coordinate refderence system axes (counter-clockwise is positive). Alternatively, the bearing (clockwise positive) of the source coordinate reference system Y-axis measured relative to target coordinate reference system north.","This example is given in the UKOOA P6/98 document. Source coordinate reference system: imaginary 3D seismic acquisition bin grid. The two axes are orthogonal, but the bin width on the I-axis (XS axis) is 25 metres, whilst the bin width on the J-axis (YS axis) is 12.5 metres. The origin of the grid has bin values of 1,1.
-
-The target coordinate reference system is a projected CRS (WGS 84 / UTM Zone 31N) upon which the origin of the bin grid is defined at E = 456781.0, N = 5836723.0. The projected coordinate reference system point scale factor at the bin grid origin is 0.99984.
-
-In the map grid (target CRS), the bearing of the bin grid (source CRS) I and J axes are 110deg and 20deg respectively. Thus the angle through which the bin grid axes need to be rotated to coincide with the map grid axes is +20 degrees.
-
-The transformation parameter values are:
-
-Parameter Parameter value
-Bin grid origin 1
-Bin grid origin 1
-Bin grid origin Easting 456781.00 m
-Bin grid origin Northing 5836723.00 m
-Scale factor of bin grid 0.99984
-Bin Width on I-axis 25 m
-Bin Width on J-axis 12.5 m
-Map grid bearing of bin grid J-axis 20 deg
-Bin node increment on I-axis 1
-Bin node increment on J-axis 1
-
-
-Forward calculation for centre of bin with coordinates: I = 300, J = 247:
-XT = Easting = XTO + [(XS – XSO) * cos q * k * MX / IncSX] + [(YS – YSO) * sin q * k * MY / IncSY]
-= 456781.000 + 7023.078 + 1051.544
-= 464855.62 m.
-
-YT = Northing = YTO – [(XS – XSO) * sin q * k * MX / IncSX] + [(YS – YSO) * cos q * k * MY / IncSY]
-= 5836723.000 - 2556.192 + 2889.092
-= 5837055.90 m.
-
-Reverse calculation for this point 464 855.62mE, 5 837 055.90mN:
-XS = {[( XT – XTO) * cos q – (YT – YTO) * sin q ] * [IncSX / (k * MX)]} + XSO
-= 300 bins,
-
-YS = {[(XT – XTO) * sin q + (YT – YTO) * cos q] * [IncSY / (k * MY)]} + YSO
-= 247 bins",,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",EPSG,2005-08-25,,0
-9801,Lambert Conic Conformal (1SP),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-To derive the projected Easting and Northing coordinates of a point with geographical coordinates (lat,lon) the formulas for the one standard parallel case are:
-
-E = FE + r sin(theta)
-N = FN + r0 - r cos(theta)
-where
-n = sin lat0
-r = a F t^n k0 for r0, and r
-m = cos(lat)/(1 - e^2 sin^2(lat))^0.5 for m0, lat0, and m2, lat2 where lat1 and lat2 are the latitudes of the standard parallels.
-t = tan(pi/4 - lat/2)/[(1 - e sin(lat))/(1 + e sin(lat))]^(e/2) for t0 and t using lat0 and lat respectively.
-F = m0/(n t1^n)
-theta = n(lon - lon0)
-
-The reverse formulas to derive the latitude and longitude of a point from its Easting and Northing values are:
-
-lat = pi/2 - 2arctan{t'[(1 - esin(lat))/(1 + esin(lat))]^(e/2)}
-lon = theta'/n +lon0
-where
-theta' = arctan[(E - FE)/{r0 -(N - FN)}]
-r' = +/-[(E - FE)^2 + {r0 - (N - FN)}^2]^0.5 taking the sign of n
-t' = (r'/(a k0 F))^(1/n)
-and n, F, and rF are derived as for the forward calculation.","For Projected Coordinate System JAD69 / Jamaica National Grid
-
-Parameters:
-Ellipsoid: Clarke 1866, a = 6378206.400 m., 1/f = 294.97870
- then e = 0.08227185 and e^2 = 0.00676866
-
-Latitude Natural Origin 18°00'00""N = 0.31415927 rad
-Longitude Natural Origin 77°00'00""W = -1.34390352 rad
-Scale factor at origin 1.000000
-False Eastings FE 250000.00 m
-False Northings FN 150000.00 m
-
-Forward calculation for:
-Latitude: 17°55'55.80""N = 0.31297535 rad
-Longitude: 76°56'37.26""W = -1.34292061 rad
-first gives
-m0 = 0.95136402 t0 = 0.72806411
-F = 3.39591092 n = 0.30901699
-r = 19643955.26 r0 = 19636447.86
-theta = 0.00030374 t = 0.728965259
-
-Then Easting E = 255966.58 m
- Northing N = 142493.51 m
-
-Reverse calculation for the same easting and northing first gives
-
-theta' = 0.000303736
-t' = 0.728965259
-m0 = 0.95136402
-r' = 19643955.26
-
-Then Latitude = 17°55'55.800""N
- Longitude = 76°56'37.260""W",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2001-06-05,2001.08,0
-9802,Lambert Conic Conformal (2SP),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-To derive the projected Easting and Northing coordinates of a point with geographical coordinates (lat,lon) the formulas for the one standard parallel case are:
-
-E = EF + r sin(theta)
-N = NF + rF - r cos(theta)
-where
-m = cos(lat)/(1 - e^2 sin^2(lat))^0.5 for m1, lat1, and m2, lat2 where lat1 and lat2 are the latitudes of the standard parallels.
-t = tan(pi/4 - lat/2)/[(1 - e sin(lat))/(1 + e sin(lat))]^(e/2) for t1, t2, tF and t using lat1, lat2, latF and lat respectively.
-n = (loge(m1) - loge(m2))/(loge(t1) - loge(t2))
-F = m1/(n t1^n)
-r = a F t^n for rF and r, where rF is the radius of the parallel of latitude of the false origin.
-theta = n(lon - lon0)
-
-The reverse formulas to derive the latitude and longitude of a point from its Easting and Northing values are:
-
-lat = pi/2 - 2arctan{t'[(1 - esin(lat))/(1 + esin(lat))]^(e/2)}
-lon = theta'/n +lon0
-where
-r' = +/-[(E - EF)^2 + {rF - (N - NF)}^2]^0.5 , taking the sign of n
-t' = (r'/(aF))^(1/n)
-theta' = arctan [(E- EF)/(rF - (N- NF))]
-and n, F, and rF are derived as for the forward calculation.","For Projected Coordinate System NAD27 / Texas South Central
-
-Parameters:
-Ellipsoid Clarke 1866, a = 6378206.400 metres = 20925832.16 US survey feet
- 1/f = 294.97870
-then e = 0.08227185 and e^2 = 0.00676866
-
-First Standard Parallel 28°23'00""N = 0.49538262 rad
-Second Standard Parallel 30°17'00""N = 0.52854388 rad
-Latitude False Origin 27°50'00""N = 0.48578331 rad
-Longitude False Origin 99°00'00""W = -1.72787596 rad
-Easting at false origin 2000000.00 US survey feet
-Northing at false origin 0.00 US survey feet
-
-Forward calculation for:
-Latitude 28°30'00.00""N = 0.49741884 rad
-Longitude 96°00'00.00""W = -1.67551608 rad
-
-first gives :
-m1 = 0.88046050 m2 = 0.86428642
-t = 0.59686306 tF = 0.60475101
-t1 = 0.59823957 t2 = 0.57602212
-n = 0.48991263 F = 2.31154807
-r = 37565039.86 rF = 37807441.20
-theta = 0.02565177
-
-Then Easting E = 2963503.91 US survey feet
- Northing N = 254759.80 US survey feet
-
-Reverse calculation for same easting and northing first gives:
-theta' = 0.025651765 r' = 37565039.86
-t' = 0.59686306
-
-Then Latitude = 28°30'00.000""N
- Longitude = 96°00'00.000""W",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2001-06-05,99.281 2001.08,0
-9803,Lambert Conic Conformal (2SP Belgium),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-For the Lambert Conic Conformal (2 SP Belgium), the formulas for the regular two standard parallel case (coordinate operation method code 9802) are used except for:
-
-Easting, E = EF + r sin (theta - alpha)
-Northing, N = NF + rF - r cos (theta - alpha)
-
-and for the reverse formulas
-lon = ((theta' + alpha)/n) +lon0
-where alpha = 29.2985 seconds.","For Projected Coordinate System Belge 1972 / Belge Lambert 72
-
-Parameters:
-Ellipsoid International 1924, a = 6378388 metres
- 1/f = 297
-then e = 0.08199189 and e^2 = 0.006722670
-
-First Standard Parallel 49°50'00""N = 0.86975574 rad
-Second Standard Parallel 51°10'00""N = 0.89302680 rad
-Latitude False Origin 90°00'00""N = 1.57079633 rad
-Longitude False Origin 4°21'24.983""E = 0.07604294 rad
-Easting at false origin EF 150000.01 metres
-Northing at false origin NF 5400088.44 metres
-
-Forward calculation for:
-Latitude 50°40'46.461""N = 0.88452540 rad
-Longitude 5°48'26.533""E = 0.10135773 rad
-
-first gives :
-m1 = 0.64628304 m2 = 0.62834001
-t = 0.59686306 tF = 0.00000000
-t1 = 0.36750382 t2 = 0.35433583
-n = 0.77164219 F = 1.81329763
-r = 37565039.86 rF = 0.00
-alpha = 0.00014204 theta = 0.01953396
-
-Then Easting E = 251763.20 metres
- Northing N = 153034.13 metres
-
-Reverse calculation for same easting and northing first gives:
-theta' = 0.01939192 r' = 548041.03
-t' = 0.35913403
-Then Latitude = 50°40'46.461""N
- Longitude = 5°48'26.533""E",In 2000 this modification was replaced through use of the regular Lambert Conic Conformal (2SP) method [9802] with appropriately modified parameter values.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,1999-04-22,99.281,0
-9804,Mercator (1SP),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The formulas to derive projected Easting and Northing coordinates are:
-
-E = FE + a*k0(lon - lon0)
-N = FN + a*k0* ln{tan(pi/4 + lat/2)[(1 - esin(lat))/(1 + esin(lat))]^e/2} where symbols are as listed above and logarithms are natural.
-
-The reverse formulas to derive latitude and longitude from E and N values are:
-
-lat = chi + (esq/2 + 5e^4/24 + e^6/12 + 13e^8/360) sin(2chi)
-+ (7e^4/48 + 29e^6/240 + 811e^8/11520) sin(4chi)
-+ (7e^6/120 + 81e^8/1120) sin(6chi) + (4279e^8/161280) sin(8chi)
-
-where chi = pi/2 - 2 arctan t
-t = B^((FN-N)/(a*k0))
-B = base of the natural logarithm, 2.7182818...
-and for the 2 SP Case, k0 is calculated as for the forward transformation above.
-lon = ((E - FE)/(a*k0)) + lon0","For Projected Coordinate System Makassar / NEIEZ
-
-Parameters:
-Ellipsoid Bessel 1841 a = 6377397.155 m 1/f = 299.15281
-then e = 0.08169683
-
-Latitude Natural Origin 00°00'00""N = 0.0000000 rad
-Longitude Natural Origin 110°00'00""E = 1.91986218 rad
-Scale factor ko 0.997
-False Eastings FE 3900000.00 m
-False Northings FN 900000.00 m
-
-Forward calculation for:
-Latitude 3°00'00.00""S = -0.05235988 rad
-Longitude 120°00'00.00""E = 2.09439510 rad
-gives
-Easting E = 5009726.58 m
-Northing N = 569150.82 m
-
-Reverse calculation for same easting and northing first gives :
-t = 1.0534121
-chi = -0.0520110
-
-Then Latitude = 3°00'00.000""S
- Longitude = 120°00'00.000""E",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-06-22,2001.08 2004.43,0
-9805,Mercator (2SP),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The formulas to derive projected Easting and Northing coordinates are:
-
-For the two standard parallel case, k0 is first calculated from
-
-k0 = cos(latSP1)/(1 - e^2*sin^2(latSP1))^0.5
-
-where latSP1 is the absolute value of the first standard parallel (i.e. positive).
-
-Then, for both one and two standard parallel cases,
-
-E = FE + a*k0(lon - lon0)
-N = FN + a*k0* ln{tan(pi/4 + lat/2)[(1 - esin(lat))/(1 + esin(lat))]^e/2} where symbols are as listed above and logarithms are natural.
-
-The reverse formulas to derive latitude and longitude from E and N values are:
-
-lat = chi + (esq/2 + 5e^4/24 + e^6/12 + 13e^8/360) sin(2chi)
-+ (7e^4/48 + 29e^6/240 + 811e^8/11520) sin(4chi)
-+ (7e^6/120 + 81e^8/1120) sin(6chi) + (4279e^8/161280) sin(8chi)
-
-where chi = pi/2 - 2 arctan t
-t = B^((FN-N)/a*k0)
-B = base of the natural logarithm, 2.7182818...
-and for the 2 SP Case, k0 is calculated as for the forward transformation above.
-lon = ((E - FE)/a*k0) + lon0","For Projected Coordinate System Pulkovo 1942 / Mercator Caspian Sea
-
-Parameters:
-Ellipsoid Krassowski 1940 a = 6378245.00m 1/f = 298.300
-then e = 0.08181333 and e^2 = 0.00669342
-
-Latitude first SP 42°00'00""N = 0.73303829 rad
-Longitude Natural Origin 51°00'00""E = 0.89011792 rad
-False Eastings FE 0.00 m
-False Northings (at equator) FN 0.00 m
-
-then natural origin at latitude of 0°N has scale factor k0= 0.744260894
-
-Forward calculation for:
-Latitude 53°00'00.00""N = 0.9250245 rad
-Longitude 53°00'00.00""E = 0.9250245 rad
-
-gives Easting E = 165704.29 m
- Northing N = 5171848.07 m
-
-Reverse calculation for same easting and northing first gives :
-t = 0.336391288 chi = 0.921795958
-
-Then Latitude = 53°00'00.000""N
- Longitude = 53°00'00.000""E",Used for most nautical charts.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2006-07-30,2004.32 2004.43 2006.,0
-9806,Cassini-Soldner,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The formulas to derive projected Easting and Northing coordinates are:
-
-Easting E = FE + nu[A - TA^3/6 -(8 - T + 8C)TA^5/120]
-
-Northing N = FN + M - M0 + nu*tan(lat)*[A^2/2 + (5 - T + 6C)A^4/24]
-
-where A = (lon - lon0)cos(lat)
-T = tan^2(lat)
-C = e2 cos2*/(1 - e2) nu = a /(1 - esq*sin^2(lat))^0.5
-and M, the distance along the meridian from equator to latitude lat, is given by
-M = a[(1 - e^2/4 - 3e^4/64 - 5e^6/256 -....)*lat - (3e^2/8 + 3e^4/32 + 45e^6/1024 +....)sin(2*lat) + (15e^4/256 + 45e^6/1024 +.....)sin(4*lat) - (35e^6/3072 + ....)sin(6*lat) + .....]
-with lat in radians.
-
-M0 is the value of M calculated for the latitude of the chosen origin. This may not necessarily be chosen as the equator.
-
-To compute latitude and longitude from Easting and Northing the reverse formulas are:
-lat = lat1 - (nu1tan(lat1)/rho1)[D2/2 - (1 + 3*T1)D^4/24]
-lon = lon0 + [D - T1*D^3/3 + (1 + 3*T1)T1*D^5/15]/cos(lat1)
-
-where lat1 is the latitude of the point on the central meridian which has the same Northing as the point whose coordinates are sought, and is found from:
-lat1 = mu1 + (3*e1/2 - 27*e1^3/32 +.....)sin(2*mu1) + (21*e1^2/16 - 55*e1^4/32 + ....)sin(4*mu1)+ (151*e1^3/96 +.....)sin(6*mu1) + (1097*e1^4/512 - ....)sin(8*mu1) + ......
-where
-e1 = [1- (1 - esq)^0.5]/[1 + (1 - esq)^0.5]
-mu1 = M1/[a(1 - esq/4 - 3e^4/64 - 5e^6/256 - ....)]
-M1 = M0 + (N - FN)
-T1 = tan^2(lat1)
-D = (E - FE)/nu1","For Projected Coordinate System Trinidad 1903 / Trinidad Grid
-Parameters:
-Ellipsoid Clarke 1858 a = 20926348 ft = 31706587.88 links
- b = 20855233 ft
-
-then 1/f = 294.97870 and e^2 = 0.00676866
-
-Latitude Natural Origin 10°26'30""N = 0.182241463 rad
-Longitude Natural Origin 61°20'00""W = -1.07046861 rad
-False Eastings FE 430000.00 links
-False Northings FN 325000.00 links
-
-Forward calculation for:
-Latitude 10°00'00.00"" N = 0.17453293 rad
-Longitude 62°00'00.00""W = -1.08210414 rad
-
-A = -0.01145876 C = 0.00662550
-T = 0.03109120 M = 5496860.24 nu = 31709831.92 M0 = 5739691.12
-
-Then Easting E = 66644.94 links
- Northing N = 82536.22 links
-
-Reverse calculation for same easting and northing first gives :
-e1 = 0.00170207 D = -0.01145875
-T1 = 0.03109544 M1 = 5497227.34
-nu1 = 31709832.34 mu1 = 0.17367306
-phi1 = 0.17454458 rho1 = 31501122.40
-
-
-Then Latitude = 10°00'00.000""N
- Longitude = 62°00'00.000""W",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,1996-09-18,,0
-9807,Transverse Mercator,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The formulas to derive the projected Easting and Northing coordinates are in the form of a series as follows:
-
-Easting, E = FE + k0*nu[A + (1 - T + C)A^3/6 + (5 - 18T + T^2 + 72C - 58e'sq)A^5/120]
-
-Northing, N = FN + k0{M - M0 + nu*tan(lat)[A^2/2 + (5 - T + 9C + 4C^2)A^4/24 + (61 - 58T + T^2 + 600C - 330e'sq)A^6/720]}
-where T = tan^2(lat) nu = a /(1 - esq*sin^2(lat))^0.5
-C = esq*cos^2(lat)/(1 - esq)
-A = (lon - lon0)cos(lat), with lon and lon0 in radians.
-M = a[(1 - esq/4 - 3e^4/64 - 5e^6/256 -....)lat - (3esq/8 + 3e^4/32 + 45e^6/1024+....)sin(2*lat) + (15e^4/256 + 45e^6/1024 +.....)sin(4*lat) - (35e^6/3072 + ....)sin(6*lat) + .....]
-with lat in radians and M0 for lat0, the latitude of the origin, derived in the same way.
-
-The reverse formulas to convert Easting and Northing projected coordinates to latitude and longitude are:
-
-lat = lat1 - (nu1*tan(lat1)/rho1)[D^2/2 - (5 + 3*T1 + 10*C1 - 4*C1^2 - 9*e'^2)D^4/24 + (61 + 90*T1 + 298*C1 + 45*T1^2 - 252*e'^2 - 3*C1^2)D^6/720]
-lon = lon0 + [D - (1 + 2*T1 + C1)D^3/6 + (5 - 2*C1 + 28*T1 - 3*C1^2 + 8*e'^2 + 24*T1^2)D^5/120] / cos(lat1)
-where lat1 may be found as for the Cassini projection from:
-
-lat1 = mu1 + ((3*e1)/2 - 27*e1^3/32 +.....)sin(2*mu1) + (21*e1^2/16 -55*e1^4/32 + ....)sin(4*mu1)+ (151*e1^3/96 +.....)sin(6*mu1) + (1097*e1^4/512 - ....)sin(8*mu1) + ......
-and where
-nu1 = a /(1 - esq*sin^2(lat1))^0.5
-rho1 = a(1 - esq)/(1 - esq*sin^2(lat1))^1.5
-e1 = [1- (1 - esq)^0.5]/[1 + (1 - esq)^0.5]
-mu1 = M1/[a(1 - esq/4 - 3e^4/64 - 5e^6/256 - ....)]
-M1 = M0 + (N - FN)/k0
-T1 = tan^2(lat1)
-C1 = e'^2*cos^2(lat1)
-D = (E - FE)/(nu1*k0), with nu1 = nu for lat1
-
-For areas south of the equator the value of latitude lat will be negative and the formulas above, to compute the E and N, will automatically result in the correct values. Note that the false northings of the origin, if the equator, will need to be large to avoid negative northings and for the UTM projection is in fact 10,000,000m. Alternatively, as in the case of Argentina's Transverse Mercator (Gauss-Kruger) zones, the origin is at the south pole with a northings of zero. However each zone central meridian takes a false easting of 500000m prefixed by an identifying zone number. This ensures that instead of points in
-different zones having the same eastings, every point in the country, irrespective of its projection zone, will have a unique set of projected system coordinates. Strict application of the above formulas, with south latitudes negative, will result in the derivation of the correct Eastings and Northings.
-
-Similarly, in applying the reverse formulas to determine a latitude south of the equator, a negative sign for lat results from a negative lat1 which in turn results from a negative M1.","For Projected Coordinate System OSGB 1936 / British National Grid
-
-Parameters:
-Ellipsoid Airy 1830 a = 6377563.396 m 1/f = 299.32496
-then e'^2 = 0.00671534 and e^2 = 0.00667054
-
-Latitude Natural Origin 49°00'00""N = 0.85521133 rad
-Longitude Natural Origin 2°00'00""W = -0.03490659 rad
-Scale factor ko 0.9996013 False Eastings FE 400000.00 m
-False Northings FN -100000.00 m
-
-Forward calculation for:
-Latitude 50°30'00.00""N = 0.88139127 rad
-Longitude 00°30'00.00""E = 0.00872665 rad
-A = 0.02775415 C = 0.00271699
-T = 1.47160434 M = 5596050.46
-M0 = 5429228.60 nu = 6390266.03
-
-Then Easting E = 577274.99 m
- Northing N = 69740.50 m
-
-Reverse calculations for same easting and northing first gives :
-e1 = 0.00167322 mu1 = 0.87939562
-M1 = 5599036.80 nu1 = 6390275.88
-lat1 = 0.88185987 D = 0.02775243
-rho1 =6372980.21 C1 = 0.00271391
-T1 = 1.47441726
-
-Then Latitude = 50°30'00.000""N
- Longitude = 00°30'00.000""E",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2007-02-19,2004.68 2007.029,0
-9808,Transverse Mercator (South Orientated),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-For the mapping of southern Africa a south oriented Transverse Mercator projection is used. Here the coordinate axes are called Westings and Southings and increment to the West and South from the origin respectively. The standard Transverse Mercator formulas (coordinate operation method code 9807) need to be modified to cope with this arrangement with
-
-Westing, W = FE - k0 nu[A + (1 - T + C)A^3/6 + (5 - 18*T + T^2 + 72*C - 58*e'^2)A^5/120]
-
-Southing, S = FN - k0{M - M0 + nu*tan(lat)*[A^2/2 + (5 - T + 9*C + 4*C^2)A^4/24 + (61 - 58*T + T^2 + 600*C - 330*e'^2)A^6/720]}
-
-In these formulas the terms FE and FN retain their definition, i.e. in the Transverse Mercator (South Orientated) method they increase the Westing and Southing value at the natural origin. In this method they are effectively false westing (FW) and false southing (FS) respectively.
-
-For the reverse formulas, those for the standard Transverse Mercator above apply, with the exception that:
-
-M1 = M0 - (S - FN)/k0
-and D = -(W - FE)/(nu1*k0), with nu1 = nu for lat1","See Transverse Mercator, code 9807, for general methodology.",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-07-31,2002.51,0
-9809,Oblique Stereographic,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-Given the geodetic origin of the projection at the tangent point (lat0, lon0), the parameters defining the conformal sphere are:
-
-R= sqrt( rho0 * nu0)
-n= {1 + [e^2 * cos^4(latC) / (1 - e^2)]}^0.5
-c= [(n+sin(lat0)) (1-sin(chi0))]/[(n-sin(lat0)) (1+sin(chi0))]
-
-where:
-sin(chi0) = (w1-1)/(w1+1)
-w1 = (S1.(S2)^e)^n
-S1 = (1+sin(lat0))/(1-sin(lat0))
-S2 = (1-e sin(lat0))/(1+e sin(lat0))
-
-The conformal latitude and longitude (chi0,lambda0) of the origin are then computed from :
-
-chi0 = asin[(w2-1)/(w2+1)]
-
-where S1 and S2 are as above and w2 = c (S1(S2)^e)^n
-
-lambda0 = lon0
-
-For any point with geodetic coordinates (lat, lon) the equivalent conformal latitude and longitude (chi, lambda) are computed from
-lambda = n(lon-lambda0) + lambda0
-chi = asin[(w-1)/(w+1)]
-
-where w = c (Sa (Sb)^e)^n
-Sa = (1+sin(lat))/(1-sin(lat))
-Sb = (1-e.sin(lat))/(1+e.sin(lat))
-
-Then B = [1+sin(chi) sin(chi0) + cos(chi) cos(chi0) cos(lambda-lambda0)]
-
-N = FN + 2 R k0 [sin(chi) cos(chi0) - cos(chi) sin(chi0) cos(lambda-lambda0)] / B
-
-E = FE + 2 R k0 cos(chi) sin(lambda-lambda0) / B
-
-
-The reverse formulae to compute the geodetic coordinates from the grid coordinates involves computing the conformal values, then the isometric latitude and finally the geodetic values.
-
-The parameters of the conformal sphere and conformal latitude and longitude at the origin are computed as above. Then for any point with Stereographic grid coordinates (E,N) :
-
-chi = chi0 + 2 atan[{(N-FN)-(E-FE) tan (j/2)} / (2 R k0)]
-
-lambda = j + 2 i + lambda0
-
-where g = 2 R k0 tan(pi/4 - chi0/2)
-h = 4 R k0 tan(chi0) + g
-i = atan[(E-FE) / {h+(N-FN)}]
-j = atan[(E-FE) / (g-(N-FN)] - i
-
-Geodetic longitude lon = (lambda-lambda0 ) / n + lambda0
-
-Isometric latitude psi = 0.5 ln [(1+ sin(chi)) / { c (1- sin(chi))}] / n
-
-First approximation lat1 = 2 atan(e^psi) - pi/2 where e=base of natural logarithms.
-
-psii = isometric latitude at lati
-
-where psii= ln[{tan(lati/2 + pi/4} {(1-e sin(lati))/(1+e sin(lati))}^(e/2)]
-
-Then iterate lat(i+1) = lati - ( psii - psi ) cos(lati) (1 -e^2 sin^2(lati)) / (1 - e^2)
-
-until the change in lat is sufficiently small.
-
-For Oblique Stereographic projections centred on points in the southern hemisphere, the signs of E, N, lon0, lon, must be reversed to be used in the equations and lat will be negative anyway as a southerly latitude.
-
-An alternative approach is given by Snyder, where, instead of defining a single conformal sphere at the origin point, the conformal latitude at each point on the ellipsoid is computed. The conformal longitude is then always equivalent to the geodetic longitude. This approach is a valid alternative to the above, but gives slightly different results away from the origin point. It is therefore considered by EPSG to be a different coordinate operation method to that described above.","For Projected Coordinate System RD / Netherlands New
-
-Parameters:
-Ellipsoid Bessel 1841 a = 6377397.155 m 1/f = 299.15281
-then e = 0.08169683
-
-Latitude Natural Origin 52°09'22.178""N = 0.910296727 rad
-Longitude Natural Origin 5°23'15.500""E = 0.094032038 rad
-Scale factor k0 0.9999079
-False Eastings FE 155000.00 m
-False Northings FN 463000.00 m
-
-Forward calculation for:
-
-Latitude 53°N = 0.925024504 rad
-Longitude 6°E = 0.104719755 rad
-
-first gives the conformal sphere constants:
-
-rho0 = 6374588.71 nu0 = 6390710.613
-R = 6382644.571 n = 1.000475857 c = 1.007576465
-
-where S1 = 8.509582274 S2 = 0.878790173 w1 = 8.428769183
-sin chi0 = 0.787883237
-
-w = 8.492629457 chi0 = 0.909684757 D0 = d0
-
-for the point chi = 0.924394997 D = 0.104724841
-
-hence B = 1.999870665 N = 557057.739 E = 196105.283
-
-reverse calculation for the same Easting and Northing first gives:
-
-g = 4379954.188 h = 37197327.96 i = 0.001102255 j = 0.008488122
-
-then D = 0.10472467 Longitude = 0.104719584 rad = 6 deg E
-
-chi = 0.924394767 psi = 1.089495123
-phi1 = 0.921804948 psi1 = 1.084170164
-phi2 = 0.925031162 psi2 = 1.089506925
-phi3 = 0.925024504 psi3 = 1.089495505
-phi4 = 0.925024504
-
-Then Latitude = 53°00'00.000""N
- Longitude = 6°00'00.000""E","This is not the same as the projection method of the same name in USGS Professional Paper no. 1395, ""Map Projections - A Working Manual"" by John P. Snyder.","EPSG guidance note #7-2, http://www.epsg.org",EPSG,2006-03-31,99.811 2006.20,0
-9810,Polar Stereographic (variant A),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-For the forward conversion from latitude and longitude, for the south pole case
-
-E = FE + rho * sin(lon – lonO)
-N = FN + rho * cos(lon – lonO)
-where
-t = tan(pi/4 + lat/2) / {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}
-rho = 2*a*ko*t / {[(1+e)^(1+e) (1–e)^(1–e)]^0.5}
-
-For the north pole case,
-rho and E are found as for the south pole case but
-t = tan(pi/4 – lat/2) * {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}
-N = FN – rho * cos(lon – lonO)
-
-For the reverse conversion from easting and northing to latitude and longitude,
-lat = chi + (e^2/2 + 5e^4/24 + e^6/12 + 13e^8/360) sin(2 chi)
-+ (7e^4/48 + 29e^6/240 + 811e^8/11520) sin(4 chi)
-+ (7e^6/120 + 81e^8/1120) sin(6 chi) + (4279e^8/161280) sin(8 chi)
-
-where rho' = [(E-FE)^2 + (N – FN)^2]^0.5
-t' =rho' {[(1+e)^(1+e) * (1– e)^(1-e)]^0.5} / (2 a ko)
-and for the south pole case
-chi = 2 atan(t' ) – pi/2
-but for the north pole case
-chi = pi/2 - 2 atan t'
-
-Then for for both north and south cases if E = FE, lon = lonO
-else for the south pole case
-lon = lonO + atan [(E – FE) / (N – FN)]
-and for the north pole case
-lon = lonO + atan [(E – FE) / –(N – FN)] = lonO + atan [(E – FE) / (FN – N)]","For Projected Coordinate Reference System: WGS 84 / UPS North
-
-Parameters:
-Ellipsoid: WGS 84
-a = 6378137.0 metre
-1/f = 298.2572236
-then e = 0.081819191
-
-Latitude of natural origin (latO): 90°00'00.000""N =1.570796327 rad
-Longitude of origin (longO): 0°00'00.000""E=0.0 rad
-Scale factor at natural origin (ko): 0.994
-False easting (FE) 2000000.00 metre
-False northing (FN) 2000000.00 metre
-
-Forward calculation for:
-Latitude (lat) =73°N =1.274090354 rad
-Longitude (lon) =44°E =0.767944871 rad
-
-t = 0.150412808
-rho = 1900814.564
-whence
-E = 3320416.75 m
-N = 632668.43 m
-
-Reverse calculation for the same Easting and Northing (3320416.75 E, 632668.43 N) first gives:
-rho' = 1900814.566
-t' = 0.150412808
-chi = 1.2722090
-
-Then
-Latitude (lat) = 73°00'00.000""N
-Longitude (lon) = 44°00'00.000""E",Latitude of natural origin must be either 90 degrees or -90 degrees (or equivalent in alternative angle unit).,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2003-09-22,2003.22,0
-9811,New Zealand Map Grid,1,See information source.,See information source.,,New Zealand Department of Lands technical circular 1973/32,EPSG,1996-09-18,,0
-9812,Hotine Oblique Mercator,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The following constants for the projection may be calculated :
-
-B = {1 + [esq * cos^4(latc) / (1 - esq )]}^0.5
-A = a * B * kc *(1 - esq )^0.5 / ( 1 - esq * sin^2(latc))
-t0 = tan(pi/4 - latc/2) / ((1 - e*sin(latc)) / (1 + e*sin(latc)))^(e/2)
-D = B (1 - esq)^0.5 / (cos(latc) * ( 1 - esq*sin^2(latc))^0.5)
-if D < 1 to avoid problems with computation of F make D^2 = 1
-F = D + (D^2 - 1)^0.5 * SIGN(latc)
-H = F*(t0)^B
-G = (F - 1/F) / 2
-gamma0 = asin(sin(alphac) / D)
-lon0 = lonc - (asin(G*tan(gamma0))) / B
-
-
-Forward case: To compute (E,N) from a given (lat,lon) :
-
-t = tan(pi/4 - lat/2) / ((1 - e sin (lat)) / (1 + e sin (lat)))^(e/2)
-Q = H / t^B
-S = (Q - 1 / Q) / 2
-T = (Q + 1 / Q) / 2
-V = sin(B (lon - lon0))
-U = (- V cos(gamma0) + S sin(gamma0)) / T
-v = A ln((1 - U) / (1 + U)) / 2 B
-u = A atan((S cos(gamma0) + V sin(gamma0)) / cos(B (lon - lon0 ))) / B
-
-The rectified skew co-ordinates are then derived from:
-E = v cos(gammac) + u sin(gammac) + FE
-N = u cos(gammac) - v sin(gammac) + FN
-
-Reverse case: Compute (lat,lon) from a given (E,N) :
-
-v’ = (E - FE) cos(gammac) - (N - FN) sin(gammac)
-u’ = (N - FN) cos(gammac) + (E - FE) sin(gammac)
-
-Q’ = e^- (B v ‘/ A) where e is the base of natural logarithms.
-S' = (Q’ - 1 / Q’) / 2
-T’ = (Q’ + 1 / Q’) / 2
-V’ = sin (B u’ / A)
-U’ = (V’ cos(gammac) + S’ sin(gammac)) / T’
-t’ = (H / ((1 + U’) / (1 - U’))^0.5)^(1 / B)
-
-chi = pi / 2 - 2 atan(t’)
-
-lat = chi + sin(2chi).( e^2 / 2 + 5*e^4 / 24 + e^6 / 12 + 13*e^8 / 360) + sin(4*chi).( 7*e^4 /48 + 29*e^6 / 240 + 811*e8 / 11520) + sin(6chi).( 7*e^6 / 120 + 81*e8 / 1120) + sin(8chi).(4279 e^8 / 161280)
-
-lon= lon0 - atan ((S’ cos(gammac) - V’ sin(gammac)) / cos(B*u’ / A)) / B","For Projected Coordinate System Timbalai 1948 / R.S.O. Borneo (m)
-
-Parameters:
-Ellipsoid: Everest 1830 (1967 Definition)
-a = 6377298.556 metres 1/f = 300.8017
-then e = 0.081472981and e2 = 0.006637847
-
-Latitude Projection Centre fc = 4°00'00""N = 0.069813170 rad
-Longitude Projection Centre lc = 115°00'00""E = 2.007128640 rad
-Azimuth of central line ac = 53°18'56.9537"" = 0.930536611 rad
-Rectified to skew gc= 53°07'48.3685"" = 0.927295218 rad
-Scale factor ko= 0.99984
-False Eastings FE = 0.00 m
-False Northings FN = 0.00 m
-
-Forward calculation for:
-Latitude lat = 5°23'14.1129""N = 0.094025313 rad
-Longitude lon = 115°48'19.8196""E = 2.021187362 rad
-
-B = 1.003303209 F = 1.072121256
-A =6376278.686 H = 1.000002991
-to = 0.932946976 g0 = 0.927295218
-D = 1.002425787 lon0 = 1.914373469
-D2 =1.004857458
-uc =738096.09 vc =0.00
-
-t =0.910700729 Q =1.098398182
-S =0.093990763 T = 1.004407419
-V =0.106961709 U = 0.010967247
-v =-69702.787 u =901334.257
-
-Then Easting E = 679245.73 m
- Northing N = 596562.78 m
-
-Reverse calculations for same easting and northing first gives :
-v’ = -69702.787 u’ =901334.257
-Q’ = 1.011028053
-S’ = 0.010967907 T’ = 1.000060146
-V’ = 0.141349378 U’ = 0.093578324
-t’ = 0.910700729 c = 0.093404829
-
-Then Latitude = 5°23'14.113""N
- Longitude = 115°48'19.820""E",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-10-16,97.62 99.811 2004.43 2004.60,0
-9813,Laborde Madagascar,1,"Note : these formulas have been transcribed from IGN Document NT/G 74. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-From the defining parameters the following constants for the map projection may be calculated:
-
-B = {1+[e^2 cos^4(phiC)]/(1– e^2)}^0.5
-phiS = asin[sin(phiC) / B]
-R = a kC {(1–e^2)^0.5 / [1–e^2 sin^2(phiC)]}
-C = ln[tan(pi/4+phiS /2)] – B. ln{tan(pi/4+phiC /2) ([1 – e sin(phiC)]/[1+e sin(phiC)])^(e/2)}
-
-Forward case: To compute (E,N) from a given (lat,lon)
-L = B.(lon–lonC)
-q = C + B . ln{tan(pi/4+lat/2) ([1–e sin(lat)] / [1+e sin(lat)])^(e/2)}
-P = 2.atan[e ^q] – pi/2 where e is the base of natural logarithms
-U = cos(P).cos(L).cos(phiS) + sin(P).sin(phiS)
-V = cos(P).cos(L).sin(phiS) - sin(P).cos(phiS)
-W = cos(P).sin(L)
-d = (U^2+V^2)^0.5
-if d <> 0 then L' = 2.atan(V/(U+d)) and P' = atan(W/d)
-if d = 0 then L' = 0 and P' = sign(W).pi/2
-H = –L' + i.ln(tan(pi/4+P'/2)) where i^2 = –1
-G = (1 – cos(2.alphaC) + i.sin(2.alphaC))/12
-E = FE + R . IMAGINARY(H + G.H^3)
-N = FN + R . REAL(H + G.H^3)
-
-Reverse case: To compute (lat, lon) from a given (E,N):
-G = (1–cos(2.alphaC) + i.sin(2.alphaC))/12 where i^2 = –1
-To solve for Latitude and Longitude, a re-iterative solution is required, where the first two elements are
-H0 = (N–FN)/R + i.(E–FE)/R ie k = 0
-H1 = H0/(H0 + G.H0^3), i.e. k = 1,
-and in subsequent reiterations, k increments by 1
-Hk+1 = (H0+2.G.Hk^3)/(3.G.Hk^2+1)
-Re-iterate until ABSOLUTE(REAL([H0-Hk-G.Hk^3)])) < 1E-11
-
-L' = –1.REAL(Hk)
-P' = 2.atan{ e ^[IMAGINARY(Hk)]} – pi/2 where e is the base of natural logarithms.
-U' = cos(P').cos(L').cos(phiS) + cos(P').sin(L').sin(phiS)
-V' = sin(P')
-W' = cos(P').cos(L').sin(phiS) – cos(P').sin(L').cos(phiS)
-d = (U'^2+ V'^2)^0.5
-if d <> 0 then L = 2 atan[V'/( U'+d)] and P = atan(W'/d)
-if d = 0 then L = 0 and P = SIGN(W') . pi/2
-lon = lonC + (L/B)
-
-q' = {ln[tan(pi/4+P/2)] – C}/B
-The final solution for latitude requires a second re-iterative process, where the first element is
-lat'(0) = 2.atan(e ^q') – pi/2 where e is the base of natural logarithms.
-And the subsequent elements are
-lat'(k) = 2.atan{({1+e.sin[lat(k-1)]} / {1–e.sin[lat(k-1)]})^(e/2).e ^q'} – pi/2 for K =1 ?
-Iterate until ABSOLUTE(lat(k)-lat(k-1)) < 1E-11
-lat = lat(k)",See information source.,,"""La nouvelle projection du Service Geographique de Madagascar""; J. Laborde; 1928. Also IGN Paris technical note NT/G 74.",EPSG,2007-03-27,97.613 2006.96 2007.04,0
-9814,Swiss Oblique Cylindrical,1,See information source.,See information source.,Can be accomodated by Oblique Mercator method (code 9815).,"""Die projecktionen der Schweizerischen Plan und Kartenwerke""; J Bollinger; 1967",EPSG,1996-09-18,97.612,0
-9815,Oblique Mercator,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The following constants for the projection may be calculated :
-
-B = {1 + [e^2 * cos^4(latc) / (1 - e^2 )]}^0.5
-A = a * B * kc *(1 - e^2 )^0.5 / ( 1 - e^2 * sin^2(latc))
-t0 = tan(pi/4 - latc/2) / ((1 - e*sin(latc)) / (1 + e*sin(latc)))^(e/2)
-D = B (1 - e^2)^0.5 / (cos(latc) * ( 1 - e^2*sin^2(latc))^0.5)
-if D < 1 to avoid problems with computation of F make D^2 = 1
-F = D + (D^2 - 1)^0.5 * SIGN(latc)
-H = F*(t0)^B
-G = (F - 1/F) / 2
-gamma0 = asin(sin(alphac) / D)
-lon0 = lonc - (asin(G*tan(gamma0))) / B
-vc =0
-In general: uc = (A / B) atan((Dsq - 1)^0.5 / cos (alphac) ) * SIGN(latc)
-but for the special cases where alphac = 90 degrees (e.g. Hungary, Switzerland) then
-uc = A*(lonc - lon0)
-
-
-Forward case: To compute (E,N) from a given (lat,lon) :
-
-t = tan(pi/4 - lat/2) / ((1 - e sin (lat)) / (1 + e sin (lat)))^(e/2)
-Q = H / t^B
-S = (Q - 1 / Q) / 2
-T = (Q + 1 / Q) / 2
-V = sin(B (lon - lon0))
-U = (- V cos(gamma0) + S sin(gamma0)) / T
-v = A ln((1 - U) / (1 + U)) / 2 B
-u = (A atan((S cos(gamma0) + V sin(gamma0)) / cos(B (lon - lon0 ))) / B) - (ABS(uc) . SIGN(latc))
-
-The rectified skew co-ordinates are then derived from:
-E = v cos(gammac) + u sin(gammac) + Ec
-N = u cos(gammac) - v sin(gammac) + Nc
-
-Reverse case: Compute (lat,lon) from a given (E,N) :
-
-v’ = (E - Ec) cos(gammac) - (N - Nc) sin(gammac)
-u’ = (N - Nc) cos(gammac) + (E - Ec) sin(gammac) + (ABS(uc) . SIGN(latc))
-
-Q’ = e- (B v ‘/ A) where e is the base of natural logarithms.
-S' = (Q’ - 1 / Q’) / 2
-T’ = (Q’ + 1 / Q’) / 2
-V’ = sin (B u’ / A)
-U’ = (V’ cos(gammac) + S’ sin(gammac)) / T’
-t’ = (H / ((1 + U’) / (1 - U’))^0.5)^(1 / B)
-
-chi = pi / 2 - 2 atan(t’)
-
-lat = chi + sin(2chi).( e^2 / 2 + 5*e^4 / 24 + e^6 / 12 + 13*e^8 / 360) + sin(4*chi).( 7*e^4 /48 + 29*e^6 / 240 + 811*e8 / 11520) + sin(6chi).( 7*e^6 / 120 + 81*e8 / 1120) + sin(8chi).(4279 e^8 / 161280)
-
-lon= lon0 - atan ((S’ cos(gammac) - V’ sin(gammac)) / cos(B*u’ / A)) / B","For Projected Coordinate System Timbalai 1948 / R.S.O. Borneo (m)
-
-Parameters:
-Ellipsoid: Everest 1830 (1967 Definition)
-a = 6377298.556 metres 1/f = 300.8017
-then e = 0.081472981and e^2 = 0.006637847
-
-Latitude Projection Centre fc = 4°00'00""N = 0.069813170 rad
-Longitude Projection Centre lc = 115°00'00""E = 2.007128640 rad
-Azimuth of central line ac = 53°18'56.9537"" = 0.930536611 rad
-Rectified to skew gc= 53°07'48.3685"" = 0.927295218 rad
-Scale factor ko= 0.99984
-Easting at projection centre Ec = 590476.87 m
-Northing at projection centre Nc = 442857.65 m
-
-Forward calculation for:
-Latitude lat = 5°23'14.1129""N = 0.094025313 rad
-Longitude lon = 115°48'19.8196""E = 2.021187362 rad
-
-B = 1.003303209 F = 1.072121256
-A =6376278.686 H = 1.000002991
-to = 0.932946976 g0 = 0.927295218
-D = 1.002425787 lon0 = 1.914373469
-D2 =1.004857458
-uc =738096.09 vc =0.00
-
-t =0.910700729 Q =1.098398182
-S =0.093990763 T = 1.004407419
-V =0.106961709 U = 0.010967247
-v =-69702.787 u = 163238.163
-
-Then Easting E = 679245.73 m
- Northing N = 596562.78 m
-
-Reverse calculations for same easting and northing first gives :
-v’ = -69702.787 u’ = 901334.257
-Q’ = 1.011028053
-S’ = 0.010967907 T’ = 1.000060146
-V’ = 0.141349378 U’ = 0.093578324
-t’ = 0.910700729 c = 0.093404829
-
-Then Latitude = 5°23'14.113""N
- Longitude = 115°48'19.820""E",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-10-16,99.811 2004.43 2004.60,0
-9816,Tunisia Mining Grid,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-This grid is used as the basis for mineral leasing in Tunsia. Lease areas are approximately 2 x 2 km or 400 hectares. The corners of these blocks are defined through a six figure grid reference where the first three digits are an easting in kilometres and the last three digits are a northing. The latitudes and longitudes for block corners at 2 km intervals are tabulated in a mining decree dated 1st January 1953. From this tabulation in which geographical coordinates are given to 5 decimal places it can be seen that:
-a) the minimum easting is 94 km, on which the longitude is 5.68989 grads east of Paris.
-b) the maximum easting is 490 km, on which the longitude is 10.51515 grads east of Paris.
-c) each 2 km grid easting interval equals 0.02437 grads.
-d) the minimum northing is 40 km, on which the latitude is 33.39 grads.
-e) the maximum northing is 860 km, on which the latitude is 41.6039 grads.
-f) between 40 km N and 360 km N, each 2 km grid northing interval equals 0.02004 grads.
-g) between 360 km N and 860 km N, each 2 km grid northing interval equals 0.02003 grads.
-
-Formulae are:
-
-Grads from Paris
-
-Lat (grads) = 36.5964 + [(N - 360) * A]
-where N is in kilometres and A = 0.010015 if N > 360, else A = 0.01002.
-
-LonParis (grads) = 7.83445 + [(E - 270) * 0.012185], where E is in kilometres.
-
-The reverse formulae are:
-
-E (km) = 270 + [(LonParis - 7.83445) / 0.012185] where LonParis is in grads.
-
-N (km) = 360 + [(Lat - 36.5964) / B]
-where Lat is in grads and B = 0.010015 if lat>36.5964, else B = 0.01002.
-
-Degrees from Greenwich.
-
-Modern practice in Tunisia is to quote latitude and longitude in degrees with longitudes referenced to the Greenwich meridian. The formulae required in addition to the above are:
-
-Lat (degrees) = (Latg * 0.9) where Latg is in grads.
-LonGreenwich (degrees) = [(LonParis + 2.5969213) * 0.9] where LonParis is in grads.
-
-
-Lat (grads) = (Latd / 0.9) where Latd is in decimal degrees.
-LonParis (grads) = [(LonGreenwich / 0.9) - 2.5969213)] where LonGreenwich is in decimal degrees.","For grid location 302598,
-Latitude = 36.5964 + [(598 - 360) * A]. As N > 360, A = 0.010015.
-Latitude = 38.97997 grads = 35.08197 degrees.
-
-Longitude = 7.83445 + [(E - 270) * 0.012185, where E = 302.
-Longitude = 8.22437 grads east of Paris = 9.73916 degrees east of Greenwich.",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2000-03-07,99.811 2000.08,0
-9817,Lambert Conic Near-Conformal,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-To compute the Lambert Conic Near-Conformal the following formulae are used. First compute constants for the projection:
-
-n = f / (2-f)
-A = 1 / (6 rhoO nuO)
-A’ = a [ 1- n + 5 (n^2 - n^3 ) / 4 + 81 ( n^4 - n^5 ) / 64]*pi /180
-B’ = 3 a [ n - n^2 + 7 ( n^3 - n^4 ) / 8 + 55 n^5 / 64] / 2
-C’ = 15 a [ n^2 -n^3 + 3 ( n^4 - n^5 ) / 4 ] / 16
-D’ = 35 a [ n^3 - n^4 + 11 n^5 / 16 ] / 48
-E’ = 315 a [ n^4 - n^5 ] / 512
-r0 = ko nu0 / tan(lat0)
-s0 = A’ lat0 - B’ sin(2 latO) + C’ sin(4 latO) - D’ sin(6 latO) + E’ sin(8 latO) where in the first term lat0 is in degrees, in the other terms latO is in radians.
-
-Then for the computation of easting and northing from latitude and longitude:
-
-s = A’ lat - B’ sin(2 lat) + C’ sin(4 lat) - D’ sin(6 lat) + E’ sin(8 lat) where in the first term latO is in degrees, in the other terms latO is in radians.
-m = s - sO
-M = ko ( m + A m^3)
-r = rO - M
-theta = (lon - lonO) sin(latO)
-
-and
-E = FE + r sin(theta)
-N = FN + M + r sin(theta) tan(theta/2) using the natural origin rather than the false origin.
-
-The reverse formulas for latitude and longitude from Easting and northing are:
-
-theta' = arctan {(E – FE) / [rO – (N – FN)]}
-r' = +/- {(E – FE)^2 + [rO – (N – FN)]}^2}^0.5, taking the sign of latO
-M' = rO – r'
-
-If an exact solution is required, it is necessary to solve for m and * using iteration of the two equations:
-m' = m' – [ ko m' – ko A (m')3] / [– ko – 3 ko A (m')2]
-using M' for m' in the first iteration. This will usually converge (to within 1mm) in a single iteration. Then
-lat' = lat' +{m' + sO – [A' lat' (180/pi) – B' sin(2 lat') + C' sin(4 lat') – D' sin(6lat') + E' sin(8 lat')]}/ [A' (pi/180)]
-first using lat' = latO + m'/ [A' (pi/180)].
-
-However the following non-iterative solution is accurate to better than 0.001"" (3mm) within 5 degrees latitude of the projection origin and should suffice for most purposes:
-m' = M' – [M' –o M' – ko A (')^3] / [– ko – 3 ko A (M')^2]
-lat' = latO + m'/ [A' (pi/180)]
-s' = ' lat' – B' sin(2 lat') + C' sin(4 lat') – D' sin(6 lat') + E' sin(8 lat')
- where in the fterm lat' is in degrees, in the other terms lat' is in radians.
-ds' = A'(18pi) – 2B' cos(2 lat') + 4C' cos(4 lat') – 6D' cos(6 lat') + 8E' cos(8 lat')
-lat = lat' – [(m' + sO – s') / (–ds')] radians
-
-Then after solution of lat using either method above
-lon = lonO + theta' / sin(latO) here lonO and lon are in radians.","For Projected Coordinate System: Deir ez Zor / Levant Zone
-
-Parameters:
-Ellipsoid Clarke 1880 (IGN) a = 6378249.2 m 1/f = 293.46602
-then b = 6356515.000 n = 0.001706682563
-
-Latitude Natural Origin = 34°39'00""N = 0.604756586 rad
-Longitude Natural Origin = 37°21'00""E= 0.651880476 rad
-Scale factor at origin ko = 0.99962560
-False Eastings FE = 300000.00 m
-False Northings FN = 300000.00 m
-
-Forward calculation for:
-Latitude of 37°31'17.625""N = 0.654874806 rad
-Longitude of 34°08'11.291""E = 0.595793792 rad
-first gives
-A = 4.1067494 * 10e-15 A’=111131.8633
-B’= 16300.64407 C’= 17.38751 D’= 0.02308 E’= 0.000033
-so = 3835482.233 s = 4154101.458 m = 318619.225
-M = 318632.72 Ms = 30.82262319
-q = -0.03188875 ro = 9235264.405 r = 8916631.685
-
-Then Easting E = 15707.96 m (c.f. E = 15708.00 using full formulae)
- Northing N = 623165.96 m (c.f. N = 623167.20 using full formulae)
-
-Reverse calculation for the same easting and northing first gives
-
-q' = -0.03188875
-r’ = 8916631.685
-M’= 318632.72
-
-Latitude = 0.654874806 rad = 37°31'17.625""N
-Longitude = 0.595793792 rad = 34°08'11.291""E",The Lambert Near-Conformal projection is derived from the Lambert Conformal Conic projection by truncating the series expansion of the projection formulae.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2005-09-06,99.811 2004.61 2005.39,0
-9818,American Polyconic,1,See information source.,See information source.,See information source for formula and example.,"US Geological Survey Professional Paper 1395; ""Map Projections - A Working Manual""; J. Snyder",EPSG,1999-10-20,99.55,0
-9819,Krovak Oblique Conic Conformal,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-From the defining parameters the following constants for the projection may be calculated :
-
-B = {1 + [e^2 * cos^4(latC) / (1 - e^2)]}^0.5
-A=a (1 - e^2 )^0.5 / [ 1 - e^2 sin^2 (latC)]
-gammaO=asin[sin (latC) / B]
-tO =tan(pi / 4 + gamma0 / 2) . [(1 + e sin(latC)) / (1 - e sin (latC))]^(e.B/2) / [tan(pi / 4 + latC/ 2)]^B
-n = sin (latp)
-rO=kp A / tan (latp)
-
-To derive the projected Southing and Westing coordinates of a point with geographical coordinates (lat, lon) the formulas for the oblique conic conformal are:
-
-Southing: X = Ec + r cos theta
-Westing: Y = Nc + r sin theta
-
-where
-
-U=2 (atan { tO. tan^B (lat/2 + pi / 4 ) / [(1 + e sin (lat)) / (1 - e sin (lat))]^[e.B/2 ]} - pi / 4)
-V=B (lonc - lon)
-S=asin [ cos (alphaC) sin ( U ) + sin (alphaC) cos (U) cos (V)]
-D=asin [ cos ( U ) sin ( V ) / cos ( S ) ]
-theta=n D
-r=rO tan^n . (pi / 4 + phi1/ 2) / tan^n ( S/2 + pi / 4 )
-
-The reverse formulas to derive the latitude and longitude of a point from its Southing and Westing values are:
-
-l
-r' =[(X - Ec)^2 + (Y - Nc)^2]^(1/2)
-theta'=arctan [(Y- Nc)/(X- Ec)]
-D'=theta' / sin ( latp)
-S'=2*{atan[(rO / r' )^(1/n) tan(pi / 4 + latp/ 2)] - pi / 4}
-U'=asin ( cos (alphaC) sin ( S' ) - sin (alphaC) cos (S') cos (D') )
-V'=asin ( cos (S') sin (D') / cos (U'))
-
-Then latitude lat is found by iteration using U' as the value for lat(j-1) in the first iteration:
-lat(j) = 2*(atan{tO^(-1/B) tan^(1/B).( U’/2 + pi / 4 ).[(1 + e sin ( lat( j-1)) / (1 - e sin ( lat(j-1))]^(e/2)} - pi / 4)
-
-Then
-lon = lonc - V' / B","For Projected Coordinate Reference System: S-JTSK (Ferro) / Krovak
-
-N.B. Krovak projection uses Ferro as the prime meridian. This has a longitude with reference to Greenwich of 17 deg 40 min West. To apply the formulae the defining longitudes must be corrected to the Greenwich meridian.
-
-Parameters:
-Ellipsoid Bessel 1841 a = 6377397.155m 1/f = 299.15281
- then e = 0.081696831 e2 = 0.006674372
-
-Latitude of projection centre = 49o 30'00"" N = 0.863937979 rad
-Longitude of Origin = 42°30'00"" East of Ferro
-Longitude of Ferro is 17°40'00"" West of Greenwich
-Longitude of Origin = 24°50'00"" East of Greenwich = 0.433423431 rad
-Latitude of pseudo standard parallel = 78°30'00""N
-Azimuth of centre line = 30°17'17.3031""
-Scale factor on pseudo Standard Parallel (ko) = 0.99990
-Easting at projection centre (Ec) = 0.00 m
-Northing at projection centre (Nc) = 0.00 m
-
-Projection constants:
-B=1.000597498
-A=6380703.611
-gammaO=0.863239103
-tO=1.003419164
-n= 0.979924705
-rO=1298039.005
-
-Forward calculation for:
-Latitude = 50°12'32.4416""N = 0.876312566 rad
-Longitude = 16°50'59.1790""E = 0.294083999 rad
-
-Gives
-
-U=0.875596949
-V=0.139422687
-S=1.386275049
-D=0.506554623
-theta=0.496385389
-rO=1194731.014
-
-Then Southing X = 1050538.643 m
- Westing Y = 568990.997 m
-
-Reverse calculation for the same Southing and Westing gives
-
-r' =1194731.014
-theta' =0.496385389
-D'=0.506554623
-S'=1.386275049
-U'=0.875596949
-V'=0.139422687
-lat(iteration 1)=0.876310601
-lat(iteration 2)=0.876312560
-lat(iteration3)=0.876312566
-
-Latitude = 0.876312566 rad = 50°12'32.4416""N
-Longitude = 0.294083999 rad = 16°50'59.1790""E",,Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,EPSG,2006-03-31,2002.95 2006.18,0
-9820,Lambert Azimuthal Equal Area,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-Oblique aspect
-To derive the projected coordinates of a point, geodetic latitude (lat) is converted to authalic latitude (ß). The formulae to convert geodetic latitude and longitude (lat,lon) to Easting and Northing are:
-
-Easting, E = FE + {(B . D) . [cos ß . sin(lon – lonO)]}
-Northing, N = FN + (B / D) . {(cos ßO . sin ß) – [sin ßO . cos ß . cos(lon – lonO)]}
-
-where
-B = Rq . (2 / {1 + sin ßO . sin ß + [cos ßO . cos ß . cos(lon – lonO)]})^0.5
-D = a . [cos latO / (1 – e2 sin2 latO)^0.5] / (Rq . cos ßO)
-Rq = a . (qP / 2)^0.5
-ß = asin (q / qP)
-ßO = asin (qO / qP)
-q = (1 – e^2) . ([sin(lat) / (1 – e^2 sin^2(lat))] – {[1/(2e)] . ln [(1 – e sin(lat)) / (1 + e sin(lat))]})
-qO = (1 – e^2) . ([sin(latO) / (1 – e^2 sin^2(latO))] – {[1/(2e)] . ln [(1 – e sin(latO)) / (1 + e sin(latO))]})
-qP = (1 – e^2) . ([sin(latP) / (1 – e^2 sin^2(latP))] – {[1/(2e)] . ln [(1 – e sin(latP)) / (1 + e sin(latP))]})
-where *P = p/2 radians, thus
-qP = (1 – e^2) . ([1 / (1 – e^2)] – {[1/(2e)] . ln [(1 – e) / (1 + e)]})
-
-The reverse formulas to derive the geodetic latitude and longitude of a point from its Easting and Northing values are:
-
-lat = ß' + [(e^2/3 + 31e^4/180 + 517e^6/5040) . sin 2ß'] + [(23e^4/360 + 251e^6/3780) . sin 4ß'] + [(761e^6/45360) . sin 6ß']
-
-lon = lonO + atan {(E-FE) . sin C / [D. rho . cos ßO . cos C – D^2. (N-FN) . sin ßO . sin C]}
-where
-ß' = asin{(cosC . sin ßO) + [(D . (N-FN) . sinC . cos ßO) / rho]}
-C = 2 . asin(rho / 2 . Rq)
-rho = {[(E-FE)/D]^2 + [D . (N –FN)]^2}^0.5
-
-and D, Rq, and ßO are as in the forward equations.
-
-Polar aspect
-For the polar aspect of the Lambert Azimuthal Equal Area projection, some of the above equations are indeterminate. Instead, for the forward case from latitude and longitude (lat, lon) to Easting (E) and Northing (N):
-
-For the north polar case:
- Easting, E = FE + [rho sin(lon – lonO)]
- Northing, N = FN – [rho cos(lon – lonO)]
-where
-rho = a (qP – q)^0.5
-and qP and q are found as for the general case above.
-
-For the south polar case:
- Easting, E = FE + [rho . sin(lon – lonO)]
- Northing, N = FN + [rho . cos(lon – lonO)]
-where
-rho = a (qP + q)^0.5
-and qP and q are found as for the general case above.
-
-For the reverse formulas to derive the geodetic latitude and longitude of a point from its Easting and Northing:
-lat = ß' + [(e^2/3 + 31e^4/180 + 517e^6/5040) sin 2ß'] + [(23e^4/360 + 251e^6/3780) sin 4ß'] + [(761e^6/45360) sin 6ß']
-as for the oblique case, but where
-ß' = ±asin [1– rho^2 / (a^2{1– [(1– e^2)/2e)) ln[(1-e)/(1+ e)]})], taking the sign of latO
-and rho = {[(E –FE)]^2 + [(N – FN)]^2}^0.5
-Then
-lon = lonO + atan [(E –FE)] / (N –FN)] for the south pole case
-and
-lon = lonO + atan [(E –FE)] / – (N –FN)] for the north pole case.","For Projected Coordinate Reference System: ETRS89 / ETRS-LAEA
-
-Parameters:
-Ellipsoid:GRS 1980 a = 6378137.0 metres 1/f = 298.2572221
-then e = 0.081819191
-
-Latitude of natural origin (latO): 52°00'00.000""N = 0.907571211 rad
-Longitude of natural origin (lonO): 10°00'00.000""E = 0.174532925 rad
-False easting (FE): 4321000.00 metres
-False northing (FN) 3210000.00 metres
-
-Forward calculation for:
-Latitude (lat) = 50°00'00.000""N = 0.872664626 rad
-Longitude(lon) = 5°00'00.000""E = 0.087266463 rad
-
-First gives
-qP = 1.995531087
-qO = 1.569825704
-q = 1.525832247
-Rq = 6371007.181
-betaO = 0.905397517
-beta = 0.870458708
-D = 1.000425395
-B = 6374393.455
-
-whence
-E = 3962799.45 m
-N = 2999718.85 m
-
-Reverse calculation for the same Easting and Northing (3962799.45 E, 2999718.85 N) first gives:
-
-rho = 415276.208
-C = 0.065193736
-beta' = 0.870458708
-
-Then Latitude = 50°00'00.000""N
- Longitude = 5°00'00.000""E",This is the ellipsoidal form of the projection.,"USGS Professional Paper 1395, ""Map Projections - A Working Manual"" by John P. Snyder.",EPSG,2007-01-12,2003.35 2004.43 2005.075 2005.29 2006.20 2007.005,0
-9821,Lambert Azimuthal Equal Area (Spherical),1,See information source.,See information source.,This is the spherical form of the projection. See coordinate operation method Lambert Azimuthal Equal Area (code 9820) for ellipsoidal form. Differences of several tens of metres result from comparison of the two methods.,"USGS Professional Paper 1395, ""Map Projections - A Working Manual"" by John P. Snyder.",EPSG,2001-06-05,,0
-9822,Albers Equal Area,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-To derive the projected coordinates of a point, geodetic latitude (lat) is converted to authalic latitude (ß). The formulas to convert geodetic latitude and longitude (lat, lon) to Easting (E) and Northing (N) are:
-Easting (E) = EF + (rho . sin(theta))
-Northing (N) = NF + rhoO – (rho . cos(theta))
-
-where
-theta = n . (lon - lonO)
-rho = [a . (C – n.alpha)^0.5] / n
-rhoO = [a . (C – n.alphaO)^0.5] / n
-and
-C = m1^2 + (n . alpha1)
-n = (m1^2 – m2^2) / (alpha2 - alpha1)
-m1 = cos lat1 / (1 – e^2 sin^2(lat1))^0.5
-m2 = cos lat2 / (1 – e^2 sin^2(lat2))^0.5
-alpha = (1 – e^2) . {[sin(lat) / (1 – e^2 sin^2(lat))] – [1/(2e)] . ln [(1 – e sin(lat)) / (1 + e sin(lat))]}
-alphaO = (1 – e^2) . {[sin(latO) / (1 – e^2 sin^2(latO))] – [1/(2e)] . ln [(1 – e sin(latO)) / (1 + e sin(latO))]}
-alpha1 = (1 – e^2) . {[sin(lat1) / (1 – e^2 sin^2(lat1))] – [1/(2e)] . ln [(1 – e sin(lat1)) / (1 + e sin(lat1))]}
-alpha2 = (1 – e^2) . {[sin(lat2) / (1 – e^2 sin^2(lat2))] – [1/(2e)] . ln [(1 – e sin(lat2)) / (1 + e sin(lat2))]}
-
-The reverse formulas to derive the geodetic latitude and longitude of a point from its Easting and Northing values are:
-lat = ß' + (e^2/3 + 31e^4/180 + 517e^6/5040) . sin 2ß'] + [(23e^4/360 + 251e^6/3780) . sin 4ß'] + [(761e^6/45360) . sin 6ß']
-
-lon = lonO + (theta / n)
-where
-ß' = asin(alpha' / {1 – [(1 – e^2) / (2 . e)] . ln [(1 – e) / (1 + e)]
-alpha' = [C – (rho^2 . N^2 / a^2)] / n
-rho = {(E – EF)^2 + [rhoO – (N – NF)]^2 }^0.5
-theta = atan [(E – EF) / [rhoO – (N – NF)]
-and C, n and rhoO are as in the forward equations.",See Information Source.,,"USGS Professional Paper 1395, ""Map Projections - A Working Manual"" by John P. Snyder.",EPSG,2007-03-27,2006.20 2007.049,0
-9823,Equidistant Cylindrical,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-This method has one of the simplest formulas available. If the latitude of natural origin (latO) is at the equator the method is also known as Plate Carrée. It is not used for rigorous topographic mapping because its distortion characteristics are unsuitable. Formulas are included to distinguish this map projection method from an approach sometimes mistakenly called by the same name and used for simple computer display of geographic coordinates – see Pseudo Plate Carrée (coordinate operation method code 9825).
-
-For the forward calculation:
-
-X = R . (lon - lonO) . cos(latO)
-Y = R . lat
-
-where R = ((a^2 * (1 – e^2)) / (1 – e^2 sin^2 latO)^2)^0.5
-and latO, lonO, lat and lon are expressed in radians.
-
-For the Equidistant Cylindrical method on a sphere (not ellipsoid), e = 0 and R = a.
-
-For the reverse calculation:
-
-lat = Y / R
-lon = lonO + (X / R cos(latO))
-
-where R is as for the forward method.",See information source.,"If the latitude of natural origin is at the equator, also known as Plate Carrée. See also Pseudo Plate Carree, method code 9825.","US Geological Survey Professional Paper 1395; ""Map Projections - A Working Manual""; J. Snyder.",EPSG,2002-12-23,2002.92,0
-9824,Transverse Mercator Zoned Grid System,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The standard Transverse Mercator formulas (coordinate operation method 9807) are modified as follows:
-
-Zone number, Z, = int((Long + LongI + W) / W) with Long, LongI and W in degrees.
-where (LongI) is the Initial Longitude of the zoned grid system
-and W is the width of each zone of the zoned grid system.
-If Long < 0, Long = (Long + 360) degrees.
-
-Then,
- Long0 = [Z * W] – [LongI + (W/2)]
-
-For the forward calculation,
- Easting, E = Z*10^6 + FE + k0.nu[A + (1 - T + C)A^3/6 + (5 - 18T + T^2 + 72C - 58e'^2)A^5/120]
-
-and in the reverse calculation for longitude,
- D = (E – [FE + Z*10^6])/(nu1.k0)",(none),If locations fall outwith the fixed zones the general Transverse Mercator method (code 9807) must be used for each zone.,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2001-06-05,,0
-9825,Pseudo Plate Carree,1,"X = Lon
-Y = Lat
-
-Lat = Y
-Lon = X",(none),"Used only for depiction of graticule (latitude/longitude) coordinates on a computer display. The axes units are decimal degrees and of variable scale. The origin is at Lat = 0, Long = 0. See Equidistant Cylindrical, code 9823, for proper Plate Carrée.","EPSG guidance note #7-2, http://www.epsg.org",EPSG,2001-11-06,,0
-9826,Lambert Conic Conformal (West Orientated),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-In older mapping of Denmark and Greenland the Lambert Conic Conformal is used with axes positive north and west. To derive the projected Westing and Northing coordinates of a point with geographical coordinates (Lat, Lon) the formulas are as for the standard Lambert Conic Conformal (1SP) case (coordinate operation method code 9801) except for:
-
-W = FE – r.sin(theta)
-
-In this formula the term FE retains its definition, i.e. in the Lambert Conic Conformal (West Orientated) method it increases the Westing value at the natural origin. In this method it is effectively false westing (FW).
-
-The reverse formulas to derive the latitude and longitude of a point from its Westing and Northing values are as for the standard Lambert Conic Conformal (1SP) case except for:
-
-theta' = arctan[(FE – W)/{r0 – (N – FN)}]
-r' = +/-[(FE – W)^2 + {r0 – (N – FN)}^2]^0.5, taking the sign of n.","See Lambert Conic Conformal (1SP), code 9801, for general methodology.",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-01-16,,0
-9827,Bonne,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The formulas to convert geodetic latitude and longitude (lat, lon) to Easting and Northing are:
-
-E = (rho . sin T) + FE
-N = (a . mO / sin(latO) – rho . cos T) + FN
-
-where
-m = cos(lat) / (1 – e^2sin^2(lat))^0.5
-with lat in radians and mO for latO, the latitude of the origin, derived in the same way.
-
-M = a[(1 – e^2/4 – 3e^4/64 – 5e^6/256 –....)lat – (3e^2/8 + 3e^4/32 + 45e^6/1024+....)sin(2 lat) + (15e^4/256 + 45e^6/1024 +.....)sin(4 lat) – (35e^6/3072 + ....)sin(6 lat) + .....]
-with lat in radians and MO for latO, the latitude of the origin, derived in the same way.
-
-rho = a . mO / sin(latO) + MO – M
-T = a . m (lon – lonO) / rho with lon and lonO in radians
-
-For the reverse calculation:
-X = E – FE
-Y = N – FN
-rho = ± [X^2 + (a . mO / sin(latO) – Y)^2]^0.5 taking the sign of latO
-M = a . mO / sin(latO) + MO – rho
-mu = M / [a (1 – e^2/4 – 3e^4/64 – 5e^6/256 –
)]
-e1 = [1 – (1 – e^2)^0.5] / [1 + (1 – e^2)^0.5]
-lat = mu + ((3 e1 / 2) – (27 e1^3 / 32) +.....)sin(2 mu) + ((21 e1^2 / 16) – (55 e1^4 / 32) + ....)sin(4 mu)
- + ((151 e1^3 / 96) +.....)sin(6 mu) + ((1097 e1^4 / 512) – ....)sin(8 mu) + ......
-
-m = cos(lat) / (1 – e^2 sin^2(lat))^0.5
-
-If latO is not negative
-lon = lonO + rho {atan[X / (a . mO / sin(latO) – Y)]} / a . m
-but if lonO is negative
-lon = lonO + rho {atan[– X / (Y – a . mO / sin(latO))]} / a . m
-In either case, if lat = ±90°, m = 0 and the equation for lon is indeterminate, so use lon = lonO.",See information source.,,"US Geological Survey Professional Paper 1395, ""Map Projections - A Working Manual"" by John P Snyder.",EPSG,2002-07-13,,0
-9828,Bonne (South Orientated),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-The formulas to convert geodetic latitude and longitude (lat, lon) to Easting and Northing are:
-
-W = FE – (rho . sin T)
-S = FN – (a . mO / sin(latO) – rho . cos T)
-
-where
-m = cos(lat) / (1 – e^2sin^2(lat))^0.5
-with lat in radians and mO for latO, the latitude of the origin, derived in the same way.
-
-M = a[(1 – e^2/4 – 3e^4/64 – 5e^6/256 –....)lat – (3e^2/8 + 3e^4/32 + 45e^6/1024+....)sin(2 lat) + (15e^4/256 + 45e^6/1024 +.....)sin(4 lat) – (35e^6/3072 + ....)sin(6 lat) + .....]
-with lat in radians and MO for latO, the latitude of the origin, derived in the same way.
-
-rho = a . mO / sin(latO) + MO – M
-T = a . m (lon – lonO) / rho with lon and lonO in radians
-
-For the reverse calculation:
-X = FE – W
-Y = FN – S
-rho = ± [X^2 + (a . mO / sin(latO) – Y)^2]^0.5 taking the sign of latO
-M = a . mO / sin(latO) + MO – rho
-mu = M / [a (1 – e^2/4 – 3e^4/64 – 5e^6/256 –
)]
-e1 = [1 – (1 – e^2)^0.5] / [1 + (1 – e^2)^0.5]
-lat = mu + ((3 e1 / 2) – (27 e1^3 / 32) +.....)sin(2 mu) + ((21 e1^2 / 16) – (55 e1^4 / 32) + ....)sin(4 mu)
- + ((151 e1^3 / 96) +.....)sin(6 mu) + ((1097 e1^4 / 512) – ....)sin(8 mu) + ......
-
-m = cos(lat) / (1 – e^2 sin^2(lat))^0.5
-
-If latO is not negative
-lon = lonO + rho {atan[X / (a . mO / sin(latO) – Y)]} / a . m
-but if lonO is negative
-lon = lonO + rho {atan[– X / (Y – a . mO / sin(latO))]} / a . m
-In either case, if lat = ±90°, m = 0 and the equation for lon is indeterminate, so use lon = lonO.
-
-In these formulas the terms FE and FN retain their definition, i.e. in the Bonne (South Orientated) method they increase the Westing and Southing value at the natural origin. In this method they are effectively false westing (FW) and false southing (FS) respectively.","See information source of Bonne, code 9827, for general methodology.",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2002-07-13,,0
-9829,Polar Stereographic (variant B),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-First calculate the scale factor at natural origin:
-for the south pole case
-tF = tan (pi/4 + latF/2) / {[(1 + e sin(latF)) / (1 – e sin(latF))]^(e/2)}
-
-but for the north pole case
-tF = tan (pi/4 - latF/2) * {[(1 + e sin(latF)) / (1 – e sin(latF))]^(e/2)}
-
-then for both cases
-mF = cos(latF) / (1 – e^2 sin^2(latF))^0.5
-ko = mF {[(1+e)^(1+e) (1–e)^(1–e)]0.5} / (2 tF)
-
-
-The forward and reverse conversions then follow the formulae for the
-Polar Stereographic (variant A) method:
-
-For the forward conversion from latitude and longitude, for the south pole case
-
-E = FE + rho * sin(lon – lonO)
-N = FN + rho * cos(lon – lonO)
-where
-t = tan(pi/4 + lat/2) / {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}
-rho = 2*a*ko*t / {[(1+e)^(1+e) (1–e)^(1–e)]^0.5}
-
-For the north pole case,
-rho and E are found as for the south pole case but
-t = tan(pi/4 – lat/2) * {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}
-N = FN – rho * cos(lon – lonO)
-
-
-For the reverse conversion from easting and northing to latitude and longitude,
-lat = chi + (e^2/2 + 5e^4/24 + e^6/12 + 13e^8/360) sin(2 chi)
-+ (7e^4/48 + 29e^6/240 + 811e^8/11520) sin(4 chi)
-+ (7e^6/120 + 81e^8/1120) sin(6 chi) + (4279e^8/161280) sin(8 chi)
-
-where rho' = [(E-FE)^2 + (N – FN)^2]^0.5
-t' =rho' {[(1+e)^(1+e) * (1– e)^(1-e)]^0.5} / (2 a ko)
-and for the south pole case
-chi = 2 atan(t' ) – pi/2
-but for the north pole case
-chi = pi/2 - 2 atan t'
-
-Then for for both north and south cases if E = FE, lon = lonO
-else for the south pole case
-lon = lonO + atan [(E – FE) / (N – FN)]
-and for the north pole case
-lon = lonO + atan [(E – FE) / –(N – FN)] = lonO + atan [(E – FE) / (FN – N)]","For Projected Coordinate Reference System: WGS 84 / Australian Antarctic Polar Stereographic
-
-Parameters:
-Ellipsoid: WGS 84
-a = 6378137.0 metres 1/f = 298.2572236
-then e = 0.081819191
-
-Latitude of standard parallel (latF): 71°00'00.000""S = -1.239183769 rad
-Longitude of origin (lonO): 70°00'00.000""E = 1.221730476 rad
-False easting (FE): 6000000.00 metres
-False northing (FN): 6000000.00 metres
-
-Forward calculation for:
-Latitude (lat) = 75°00'00.000""S = -1.308996939 rad
-Longitude(lon) = 120°00'00.000""E = 2.094395102 rad
-
-tF = 0.168407325
-mF = 0.326546781
-ko = 0.97276901
-t = 0.132508348
-pho = 1638783.238
-whence
-E = 7255380.79 m
-N = 7053389.56 m
-
-Reverse calculation for the same Easting and Northing (7255380.79 E, 7053389.56 N) first gives:
-tF = 0.168407325 mF = 0.326546781 and ko = 0.97276901
-then rho' = 1638783.236 t' = 0.132508347 chi = -1.3073146
-
-Then Latitude (lat) = 75°00'00.000""S
- Longitude (lon) = 120°00'00.000""E",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2004-06-22,2004.43,0
-9830,Polar Stereographic (variant C),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-For the forward conversion from latitude and longitude, for the south pole case
-E = EF + rho * sin (lon – lonO)
-N = NF – rhoF + rho * cos (lon – lonO)
-where
-mF = cos latF / (1 – e^2 sin^2(latF))^0.5
-tF = tan (p/4 + latF/2) / {[(1 + e sin(latF)) / (1 – e sin(latF))]^(e/2)}
-t = tan (p/4 + lat/2) / {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}
-rhoF = a mF
-rho = rhoF * t / tF
-
-For the north pole case, mF, *F, * and E are found as for the south pole case but
-tF = tan (p/4 – latF/2) * {[(1 + e sin(latF)) / (1 – e sin(latF))]^(e/2)}
-t = tan (p/4 – lat/2) * {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}
-N = NF + rhoF – [rho * cos (lon – lonO)]
-
-
-For the reverse conversion from easting and northing to latitude and longitude,
-lat = chi + (e^2/2 + 5e^4/24 + e^6/12 + 13e^8/360) sin(2 chi)
-+ (7e^4/48 + 29e^6/240 + 811e^8/11520) sin(4 chi)
-+ (7e^6/120 + 81e^8/1120) sin(6 chi) + (4279e^8/161280) sin(8 chi)
-
-where for the south pole case
-rho' = [(E-EF)^2 + (N – NF + rhoF)^2] ^0.5
-t' = rho' * tF / rhoF
-chi = 2 atan(t' ) – pi/2
-and where mF and tF are as for the forward conversion
-
-For reverse conversion north pole case, mF, tF and rhoF are found as for the north pole case of the forward conversion, and
-rho' = [(E-EF)^2 + (N – NF – rhoF)^2]^0.5
-t' is found as for the south pole case of the reverse conversion = rho' * tF / rhoF
-chi = pi/2 - 2 atan t'
-
-Then for for both north and south pole cases
-if E = EF, lon = lonO
-else for the south pole case
-lon = lonO + atan [(E – EF) / (N – NF + rhoF)]
-and for the north pole case
-lon = lonO + atan [(E – EF) / –(N – NF – rhoF)] = lonO + atan [(E – EF) / (NF + rhoF – N)]","For Projected Coordinate Reference System: Petrels 1972 / Terre Adelie Polar Stereographic
-
-Parameters:
-Ellipsoid:International 1924
-a = 6378388.0 metres 1/f = 297.0
-then e = 0.081991890
-
-Latitude of false origin (latF): 67°00'00.000""S = -1.169370599 rad
-Longitude of origin (lonO): 140°00'00.000""E = 2.443460953 rad
-Easting at false origin (EF): 300000.00 metres
-Northing at false origin (NF): 200000.00 metres
-
-Forward calculation for:
-Latitude (lat) = 66°36'18.820""S = -1.162480524 rad
-Longitude (lon) = 140°04'17.040""E = 2.444707118 rad
-
-mF = 0.391848769
-rhoF = 2499363.488
-tF = 0.204717630
-t = 0.208326304
-rho = 2543421.183
-whence
-E = 303169.52 m
-N = 244055.72 m
-
-Reverse calculation for the same Easting and Northing (303169.522 E, 244055.721 N) first gives:
-mF = 0.391848769
-rhoF = 2499363.488
-tF = 0.204717630
-
-then
-rho' = 2543421.183
-t' = 0.208326304
-chi = -1.1600190
-
-Then Latitude (lat) = 66°36'18.820""S
- Longitude (lon) =140°04'17.040""E",,"EPSG guidance note #7-2, http://www.epsg.org",EPSG,2003-09-22,,0
-9831,Guam Projection,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-the forward conversion from latitude and longitude is given by:
- x = (lon – lonO) cos(lat) / [(1 – e^2 sin^2(lat))^0.5]
- E = FE + x
- N = FN + M – MO + ^2 tan(lat) [(1 – e^2 sin^2(lat))^0.5] / (2a)}
-where
- M = a[(1 – ^2/4 – 3e^4/64 – 5e^6/256 –....)lat – (3e^2/8 + 3e^4/32 + 45e^6/1024+....)sin(2 lat)
- + (^4/256 + 45e^6/1024 +.....)sin(4 lat) – (35e^6/3072 + ....)sin(6 lat) + .....]
-with lat in radians and MO for latO, the latitude of the natural origin, derived in the same way.
-
-The reverse conversion from easting and northing to latitude and longitude requires iteration of three equations. The Guam projection uses three iterations, which is satisfactory over the small area of application. First MO for the latitude of the origin latO is derived as for the forward conversion. Then:
-e' = [1 – (1 –^2)^0.5] / [1 + (1 – e^2)^0.5]
-and
-M' = MO + (N – FN) – {(E – FE)^2 tan(latO) [(1 – e^2 sin^2(latO)^0.5] / (2a)}
-mu' = M' / a(1 – e^2/4 – 3e^4/64 – 5e^6/256 –....)
-lat' = mu' + (3e'/2 – 27e'^3/32)sin(2mu') + (21e'^2/16 – 55e'^4/32)sin(4mu') + (151e'^3/96)sin(6mu')
-+ (1097e'^4/512)sin(8mu')
-
- M"" = MO + (N – FN) – {(E FE)^2 tan(lat') [(1 – e^2 sin^2(lat'))^0] / (2a)}
-mu"" = M"" / a(1 – e^2/4 – 3e^4/64 – 5e^6/256 –....)
-lat"" = mu"" + (3e'/2 – 27e'^3/32)sin(2mu"") + (21e'^2/16 – 55e'^4/32)sin(4mu"") + (151e'^3/96)sin(6mu"")
- (1097 e'^4/512)sin(8mu"")
-
- M''' = MO + (N – FN) – {(E – F)^2 ta(lat"") [(1 – e^2 sin^2(lat"")^0.5] / (2a)}
-mu''' = M''' / a(1 – e^2/4 – 3e^4/64 – 5e^6/256 –....)
-lat''' = mu''' + (3e'/2 – 27e'^3/32)sin(2mu''') + (21e'^2/16 – 55e'^4/32)sin(4mu''') + (151e'^3/96)sin(6mu''')
-+ (1097e'^4/512)sin(8mu''')
-Then
-lon = lonO + {(E – FE) . [(1 – e^2 sin^2 lat''')^0.5] / (a cos lat''')}",See information source or EPSG Guidance Note 7.,Simplified form of Oblique Azimuthal Equidistant projection method.,"US Geological Survey Professional Paper 1395; ""Map Projections - A Working Manual""; J. Snyder.",EPSG,2004-04-22,,0
-9832,Modified Azimuthal Equidistant,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.
-
-First calculate a constant for the projection:
-nu_O = a /(1 – e^2 sin^2(latO))^0.5
-
-Then the forward conversion from latitude and longitude is given by:
-nu = a /(1 – e^2 sin^2(lat))^0.5
-psi = atan [(1 – e^2) tan(lat) + e^2 * nu_O * sin(latO) / (nu * cos(lat))]
-alpha = atan {sin (lon – lonO) / [cos(latO) * tan(psi) – sin(latO) * cos (lon – lonO)]}
-G = e sin(latO) / (1 – e^2)^0.5
-H = e cos(latO) * cos(alpha) / (1 – e^2)^0.5
-Then
-if sin(alpha)) = 0, s = asin (cos(latO) * sin(psi) – sin(latO) * cos(psi)) * SIGN(cos(alpha))
-else s = asin [sin (lon – lonO) * cos(psi) / sin(alpha))
-
-and in either case
-c = nu_O * s {[1 – s^2 * H^2 (1 – H^2) /6] + [(s^3/8)GH(1-2H^2)] + (s^4/120)[H^2(4-7H^2) – 3G^2(1-7H^2)] – [(s^5/48)GH]}
-
-Then
- E = FE + * sin(alpha)
- N = FN + * cos(alpha)
-
-For the reverse conversion from easting and northing to latitude and longitude:
- c' = [(E FE)^2 + (N – FN)^2]^0.5
-alpha' = atan [(E – FE) / (N – FN)]
- A = e^2 * cos^2(latO) * cos^2(alpha') / (1 – e^2)
- B 3e^2 * (1-A) * sin(latO) * cos(latO) * cos(alpha') / (1 – e^2)
- D = c'nu_O
- J = D – [A (1 + AD^3 / 6] – [B (1 + 3A) D^4 / 24]
- K = 1 – (* J^2 / 2) – (B *J^3 / 6)
-psi' = asin (sin(latO) cos(J) + cos(latO) sin(J) cos(alpha'))
-
-Then
-lat = atan [(1 – e^2 * K sin(latO) / sin(psi')) * tan(psi') / (1 – e^2)]
-lon = lonO + asin (sin(alpha') * sin(J) / cos(psi'))",See information source or EPSG Guidance Note 7.,Modified form of Oblique Azimuthal Equidistant projection method developed for Polynesian islands. For the distances over which these projections are used (under 800km) this modification introduces no significant error.,"US Geological Survey Professional Paper 1395; ""Map Projections - A Working Manual""; J. Snyder.",EPSG,2006-03-31,2006.20,0
-9833,Hyperbolic Cassini-Soldner,1,See information source.,See information source.,,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2006-06-28,,0
-9834,Lambert Cylindrical Equal Area (Spherical),1,See information source.,See information source.,This is the spherical form of the projection. Differences of several tens of metres result from comparison with ellipsoidal form.,"USGS Professional Paper 1395, ""Map Projections - A Working Manual"" by John P. Snyder.",OGP,2006-09-22,,0
+9601,Longitude rotation,1,Target_longitude = Source_longitude + longitude_offset.,(none),This transformation allows calculation of the longitude of a point in the target system by adding the parameter value to the longitude value of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,1999/11/12,1999.790,0
+9602,Geographic/geocentric conversions,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶Latitude, P, and Longitude, L, in terms of Geographic Coordinate Reference System A may ¶be expressed in terms of a geocentric (earth centred) Cartesian coordinate reference system X, Y, Z ¶with the Z axis corresponding with the Polar axis positive northwards, the X axis through ¶the intersection of the Greenwich meridian and equator, and the Y axis through the ¶intersection of the equator with longitude 90 degrees E. If the prime meridian for geogCRS A is not ¶Greewich, longitudes must first be transformed to their Greenwich equivalent. If the earth's ¶spheroidal semi major axis is a, semi minor axis b, and inverse flattening 1/f, then¶¶ X = (nu + h) cos P cos L¶ Y = (nu + h) cos P sin L¶ Z = ((1 - e^2) nu + h) sin P¶¶where nu is the prime vertical radius of curvature at latitude P and is equal to ¶ nu = a /(1 - e^2*sin^2(P))^0.5,¶ P and L are respectively the latitude and longitude (related to Greenwich) of the point ¶ h is height above the ellipsoid, (topographic height plus geoidal height), and¶ e is the eccentricity of the ellipsoid where e^2 = (a^2 -b^2)/a^2 = 2f -f^2¶ ¶Cartesian coordinates in geocentric coordinate reference system B may be used to derive geographical coordinates in terms of geographic coordinate reference system B by:¶ ¶P = atan[(Z + eta b sin^3 q) / (p – e^2 a cos^3 q)]¶L = atan (Y/X)¶¶where¶eta = e^2 / (1 – e^2)¶b = a(1 – f)¶p = (X^2 + Y^2)^0.5¶q = atan[(Z a) / (p b)]¶¶and where L is relative to Greenwich. If the geographic system has a non Greenwich prime meridian, the Greenwich value of the local prime meridian should be applied to longitude.¶¶Then¶ h (p / cos P) – nu¶¶(Note that h is the height above the ellipsoid. This is the height value which is delivered by Transit and GPS satellite observations but is not the topographic height value which is normally used for national mapping and levelling operations. The topographic height is usually the height above mean sea level or an alternative ¶level reference for the country. If one starts with a topographic height, it will be necessary to convert it to an ellipsoid height before using the above transformation formulas. h = N + H, where N is the geoid height above the ellipsoid at the point and is sometimes negative, and H is the height of the point above the geoid. The height above the geoid is often taken to be that above mean sea level, perhaps with a constant correction applied. Geoid heights of points above the nationally used ellipsoid may not be readily available. For the WGS84 ellipsoid the value of N, ¶representing the height of the geoid relative to the ellipsoid, can vary between values of -100m in the Sri Lanka area to +80m in the North Atlantic.)","Consider a North Sea point with coordinates derived by GPS satellite in the WGS 84 geographical coordinate system with coordinates of:¶¶ latitude 53 deg 48 min 33.82 sec N, ¶ longitude 02 deg 07 min 46.38 sec E, ¶ and ellipsoidal height 73.0m, ¶¶whose coordinates are required in terms of the ED50 geographical coordinate system which takes the International 1924 ellipsoid. The three parameter datum shift from WGS 84 to ED50 for this North Sea area is given as dX = +84.87m, dY = +96.49m, dZ = +116.95m. ¶¶The WGS 84 geographical coordinates convert to the following geocentric values using the above formulas for X, Y, Z:¶¶ XA = 3771 793.97m¶ YA = 140 253.34m¶ ZA = 5124 304.35m¶¶Applying the quoted datum shifts to these, we obtain new geocentric values now related to ED50:¶¶ XB = 3771 878.84m¶ YB = 140 349.83m¶ ZB = 5124 421.30m¶¶These convert to ED50 values on the International 1924 ellipsoid as:¶ latitude 53 deg 48 min 36.565 sec N, ¶ longitude 02 deg 07 min 51.477 sec E, ¶ and ellipsoidal height 28.02 m, ¶¶Note that the derived height is referred to the International 1924 ellipsoidal surface and will need a further correction for the height of the geoid at this point in order to relate it to Mean Sea Level.","This is a parameter-less conversion. In applications it is often concatenated with the 3- 7- or 10-parameter transformations 9603, 9606, 9607 or 9636 to form a geographic to geographic transformation.","EPSG guidance note #7-2, http://www.epsg.org, from ""Datums and Map Projections""; Iliffe and Lott (2007).",OGP,2007/11/01,1997.290 2002.510 2004.330 2007.058,0
+9603,Geocentric translations,1,Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶Xt = Xs + dX; Yt = Ys + dY; Zt = Zs + dZ,"Given a three parameter datum shift from WGS 84 to ED50 for this North Sea area is given as ¶dX = +84.87m, dY = +96.49m, dZ = +116.95m. ¶¶The WGS84 geographical coordinates convert to the following WGS 84 geocentric values using ¶the above formulas for X, Y, Z:¶¶ XA = 3771 793.97m¶ YA = 140 253.34m¶ ZA = 5124 304.35m¶¶Applying the given datum shifts to these, we obtain new geocentric values now related ¶to ED50:¶¶ XB = 3771 878.84m¶ YB = 140 349.83m¶ ZB = 5124 421.30m",This transformation allows calculation of coordinates in the target system by adding the parameter value to the corresponding coordinate values of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,1996/09/18,,0
+9604,Molodensky,1,See information source.,(none),See Abridged Molodensky.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/08/25,2004.470,0
+9605,Abridged Molodensky,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶As an alternative to the computation of the new latitude, longitude and height above ellipsoid in discrete steps through geocentric coordinates, the changes in these geographic coordinates may be derived directly by formulas derived by Molodenski. Abridged versions of these formulas, which are quite satisfactory for three parameter transformations, are as follows:¶¶dlat "" = [(-dX*sin(lat)*cos(lon)) - (dY*sin(lat)*sin(lon)) + (dZ*cos(lat)) + (((a*Df) + (f*Da))*sin(2*lat))] / (rho * sin(1""))¶¶dlon "" = (-dX*sin(lon) + dY*cos(lon)) / ((nu*cos(lat)) * sin(1""))¶¶dh = (dX*cos(lat)*cos(lon)) + (dY*cos(lat)*sin(lon)) + (dZ*sin(lat)) + ((a*Df + f*Da)*(sin(lat)^2)) - da¶¶where the dX, dY and dZ terms are the geocentric translation parameters, and rho and nu are the meridian and prime vertical radii of curvature at the given latitude (lat) on the first ellipsoid, da is the difference in the semi-major axes (a1 - a2) of the first and second ellipsoids and df is the difference in the flattening of the two ellipsoids.¶¶The formulas for dlat and dlon indicate changes in latitude and longitude in arc-seconds.","For a North Sea point with coordinates derived by GPS satellite in the WGS84 geographical coordinate reference system, with coordinates of:¶ latitude lat_s =53°48'33.82""N, ¶ longitude lon_s = 2°07'46.38""E, ¶ and ellipsoidal height h_s = 73.0m, ¶¶whose coordinates are required in terms of the ED50 geographical coordinate reference system which takes the International 1924 ellipsoid. ¶¶The three geocentric translations parameter values from WGS84 to ED50 for this North Sea area are given as dX = +84.87m, dY = +96.49m, dZ = +116.95m. ¶Ellipsoid Parameters are:¶WGS 84 a = 6378137.0 metres 1/f = 298.2572236¶International 1924 a = 6378388.0 metres 1/f = 297.0¶¶Then¶da = 6378388 – 6378137 = 251¶df = 0.003367003 - 0.003352811 = 1.41927E-05¶whence¶dlat = 2.543""¶dlon = 5.097""¶dh = – 44.909 m¶¶ED50 values on the International 1924 ellipsoid are then:¶ latitude lat_t = 53°48'36.563""N, ¶ longitude lon_t = 2°07'51.477""E, ¶ and ellipsoidal height h_t = 28.091 m.","This transformation is a truncated Taylor series expansion of a transformation between two geographic coordinate systems, modelled as a set of geocentric translations.","EPSG guidance note #7-2, http://www.epsg.org",OGP,2006/06/12,1999.010 2004.470 2006.420,0
+9606,Position Vector 7-param. transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶Transformation of coordinates from one geographic coordinate reference system into another (also known as a ""datum transformation"") is usually carried out as an implicit concatenation of three transformations:¶[geographical to geocentric >> geocentric to geocentric >> geocentric to geographic]¶¶The middle part of the concatenated transformation, from geocentric to geocentric, is usually described as a simplified 7-parameter Helmert transformation, expressed in matrix form with 7 parameters, in what is known as the ""Bursa-Wolf"" formula:¶¶ (Xt) ( 1 -Rz +Ry) (Xs) (dX)¶ (Yt) = M * ( +Rz 1 -Rx) * (Ys) + (dY)¶ (Zt) ( -Ry +Rx 1 ) (Zs) (dZ)¶¶The parameters are commonly referred to defining the transformation ""from source coordinate reference system to target coordinate reference system"", whereby (Xs, Ys, Zs) are the coordinates of the point in the source geocentric coordinate reference system and (Xt, Yt, Zt) are the coordinates of the point in the target geocentric coordinate reference system. But that does not define the parameters uniquely; neither is the definition of the parameters implied in the formula, as is often believed. However, the following definition, which is consistent with the “Position Vector Transformation” convention is common E&P survey practice, ¶¶(dX, dY, dZ) :Translation vector, to be added to the point's position vector in the source coordinate reference system in order to transform from source system to target system; also: the coordinates of the origin of the source coordinate reference system in the target coordinate reference system.¶¶(Rx, Ry, Rz) :Rotations to be applied to the point's vector. The sign convention is such that a positive rotation about an axis is defined as a clockwise rotation of the position vector when viewed from the origin of the Cartesian coordinate reference system in the positive direction of that axis; e.g. a positive rotation about the Z-axis only from source system to target system will result in a larger longitude value for the point in the target system. Although rotation angles may be quoted in any angular unit of measure, the formula as given here requires the angles to be provided in radians.¶¶M :The scale correction to be made to the position vector in the source coordinate reference system in order to obtain the correct scale in the target coordinate reference system. M = (1 + dS*10^-6), where dS is the scale correction expressed in parts per million. ¶¶<<<<<This text continues in the description of the Coordinate Frame Rotation formula>>>>>","Input point: ¶Coordinate reference system: WGS 72 (geographic 3D)¶ Latitude = 55 deg 00 min 00 sec N¶ Longitude = 4 deg 00 min 00 sec E¶ Ellipsoidal height = 0 m¶¶This transforms to Cartesian geocentric coords:¶ X = 3 657 660.66 (m) ¶ Y = 255 768.55 (m)¶ Z = 5 201 382.11 (m)¶¶Transformation parameters WGS 72 to WGS 84:¶ dX (m) = 0.000 ¶ dY (m) = 0.000 ¶ dZ (m) = +4.5¶ RX ("") = 0.000 = 0.0 radians¶ RY ("") = 0.000 = 0.0 radians¶ RZ ("") = +0.554 = 0.000002685868 radians¶ Scale (ppm) = +0.219¶¶Application of the 7 parameter Position Vector Transformation results in WGS 84 coordinates of:¶ X = 3 657 660.78 (m)¶ Y = 255 778.43 (m)¶ Z = 5 201 387.75 (m)¶¶This converts into:¶ Latitude = 55 deg 00 min 00.090 sec N¶ Longitude = 4 deg 00 min 00.554 sec E¶ Ellipsoidal height = +3.22 m¶on the WGS 84 geographic 3D coordinate reference system.",Note the analogy with the Coordinate Frame Rotation (code 9607) but beware of the differences! The Position Vector convention is used by IAG and recommended by ISO 19111.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,1996/09/18,1998.160,0
+9607,Coordinate Frame rotation,1,"<<<<<This text is continued from the description of the Position Vector Transformation formula>>>>>¶¶Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶Although being common practice particularly in the European E&P industry, the Position Vector Transformation sign convention is not universally accepted. A variation on this formula is also used, particularly in the USA E&P industry. That formula is based on the same definition of translation and scale parameters, but a different definition of the rotation parameters. The associated convention is known as the ""Coordinate Frame Rotation"" convention (EPSG coordinate operation method code 9607). ¶The formula is:¶¶ (XÂ’) ( 1 +Rz -Ry) (X) (dX)¶ (YÂ’) = M * ( -Rz 1 +Rx) * (Y) + (dY)¶ (ZÂ’) ( +Ry -Rx 1 ) (Z) (dZ)¶¶and the parameters are defined as:¶¶(dX, dY, dZ) : Translation vector, to be added to the point's position vector in the source coordinate reference system in order to transform from source coordinate reference system to target coordinate reference system; also: the coordinates of the origin of source coordinate reference system in the target frame.¶¶(Rx, Ry, Rz) : Rotations to be applied to the coordinate reference frame. The sign convention is such that a positive rotation of the frame about an axis is defined as a clockwise rotation of the coordinate reference frame when viewed from the origin of the Cartesian coordinate reference system in the positive direction of that axis, that is a positive rotation about the Z-axis only from source coordinate reference system to target coordinate reference system will result in a smaller longitude value for the point in the target coordinate reference system. Although rotation angles may be quoted in any angular unit of measure, the formula as given here requires the angles to be provided in radians.¶¶M : The scale factor to be applied to the position vector in the source coordinate reference system in order to obtain the correct scale of the target coordinate reference system. M = (1+dS*10^-6), where dS is the scale correction expressed in parts per million.¶¶In the absence of rotations the two formulas are identical; the difference is solely in the rotations. The name of the second method reflects this.¶¶Note that the same rotation that is defined as positive in the first method is consequently negative in the second and vice versa. It is therefore crucial that the convention underlying the definition of the rotation parameters is clearly understood and is communicated when exchanging datum transformation parameters, so that the parameters may be associated with the correct coordinate transformation method (algorithm).","The same example as for the Position Vector Transformation (coordinate operation method 9606) can be calculated, however the following transformation parameters have to be applied to achieve the same input and output in terms of coordinate values:¶¶Transformation parameters Coordinate Frame Rotation convention:¶dX (m) = 0.000 ¶dY (m) = 0.000 ¶dZ (m) = +4.5 ¶RX ("") = 0.000¶RY ("") = 0.000¶RZ ("") = -0.554 = -0.000002685868 radians¶Scale (ppm) = +0.219¶¶Please note that only the rotation has changed sign as compared to the Position Vector Transformation.",Note the analogy with the Position Vector transformation (code 9606) but beware of the differences! The Position Vector convention is used by IAG and recommended by ISO 19111.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/03/17,2004.141,0
+9613,NADCON,1,"The latitude and longitude offsets at a point are derived by interpolation within the gridded data. Separate grid files are given for latitude and longitude offsets. The grid file format is given in documentation available from the information source. Bi-linear interpolation is used to derive the offset values. For the forward calculation the interpolated value of the offset is then added to the source CRS coordinate value to give the coordinates in the target CRS.¶¶Reversibility¶Iteration is required for the reverse transformation. The coordinate reference system for the coordinates of the grid nodes is the source coordinate reference system for the forward transformation. Then in forward transformations the offset is obtained through straightforward interpolation of the grid file. But for the reverse transformation the first grid interpolation entry will be the value of the point in the second coordinate reference system, the offsets are interpolated and applied with sign reversed, and the result used in further iterations of interpolation and application of offset until the difference between results from successive iterations is insignificant.",(none),Geodetic transformation operating on geographic coordinate differences by bi-linear interpolation. Input expects longitudes to be positive west.,US Coast and geodetic Survey - http://www.ngs.noaa.gov,OGP,2008/04/11,2004.190 2008.027,0
+9614,NTv1,1,"The latitude and longitude offsets at a point are derived by interpolation within the gridded data. One grid file contains both latitude and longitude offsets. The grid file format is given in documentation available from the information source. Bi-linear interpolation is used to derive the offset values. For the forward calculation the interpolated value of the offset is then added to the source CRS coordinate value to give the coordinates in the target CRS.¶¶Reversibility¶Iteration is required for the reverse transformation. The coordinate reference system for the coordinates of the grid nodes is the source coordinate reference system for the forward transformation. Then in forward transformations the offset is obtained through straightforward interpolation of the grid file. But for the reverse transformation the first grid interpolation entry will be the value of the point in the second coordinate reference system, the offsets are interpolated and applied with sign reversed, and the result used in further iterations of interpolation and application of offset until the difference between results from successive iterations is insignificant.",(none),Geodetic transformation operating on geographic coordinate differences by bi-linear interpolation. Superseded in 1997 by NTv2 (transformation method code 9615). Input expects longitudes to be positive west.,Geomatics Canada - Geodetic Survey Division.,OGP,2008/04/11,2004.190 2008.027,0
+9615,NTv2,1,"The latitude and longitude offsets at a point are derived by interpolation within the gridded data. One grid file contains both latitude and longitude offsets. The grid file format is given in documentation available from the information source. Bi-linear interpolation is used to derive the offset values. For the forward calculation the interpolated value of the offset is then added to the source CRS coordinate value to give the coordinates in the target CRS.¶¶Reversibility¶Iteration is required for the reverse transformation. The coordinate reference system for the coordinates of the grid nodes is the source coordinate reference system for the forward transformation. Then in forward transformations the offset is obtained through straightforward interpolation of the grid file. But for the reverse transformation the first grid interpolation entry will be the value of the point in the second coordinate reference system, the offsets are interpolated and applied with sign reversed, and the result used in further iterations of interpolation and application of offset until the difference between results from successive iterations is insignificant.",(none),Geodetic transformation operating on geographic coordinate differences by bi-linear interpolation. Supersedes NTv1 (transformation method code 9614). Input expects longitudes to be positive west.,"Geomatics Canada - Geodetic Survey Division, http://www.geod.nrcan.gc.ca/. Also GDAit software documentation from University of Melbourne Geomatics Department, http://www.sli.unimelb.edu.au/gda94/.",OGP,2008/04/11,2004.190 2008.027,0
+9616,Vertical Offset,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶A vertical offset allows calculation of coordinates in the target vertical coordinate reference system by adding a correction parameter A to the coordinate values of the point in the source system:¶X2 = X1 + A1>2¶where¶X2 = value in the forward target vertical coordinate reference system.¶X1 = value in the forward source vertical coordinate reference system.¶A1>2 is the offset to be applied for the transformation from CRS 1 to CRS 2. Its value for the forward calculation is the value of the origin of the source CRS 1 in the target CRS 2.¶¶For the reverse transformation from CRS 2 to CRS 1 the same formula is used but with the sign of the offset A1>2 reversed:¶ X1 = X2 + (–A1>2)¶¶Change of axis direction¶The above formulas apply only when the positive direction of the axis of each CRS is the same. If there is a requirement to transform heights in the source CRS to depths in the target CRS or to transform depths in the source CRS to heights in the target CRS, the formulas must be modified to:¶for the forward transformation: X2 = mX1 + A1>2¶for the reverse transformation: X1 = m[X2 + (–A1>2)]¶where m is a direction modifier,¶m = p1 * p2 ¶and¶ p1 indicates the positive direction of the CRS 1 axis; p1 = +1 if up, -1 if down;.¶ p2 indicates the positive direction of the CRS 2 axis; p2 = +1 if up, -1 if down¶These modified formulas remain valid whether or not there is a change in axis direction.¶¶Change of unit¶A further modification allows for source CRS axis, target CRS axis or offset to be in different units giving the general formulas:¶for the forward transformation: X2 = {(p1 * p2) * (X1 * U1) + (A1>2 * UA)} / U2¶for the reverse transformation: X1 = {(p1 * p2) * [(X2 * U2) + (–A1>2 * UA)]} / U1¶¶where U1 U2 and UA are unit conversion ratios for the two systems and the offset value respectively. U = [(factor b) / (factor c)] from the EPSG Dataset Unit of Measure table, populated with respect to the linear base unit, metre. U has a value of 0.3048 for the international foot.",(none),This transformation allows calculation of height (or depth) in the target system by adding the parameter value to the height (or depth)-value of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2008/04/11,1999.790 2008.010,0
+9617,Madrid to ED50 polynomial,0,Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The polynomial expressions are:¶¶ dLat seconds = A0 + (A1*lat) + (A2*lon) + (A3*H)¶ dLon seconds = B00 + B0 + (B1*lat) + (B2*lon) + (B3*H)¶¶where latitude lat and longitude lon are in decimal degrees referred to the Madrid 1870 (Madrid) geographic coordinate reference system and H is gravity-related height in metres. B00 is the longitude (in seconds) of the Madrid meridian measured from the Greenwich meridian; it is the value to be applied to a longitude relative to the Madrid meridian to transform it to a longitude relative to the Greenwich meridan.¶¶The results of these expressions are applied through the formulae:¶Lat(ED50) = Lat(M1870(M)) + dLat¶and Lon(ED50) = Lon(M1870(M)) + dLon.,"Input point coordinate system: Madrid 1870 (Madrid) (geographic 3D)¶ Latitude = 42 deg 38 min 52.77 sec N ¶ = 42.647992 degrees¶ Longitude = 3 deg 39 min 34.57 sec E of Madrid¶ = +3.659603 degrees from the Madrid meridian.¶ Height = 0 m¶¶For the north zone transformation:¶A1 = 11.328779¶A2 = -0.1674¶A3 = -0.03852¶A4 = 0.0000379¶B0 = -13276.58¶B1 = 2.5079425¶B2 = 0.8352¶B3 = -0.00864¶B4 = -0.0000038¶¶dLat = +4.05 seconds¶¶Then ED50 latitude = 42 deg 38 min 52.77 sec N + 4.05sec¶ = 42 deg 38 min 56.82 sec N¶¶
+dLon = -13238.484 seconds = -3 deg 40 min 38.484 sec¶¶Then ED50 longitude = 3 deg 39 min 34.57 sec E - 3 deg 40 min 38.484 sec¶ = 0 deg 01 min 03.914 sec W of Greenwich.",,"EPSG guidance note #7-2, http://www.epsg.org, after Institut de Geomatica; Barcelona.",OGP,2006/10/30,1999.284 1999.820 1999.640 2006.910,0
+9618,Geographic2D with Height Offsets,1,Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶Lat_T = Lat_S + latitude_offset ¶Lon_T = Lon_S + longitude_offset ¶EllipsoidHeight_T = GravityHeight_S + gravity-related_to_ellipsoid_height_offset.,(none),This transformation allows calculation of coordinates in the target system by adding the parameter value to the coordinate values of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/04/27,1999.790 2004.330,0
+9619,Geographic2D offsets,1,Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶Lat_T = Lat_S + latitude_offset ¶Lon_T = Lon_S + longitude_offset.,"A position with coordinates of 38°08'36.565""N, 23°48'16.235""E referenced to the old Greek geographic 2D coordinate reference system (EPSG CRS code 4120) is to be transformed to the newer GGRS87 system (EPSG CRS code 4121). Transformation parameters from Greek to GGRS87 are:¶dLat = -5.86""¶dLon = +0.28""¶¶Then Lat(GGRS87) = 38°08'3656 5"" N (5.8 6"") = 38°08'30.705""N¶and Lon(GGRS87) = 23°48'16.23 5""E + 0. 28"" = 23°48'16.515""E¶¶For the reverse transformation for the same point, ¶Lat(GREEK) = 38°08'30.705 "" N + 5. 86"" = 38°08'36.565""N¶Lon(GREEK) = 23°48'16.515"" E + (-0. 28 "") = 23°48'16.235""E",This transformation allows calculation of coordinates in the target system by adding the parameter value to the coordinate values of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/04/27,1999.790 2004.330,0
+9620,Norway Offshore Interpolation,0,See information source.,(none),"Although in principle this method is not reversible, in practice reversibility is better than 10 cm. For the applications for which it was designed it may be considered reversible.","Norwegian Mapping Authority note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge"".",OGP,2005/05/21,2005.230,0
+9621,Similarity transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The similarity transformation in algebraic form is:¶¶XT = XT0 + XS * M * cos q + YS * M * sin q¶YT = YT0 – XS * M * sin q + YS * M * cos q¶¶where:¶XT0 , YT0 = the coordinates of the origin point of the source coordinate reference system expressed in the target coordinate reference system;¶M = the length of one unit in the source coordinate reference system expressed in units of the target coordinate reference system;¶q = the angle about which the axes of the source coordinate reference system need to be rotated to coincide with the axes of the target coordinate reference system, counter-clockwise being positive. Alternatively, the bearing of the source coordinate reference system Y-axis measured relative to target coordinate reference system north.¶¶The similarity transformation can also be described as a special case of the parametric affine transformation where coefficients A1 = B2 and A2 = - B1.¶¶Reversibility¶The reverse formula for the Similarity Transformation is:¶¶XS = [(XT – XTO) * cos q – (YT – YTO) * sin q ] / [M ]¶YS = [(XT – XTO) * sin q + (YT – YTO) * cos q] / [M ]","Tombak LNG Plant Grid to Nakhl-e Ghanem / UTM zone 39N¶¶Parameters of the Similarity Transformation:¶XTO = 611267.2865 metres¶YTO = = 3046565.8255 metres¶M = 0.9997728332¶q = 315 degrees¶¶Forward computation for plant grid coordinates x (= XS) = 20000m, y (= YS) = 10000m:¶¶XT = UTM E = 611267.2865 + 14138.9230 + (-7069.4615)¶ = 618336.748 m¶¶YT = UTM N = 3046565.8255 – (–14138.9230) + 7069.4615¶ = 3067774.210 m¶¶Reverse computation for UTM coordinates 618336.748 m E, 3067774.210 m:¶¶Plant x = [4998.8642 – (–14996.5925)] / 0.9997728332¶ = 20000.000 m¶¶Plant y = [(– 4998.8642) + 14996.5925)] / 0.9997728332¶ = 10000.000 m",Defined for two-dimensional coordinate systems.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2005/08/26,2000.830 2004.670,0
+9622,Affine orthogonal geometric transformation,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶XT = XT0 + XS . k . dSX . cos q + YS . k . dSY . sin q¶YT = YT0 – XS . k . dSX . sin q + YS . k . dSY . cos q¶¶where:¶¶XT0 ,YT0 = the coordinates of the origin point of the source coordinate reference system, expressed in the target coordinate reference system;¶dSX , dSY = the length of one unit of the source axis, expressed in units of the target axis, for the X axes and the Y- axes respectively;¶k = point scale factor of the target coordinate reference system in a chosen reference point;¶q = the angle through which the source coordinate reference system axes must be rotated to coincide with the target coordinate refderence system axes (counter-clockwise is positive). Alternatively, the bearing (clockwise positive) of the source coordinate reference system Y-axis measured relative to target coordinate reference system north.","Source coordinate system: imaginary 3D seismic acquisition bin grid. The two axes are orthogonal, but the unit on the I-axis is 25 metres, whilst the unit on the J-axis is 12.5 metres.¶The target projected coordinate system is WGS 84 / UTM Zone 31N and the origin of the bin grid (centre of bin 0,0) is defined at E = 456781.0, N = 5836723.0. The projected coordinate system point scale factor at the bin grid origin is 0.99984.¶The map grid bearing of the I and J axes are 110* and 20* respectively. Thus the angle through which both the positive I and J axes need to be rotated to coincide with the positive Easting axis and Northing axis respectively is +20 degrees.¶¶Hence: ¶XT0 , = 456 781.0 m¶YT0 = 5 836 723.0 m¶dSX = 25¶dSY = 12.5¶k = 0.99984¶q = +20 degrees¶¶Forward calculation for centre of bin with coordinates: I = 300, J = 247:¶¶XT = Easting = XT0 + XS . k . dSX . cos q + YS . k . dSY . sin q = 464 855.62 m.¶¶YT = Northing = YT0 – XS . k . dSX . sin q + YS . k . dSY . cos q = 5 837 055.90 m¶¶Reverse calculation for this point:¶XS = [( XT – XT0) . cos qY – (YT – YT0) . sin qY ] / [k . dSX . cos (qX – qY)] = 230 bins¶¶YS = [(XT – XT0) . sin qX + (YT – YT0) . cos qX ] / [k . dSY . cos (qX – qY)] = 162 bins",,"EPSG guidance note #7, http://www.epsg.org",OGP,2000/06/10,,1
+9623,Affine geometric transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶General case.¶¶The geometric representation of the affine transformation is:¶XT = XT0 + XS * k * MX * cos qX + YS * k * MY * sin qY¶YT = YT0 – XS * k * MX * sin qX + YS * k * MY * cos qY ¶where:¶¶XT0 ,YT0 = the coordinates of the origin point of the source coordinate reference system, expressed in the target coordinate reference system;¶MX , MY = the length of one unit of the source axis, expressed in units of the target axis, for the first and second source and target axis pairs respectively;¶qX , qY = the angles about which the source coordinate reference system axes XS and YS must be rotated to coincide with the target coordinate reference system axes XT and YT respectively (counter-clockwise being positive).¶k = point scale factor of the target coordinate reference system in a chosen reference point;¶ ¶Comparing the algebraic representation with the parameters of the parameteric form (code 9624) it can be seen that the parametric and geometric forms of the affine transformation are related as follows:¶A0 = XT0¶A1 = k * MX * cos qX ¶A2 = k * MY * sin qY¶B0 = YT0¶B1 = – k * MX * sin qX¶B2 = k *MY * cos qY¶¶Reversibility¶For the Affine Geometric Transformation, the reverse operation can be described by a different formula, as shown below, in which the same parameter values as the forward transformation may be used:¶¶XS = [( XT – XT0) . cos qY – (YT – YT0) . sin qY ] / [k * MX * cos (qX – qY)]¶YS = [(XT – XT0) . sin qX + (YT – YT0) . cos qX ] / [k * MY * cos (qX – qY)]¶¶
+Orthogonal case¶¶If the source coordinate reference system happens to have orthogonal axes, that is both axes are rotated through the same angle to bring them into the direction of the orthogonal target coordinate reference system axes, i.e. qX = qY = q, then the Affine Geometric Transformation can be simplified to:¶¶XT = XT0 + XS . k . MX . cos q + YS . k . MY . sin q¶YT = YT0 – XS . k . MX . sin q + YS . k . MY . cos q¶¶where:¶q = the angle through which the source coordinate reference system axes must be rotated to coincide with the target coordinate refderence system axes (counter-clockwise is positive). Alternatively, the bearing (clockwise positive) of the source coordinate reference system Y-axis measured relative to target coordinate reference system north.¶¶The reverse formulas of the general case can also be simplified by replacing qX and qY with q:¶¶XS = [(XT – XTO) * cos q – (YT – YTO) * sin q ] / [k * MX ]¶YS = [(XT – XTO) * sin q + (YT – YTO) * cos q] / [k * MY ]¶¶In the EPSG dataset this orthogonal case (code 9622) has been deprecated. The formulas for the general case should be used, inserting q for both qX and qY. The case has been documented here as part of the progression through increasing constraints on the degrees of freedom between the general case and the Similarity Transformation.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2005/08/26,2004.670,0
+9624,Affine parametric transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶XT = A0 + A1 * XS + A2 * YS¶YT = B0 + B1 * XS + B2 * YS¶where¶XT , YT are the coordinates of a point P in the target coordinate reference system;¶XS , YS are the coordinates of P in the source coordinate reference system.¶¶Reversibility¶The reverse transformation is another affine transformation using the same formulas but with different parameter values. The reverse parameter values, indicated by a prime (Â’), can be calculated from those of the forward transformation as follows:¶¶D = A1 * B2 – A2 * B1¶A0Â’ = (A2 * B0 – B2 * A0) / D¶B0Â’ = (B1 * A0 – A1 * B0) / D¶A1Â’ = +B2 / D¶A2Â’ = – A2 / D¶B1Â’ = – B1 / D¶B2Â’ = +A1 / D¶¶Then¶ XS = A0' + A1' * XT + A2' * YT¶ YS = B0' + B1' * XT + B2' *",(none),,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2005/08/23,2004.670,0
+9625,General polynomial (2nd-order),0,"The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the input parameters, usually coordinate offsets U and V relative to a central evaluation point, to ‘manageableÂ’ numbers, between –10 and +10 at most.¶¶U = XS - XS0 in defined units (which may not be those of the coordinate reference system),¶V = YS - YS0¶¶Then (XT - XT0) = (XS - XS0) + dX¶ (YT - YT0) = (YS - YS0) + dY ¶or¶XT = XS - XS0 + XT0 + dX¶YT = YS - YS0 + YT0 + dY¶¶where¶XT , YT are coordinates in the target coordinate reference system,¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.¶¶and where¶dX = A0 + A1.U + A2.V + A3.U2 + A4.U.V + A5.V2¶dY = B0 + B1.U + B2.V +B3.U2 +B4.U.V +B5.V2",,,EPSG guidance note #7.,OGP,2000/03/07,,1
+9626,General polynomial (3rd-order),0,"The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the input parameters, usually coordinate offsets U and V relative to a central evaluation point, to ‘manageableÂ’ numbers, between –10 and +10 at most.¶¶U = XS - XS0 in defined units (which may not be those of the coordinate reference system),¶V = YS - YS0¶¶Then (XT - XT0) = (XS - XS0) + dX¶ (YT - YT0) = (YS - YS0) + dY ¶or¶XT = XS - XS0 + XT0 + dX¶YT = YS - YS0 + YT0 + dY¶¶where¶XT , YT are coordinates in the target coordinate reference system,¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.¶¶and where¶dX = A0 + A1.U + A2.V + A3.U2 + A4.U.V + A5.V2 + A6.U3 + A7.U2.V + A8.U.V2 + A9.V3¶dY = B0 + B1.U + B2.V +B3.U2 +B4.U.V +B5.V2 + B6.U3 +B7.U2.V +B8.U.V2 +B9.V3",,,EPSG guidance note #7.,OGP,2000/03/07,,1
+9627,General polynomial (4th-order),0,"The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the input parameters, usually coordinate offsets U and V relative to a central evaluation point, to ‘manageableÂ’ numbers, between –10 and +10 at most.¶¶U = XS - XS0 in defined units (which may not be those of the coordinate reference system),¶V = YS - YS0¶¶Then (XT - XT0) = (XS - XS0) + dX¶ (YT - YT0) = (YS - YS0) + dY ¶or¶XT = XS - XS0 + XT0 + dX¶YT = YS - YS0 + YT0 + dY¶¶where¶XT , YT are coordinates in the target coordinate reference system,¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.¶¶and where¶dX = A0 + A1.U + A2.V + A3.U2 + A4.U.V + A5.V2 + A6.U3 + A7.U2.V + A8.U.V2 + A9.V3 + A10.U4 + A11.U3.V + A12.U2.V2 + A13.U.V3 + A14.V4¶¶dY = B0 + B1.U + B2.V +B3.U2 +B4.U.V +B5.V2 + B6.U3 +B7.U2.V +B8.U.V2 +B9.V3 + B10.U4 + B11.U3.V + B12.U2.V2 + B13.U.V3 + B14.V4",,,EPSG guidance note #7.,OGP,2000/03/07,,1
+9628,Reversible polynomial (2nd-order),1,See EPSG Guidance Note 7.,,Reversibility is subject to constraints. See Guidance Note 7 for clarification.,EPSG guidance note #7.,OGP,2000/03/07,1999.640,1
+9629,Reversible polynomial (3rd-order),1,See EPSG Guidance Note 7.,,Reversibility is subject to constraints. See Guidance Note 7 for clarification.,EPSG guidance note #7.,OGP,2000/03/07,1999.640,1
+9630,Reversible polynomial (4th-order),1,See EPSG Guidance Note 7.,"For geodetic transformation ED50 to ED87 (1)¶¶Offset unit: degree¶Ordinate 1 of evaluation point X0 = 55° 00' 00.000""N = +55 degrees¶Ordinate 2 of evaluation point Y0 = 0° 00' 00.000""E = +0 degrees¶¶Parameters:¶A0 = -5.56098E-06 A1 = -1.55391E-06 ... A14 = -4.01383E-09¶B0 = +1.48944E-05 B2 = +2.68191E-05 ... B14 = +7.62236E-09¶¶Forward calculation for: ¶ED50 Latitude = Xs =52* 30Â’30""N = +52.508333333 degrees¶ED50 Longitude = Ys = 2*E= +2.0 degrees ¶¶U = XS - X0 = * ED50 - X0 = 52.508333333 - 55.0 = -2.491666667 degrees¶V = YS - Y0 = * ED50 - Y0 = 2.0 - 0.0 = 2.0 degrees¶¶dX = A0 + A1.U + ... + A14.V4¶ = -5.56098E-06 + (-1.55391E-06 * -2.491666667) + ... + (-4.01383E-09 * 2.0^4)¶ = -3.12958E-06 degrees¶¶dY = B0 + B1.U + ... + B14.V4¶ = +1.48944E-05 + (2.68191E-05 * -2.491666667) + ... + (7.62236E-09 * 2.0^4)¶ = +9.80126E-06 degrees¶¶Then ED87 Latitude = XT = XS + dX¶ = 52.508333333 - 3.12958E-06 degrees¶ = 52* 30Â’ 29.9887"" N¶¶ED87 Longitude = YT = YS + dY¶ = 2* 00Â’ 00.0353"" E¶¶
+Reverse calculation for transformation ED50 to ED87 (1).¶The transformation method for the ED50 to ED87 (1) transformation, 4th-order reversible polynomial, is reversible. The same formulas may be applied for the reverse calculation, but coefficients A0 through A14 and B0 through B14 are applied with reversal of their signs. Sign reversal is not applied to the coordinates of the evaluation point. Thus:¶Ordinate 1 of evaluation point X0 = 55° 00' 00.000""N = +55 degrees¶Ordinate 2 of evaluation point Y0 = 0° 00' 00.000""E = +0 degrees¶A0 = +5.56098E-06 A1 = +1.55391E-06 ... A14 = +4.01383E-09¶B0 = -1.48944E-05 B1 = -2.68191E-05 ... B14 = -7.62236E-09¶¶Reverse calculation for: ¶ED87 Latitude = XS = 52° 30Â’29.9887""N = +52.5083301944 degrees¶ED87 Longitude = YS = 2° 00Â’ 00.0353"" E = +2.0000098055 degrees ¶¶U = 52.5083301944 - 55.0 = -2.4916698056 degrees¶V = 2.0000098055 - 0.0 = 2.0000098055 degrees¶¶dX = A0 + A1.U + ... + A14.V4¶ = +5.56098E-06 + (1.55391E-06 * -2.491666667) + ... + (4.01383E-09 * 2.0000098055^4)¶ = +3.12957E-06 degrees¶¶dY = B0 + B1.U + ... + B14.V4¶ = -1.48944E-05 + (-2.68191E-05 * -2.491666667) + ... + (-7.62236E-09 * 2.0000098055^4)¶ = -9.80124E-06 degrees¶¶Then ED50 Latitude = XT = XS + dX¶ = 52.5083301944 + 3.12957E-06 degrees¶ = 52° 30Â’ 30.000"" N¶¶ED50 Longitude = YT = YS + dY¶ = 2° 00Â’ 00.000"" E",Reversibility is subject to constraints. See Guidance Note 7 for clarification.,EPSG guidance note #7.,OGP,2000/03/07,1999.640,1
+9631,Complex polynomial (3rd-order),0,"The relationship between two projected coordinate reference systems may be approximated more elegantly by a single polynomial regression formula written in terms of complex numbers. The advantage is that the dependence between the ‘AÂ’ and ‘BÂ’ coefficients (for U and V) is taken into account in the formula, resulting in fewer coefficients for the same order polynomial. A third-order polynomial in complex numbers is used in Belgium. A fourth-order polynomial in complex numbers is used in The Netherlands for transforming coordinates referenced to the Amersfoort / RD system to and from ED50 / UTM.¶¶(dX + i. dY) = (A1 + i. A2).(U + i.V) + (A3 + i. A4).(U + i.V)^2 + (A5 + i. A6).(U + i.V)^3 ¶¶where U = (XS - XS0).10-5¶and V = (YS - YS0).10-5¶¶Then¶XT = XS - XS0 + XT0 + dX¶YT = YS - YS0 + YT0 + dY¶¶where¶XT , YT are coordinates in the target coordinate reference system,¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.¶¶Note that the zero order coefficients of the general polynomial, A0 and B0, have apparently disappeared. In reality they are absorbed by the different coordinates of the source and of the target evaluation point, which in this case, are numerically very different because of the use of two different projected coordinate reference systems for source and target.¶¶The transformation parameter values (the coefficients) are not reversible. For the reverse transformation a different set of parameter values are required, used within the same formulas as the forward direction","For transformation Belge Lambert 72 to ED50 / UTM zone 31N,¶¶Eo1 = 0¶No1 = 0¶Eo2 = 449681.702¶No2 = 5460505.326¶A1 = -71.3747¶A2 = 1858.8407¶A3 = -5.4504¶A4 = -16.9681¶A5 = 4.0783¶A6 = 0.2193¶¶For source coordinate system E1=200000 N1=100000, then¶E2 = 647737.377 N2 = 5564124.227.",Coordinate pairs treated as complex numbers. This exploits the correlation between the polynomial coefficients and leads to a smaller number of coefficients than the regular 3rd-order polynomial.,EPSG guidance note #7.,OGP,2000/03/07,,1
+9632,Complex polynomial (4th-order),0,"The relationship between two projected coordinate reference systems may be approximated more elegantly by a single polynomial regression formula written in terms of complex numbers. The advantage is that the dependence between the ‘AÂ’ and ‘BÂ’ coefficients (for U and V) is taken into account in the formula, resulting in fewer coefficients for the same order polynomial. A third-order polynomial in complex numbers is used in Belgium. A fourth-order polynomial in complex numbers is used in The Netherlands for transforming coordinates referenced to the Amersfoort / RD system to and from ED50 / UTM.¶¶(dX + i. dY) = (A1 + i. A2).(U + i.V) + (A3 + i. A4).(U + i.V)^2 + (A5 + i. A6).(U + i.V)^3 + (A7 + i.A8).(U + i.V)^4¶¶where U = (XS - XS0).10-5¶and V = (YS - YS0).10-5¶¶Then¶XT = XS - XS0 + XT0 + dX¶YT = YS - YS0 + YT0 + dY¶¶where¶XT , YT are coordinates in the target coordinate reference system,¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.¶¶Note that the zero order coefficients of the general polynomial, A0 and B0, have apparently disappeared. In reality they are absorbed by the different coordinates of the source and of the target evaluation point, which in this case, are numerically very different because of the use of two different projected coordinate reference systems for source and target.¶¶The transformation parameter values (the coefficients) are not reversible. For the reverse transformation a different set of parameter values are required, used within the same formulas as the forward direction.","For transformation RD / Netherlands New to ED50 / UTM zone 31N,¶¶Eo1 = 155000¶No1 = 463000¶Eo2 = 663395.607¶No2 = 5781194.380¶A1 = -51.681¶A2 = 3290.525¶A3 = 20.172¶A4 = 1.133¶A5 = 2.075¶A6 = 0.251¶A7 = 0.075¶A8 = -0.012¶¶For source coordinate system E1=200000 N1=500000, then¶E2 =707155.557 N2 = 5819663.128.",Coordinate pairs treated as complex numbers. This exploits the correlation between the polynomial coefficients and leads to a smaller number of coefficients than the regular 4th-order polynomial.,EPSG guidance note #7.,OGP,2000/03/07,,1
+9633,Ordnance Survey National Transformation,1,"This method is used for transformation between ETRS89 (or WGS 84) geographic and OSGB36 / National Grid projected coordinate reference systems. It uses a gridded data set with nodes in a temporary projected CRS (ETRS89 / National Grid) for bi-linear interpolation of grid coordinate differences.¶¶The offsets at a point are derived by interpolation within the gridded data. One grid file contains both easting and northing offsets. The grid file format is given in documentation available from the information source. The coordinate reference system for the coordinates of the grid fiule nodes is an intermediary projected CRS, ETRS89 / British National Grid.¶¶For the transformation of ETRS89 coordinates to OSGB36 / British National Grid coordinates, the ETRS89 latitude and longitude are first converted into ETRS89 / National Grid values using the Transverse Mercator formulas given in EPSG method code 9807. Then bi-linear interpolation is used to derive easting and northing offset values. These are added to the temporary ETRS89 / National Grid coordinate values to give OSGB36 / National Grid coordinate values.¶¶For the transformation of OSGB36 / British National Grid coordinates to ETRS89 latitude and longitude, iteration is required. For the first iteration the OSGB36 / British National Grid easting and northing values are assumed to be in the ETRS89 / National Grid. Bi-linear interpolation is used to derive the easting and northing offset values which are applied with sign reversed to the input coordinates.The result is used in further iterations of interpolation and application of offset until the difference between results from successive iterations is insignificant. Finally these Transverse Mercator grid coordinates are converted to ETRS89 latitude and longitude using the formulae given in EPSG method code 9807.",See information source.,Geodetic transformation between ETRS89 (or WGS 84) and OSGB36 / National Grid. Uses ETRS89 / National Grid as an intermediate coordinate system for bi-linear interpolation of gridded grid coordinate differences.,http://www.gps.gov.uk/gpssurveying.asp,OGP,2008/04/11,2004.190 2008.027,0
+9634,Maritime Provinces polynomial interpolation,0,"The transformation makes use of a residual file for each Canadian maritime province. The process of residual interpolation accounts for local variations in the coordinate reference system and provides a transformation accuracy of +/- 5 cm.¶¶By using a second residual file, the transformation may be reversed. Only one residual file is in use by the method during any given execution.",(none),This transformation is an executable module within the application NBGeocalc. It is an adaptation of the ESTPM program developed by Geodetic Survey of Canada.,Survey of New Brunswick,OGP,2000/10/19,,0
+9635,Geographic3D to Geographic2D+GravityRelatedHeight,1,"This is a complex, multi-step transformation, involving the application of a geoid height difference interpolated at a point in a ""geoid model"". The geoid model should be available as a regular grid of latitude and longitude with the height of the geoid above the ellipsoid at each grid node. Only the height is affected by this transformation; the geodetic latitude and longitude are not.¶¶The transformation involves the following sequence of steps:¶· Selection of a subset of the geoid file covering the extent of the points to be transformed.¶· If the geoid file is not based on the source or target CRS, it needs to be transformed first. This involves transformation of the chosen subset of the geoid file from its orignal Geographic 3D CRS to the Geographic 3D CRS that is the source or the target of this transformation.¶· Calculation of the height of the geoid above the ellipsoid (""geoid undulation"") at the relevant point(s). This is achieved through a bi-linear interpolation of the geoid undulation, using the latitude and longitude to locate the point in the sub-grid. This step results in the height of the geoid above the ellipsoid (N) of the Geographic 3D CRS, whether source or target.¶· At each point, the application of the calculated geoid undulation to the height to be transformed.¶¶H=h-N for Geographic3D to Geographic2D+GravityRelatedHeight¶¶h=H+N for Geographic2D+GravityRelatedHeight to Geographic3D¶¶where h = the ellipsoidal height (height above the ellipsoid in a geographic 3D CRS)¶and H = the gravity-related height (vertical CRS) component of the compound CRS.",(none),"Transformation from a Geographic 3D CRS to a Compound CRS consisting of a Geographic 2D CRS and a Vertical CRS, or vice versa. The Geographic 3D and the Geographic 2D CRS must be based on the same Geodetic Datum.","EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/04/27,2004.190 2004.340,0
+9636,Molodensky-Badekas 10-parameter transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶To eliminate high correlation between the translations and rotations in the derivation of parameter values for the Helmert transformation methods (coordinate operation method codes 9606 and 9607), instead of the rotations being derived about the geocentric coordinate reference system origin they may be derived at a location within the points used in the determination. Three additional parameters, the coordinates of the rotation point, are then required. The formula is:¶¶ (Xt) ( 1 +Rz -Ry) (Xs - Xp) (Xp) (dX)¶ (Yt) = M * ( -Rz 1 +Rx) * (Ys - Yp) + (Yp) + (dY)¶ (Zt) ( +Ry -Rx 1 ) (Zs - Zp) (Zp) (dZ)¶¶and the parameters are defined as:¶¶(dX, dY, dZ) : Translation vector, to be added to the point's position vector in the source coordinate system in order to transform from source coordinate reference system to target coordinate reference system; also: the coordinates of the origin of source coordinate reference system in the target frame.¶¶(Rx, Ry, Rz) : Rotations to be applied to the coordinate reference frame. The sign convention is such that a positive rotation of the frame about an axis is defined as a clockwise rotation of the coordinate reference frame when viewed from the origin of the Cartesian coordinate system in the positive direction of that axis, that is a positive rotation about the Z-axis only from source coordinate reference system to target coordinate reference system will result in a smaller longitude value for the point in the target coordinate reference system. Although rotation angles may be quoted in any angular unit of measure, the formula as given here requires the angles to be provided in radians.¶¶(Xp, Yp, Zp) : Coordinates of the point about which the coordinate reference frame is rotated, given in the source Cartesian coordinate reference system. ¶¶M : The scale factor to be applied to the position vector in the source coordinate reference system in order to obtain the correct scale of the target coordinate reference system. M = (1+dS*10^-6), where dS is the scale correction expressed in parts per million.¶¶Reversibility.¶The Molodensky-Badekas transformation in a strict mathematical sense is not reversible, i.e. in principle the same parameter values cannot be used to execute the reverse transformation. This is because the evaluation point coordinates are in the forward direction source coordinate reference system and the rotations have been derived about this point. They should not be applied about the point having the same coordinate values in the target coordinate reference system, as is required for the reverse transformation. However, in practical application there are exceptions when applied to the approximation of small differences between the geometry of a set of points in two different coordinate reference systems. The typical vector difference in coordinate values is in the order of 6*10^1 to 6*10^2 metres, whereas the evaluation point on or near the surface of the earth is 6.3*10^6 metres from the origin of the coordinate systems at the EarthÂ’s centre. This difference of four or five orders of magnitude allows the transformation in practice to be considered reversible. Note that in the reverse transformation, only the signs of the translations and rotation parameter values are reversed; the coordinates of the evaluation point remain unchanged.","Input point: ¶Coordinate reference system: La Canoa (geographic 2D)¶ Latitude = 9 deg 35 min 00.386 sec N¶ Longitude = 66 deg 04 min 48.091 sec W¶This is taken to be geographic 3D with an assumed Ellipsoidal height hS = 201.465 m¶¶This transforms to Cartesian geocentric coords:¶ XS = 2 550 408.965 m¶ YS = -5 749 912.266 m¶ ZS = 1 054 891.114 m¶¶Transformation parameters La Canoa to REGVEN:¶ dX = -270.933 m¶ dY = +115.599 m¶ dZ = -360.226 m¶ RX = -5.266 sec = -0.000025530288 radians¶ RY = -1.238 sec = -0.000006001993 radians¶ RZ = +2.381 sec = 0.000011543414 radians¶ dS = -5.109 ppm¶ Ordinate 1 of evaluation point = 2464351.59 m¶ Ordinate 2 of evaluation point = -5783466.61 m¶ Ordinate 3 of evaluation point = 974809.81 m¶¶Application of the 10 parameter Molodenski-Badekas Transformation results in REGVEN geocentric coordinates of:¶ XT = 2 550 138.467 m¶ YT = -5 749 799.862 m¶ ZT = 1 054 530.826 m¶¶This converts into:¶ Latitude = 9 deg 34 min 49.001 sec N¶ Longitude = 66 deg 04 min 54.705 sec W¶ Ellipsoidal height = -18.10 m¶on the REGVEN geographic 3D coordinate reference system.¶¶Because the source coordinate reference system was 2D, the target system ellipsoidal height is ignored and the results treated as a geographic 2D coordinate reference system:¶ Latitude = 9 deg 34 min 49.001 sec N¶ Longitude = 66 deg 04 min 54.705 sec W",The [7-parameter] Coordinate Frame rotation method (code 9607) is a specific case of the Molodenski-Badekas 10-parameter transformation in which the evaluation point is the origin of the geocentric coordinate system at which coordinate values are zero.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/03/17,2002.510 2004.470,0
+9637,Degree representation conversion: deg to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:¶¶deg decimal degrees¶adeg absolute value of decimal degrees¶ideg integer degrees¶sdeg signed integer degree¶min real-number minutes¶imin integer minutes¶sec real-number seconds¶lathem, lonhem hemisphere abbreviation¶¶
+Forward calculation from decimal degree representation to DMSH representation:¶adeg = ABS(deg)¶ideg = INT(adeg)¶¶min = (adeg - ideg) * 60¶imin = INT(min)¶sec = (min - imin) * 60¶¶Then for latitude, if deg < 0, lathem = S else lathem = N¶For longitude, if deg < 0, lonhem = W else lonhem = E¶¶Reverse calculation from DMSH representation to decimal degree representation:¶deg = (ideg + imin/60 + sec/3600) * H¶where for latitude H = 1 if lathem = N and H = -1 if lathem = S¶and for longitude H = 1 if lonhem = E and H = -1 if lonhem = W","Source CRS = WGS 84 (deg) (CRS code 63266405).¶Latitude = 35.75255, longitude = -85.20415¶¶Target CRS in DMSH = WGS 84 (CRS code 4326)¶Latitude = 35°45Â’09.18”N, longitude = 85°12Â’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,OGP,2002/11/22,,1
+9638,Degree representation conversion: degH to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:¶¶deg decimal degrees¶adeg absolute value of decimal degrees¶ideg integer degrees¶sdeg signed integer degree¶min real-number minutes¶imin integer minutes¶sec real-number seconds¶lathem, lonhem hemisphere abbreviation¶¶
+In this conversion (both forward and reverse) the hemisphere parameter remains unchanged and retains its position in the respective coordinate strings.¶¶Forward calculation from degH representation to DMSH representation:¶ideg = INT(adeg)¶¶min = (adeg - ideg) * 60¶imin = INT(min)¶sec = (min - imin) * 60¶¶Reverse calculation from DMSH representation to decimal degree representation:¶adeg = (ideg + imin/60 + sec/3600)","Source CRS = WGS 84 (degH) (CRS code 63266406).¶Latitude = 35.75255N, longitude = 85.20415W¶¶Target CRS in DMSH = WGS 84 (CRS code 4326)¶Latitude = 35°45Â’09.18”N, longitude = 85°12Â’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,OGP,2002/11/22,,1
+9639,Degree representation conversion: Hdeg to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:¶¶deg decimal degrees¶adeg absolute value of decimal degrees¶ideg integer degrees¶sdeg signed integer degree¶min real-number minutes¶imin integer minutes¶sec real-number seconds¶lathem, lonhem hemisphere abbreviation¶¶
+In this conversion the hemisphere parameters retain their values but change their positions in their respective coordinate strings from the end of the strings to the beginnings (both forward and reverse).¶¶Forward calculation from Hdeg representation to DMSH representation:¶First, re-order fields from¶ lathem, lat_adeg and lonhem, lon_adeg¶to lat_adeg, lathem and lon_adeg, lonhem ¶¶Then ¶ideg = INT(adeg)¶¶min = (adeg - ideg) * 60¶imin = INT(min)¶sec = (min - imin) * 60¶¶
+Reverse calculation from DMSH representation to Hdeg representation:¶adeg = (ideg + imin/60 + sec/3600)¶¶Then re-order fields from¶ lat_adeg, lathem and lon_adeg, lonhem¶to lathem, lat_adeg and lonhem, lon_adeg","Source CRS = WGS 84 (Hdeg) (CRS code 63266407).¶Latitude = N35.75255, longitude = W85.20415¶¶Target CRS in DMSH = WGS 84 (CRS code 4326)¶Latitude = 35°45Â’09.18”N, longitude = 85°12Â’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,OGP,2002/11/22,,1
+9640,Degree representation conversion: DM to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:¶¶deg decimal degrees¶adeg absolute value of decimal degrees¶ideg integer degrees¶sdeg signed integer degree¶min real-number minutes¶imin integer minutes¶sec real-number seconds¶lathem, lonhem hemisphere abbreviation¶¶
+Forward calculation from DM representation to DMSH representation:¶¶ideg = ABS(sdeg)¶¶imin = INT(min)¶sec = (min - imin) * 60¶¶If lat_sdeg < 0, lathem = S else lathem = N¶If lon_sdeg < 0, lonhem = W else lathem = E¶¶
+Reverse calculation from DMSH representation to DM representation:¶sdeg = ideg * H¶where for latitude, H = 1 if lathem = N and H = -1 if lathem = S¶and for longitude H = 1 if lonhem = E and H = -1 if lonhem = W¶¶Then¶min = imin + (sec / 60)","Source CRS = WGS 84 (DM) (CRS code 63266408).¶Latitude = 35°45.153Â’, longitude = -85°12.249Â’¶¶Target CRS in DMSH = WGS 84 (CRS code 4326)¶Latitude = 35°45Â’09.18”N, longitude = 85°12Â’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,OGP,2002/11/22,,1
+9641,Degree representation conversion: DMH to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:¶¶deg decimal degrees¶adeg absolute value of decimal degrees¶ideg integer degrees¶sdeg signed integer degree¶min real-number minutes¶imin integer minutes¶sec real-number seconds¶lathem, lonhem hemisphere abbreviation¶¶
+The degree and hemisphere parameters remain unchanged in this conversion (both forward and reverse) and also retain their position in their respective coordinate strings.¶¶Forward calculation from DMH representation to DMSH representation:¶imin = INT(min)¶sec = (min - imin) * 60¶¶Reverse calculation from DMSH representation to DMH representation:¶min = imin + (sec / 60)","Source CRS = WGS 84 (DMH) (CRS code 63266409).¶Latitude = 35°45.153Â’ N, longitude = 85°12.249Â’ W¶¶Target CRS in DMSH = WGS 84 (CRS code 4326)¶Latitude = 35°45Â’09.18”N, longitude = 85°12Â’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,OGP,2002/11/22,,1
+9642,Degree representation conversion: HDM to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:¶¶deg decimal degrees¶adeg absolute value of decimal degrees¶ideg integer degrees¶sdeg signed integer degree¶min real-number minutes¶imin integer minutes¶sec real-number seconds¶lathem, lonhem hemisphere abbreviation¶¶
+In this conversion the degree parameters remain unchanged in this conversion (both forward and reverse). The hemisphere parameters retain their values but change their positions in their respective coordinate strings.¶¶Forward calculation from HDM representation to DMSH representation:¶imin = INT(min)¶sec = (min - imin) * 60¶Then reorder fields from hem, ideg, imin, sec to ideg, imin, sec, hem.¶¶Reverse calculation from DMSH representation to HDM representation:¶min = imin + (sec / 60)¶Then re-order fields from ideg, min, hem to hem, ideg, min.","Source CRS = WGS 84 (HDM) (CRS code 63266410).¶Latitude = N35°45.153Â’, longitude = W85°12.249Â’¶¶Target CRS in DMSH = WGS 84 (CRS code 4326)¶Latitude = 35°45Â’09.18”N, longitude = 85°12Â’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,OGP,2002/11/22,,1
+9643,Degree representation conversion: DMS to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:¶¶deg decimal degrees¶adeg absolute value of decimal degrees¶ideg integer degrees¶sdeg signed integer degree¶min real-number minutes¶imin integer minutes¶sec real-number seconds¶lathem, lonhem hemisphere abbreviation¶¶
+In this conversion (both forward and reverse) the minute and second parameters remain unchanged.¶¶Forward calculation from DMS representation to DMSH representation:¶¶ideg = ABS(sdeg)¶If lat_sdeg < 0, lathem = S else lathem = N¶If lon_sdeg < 0, lonhem = W else lathem = E¶¶Reverse calculation from DMSH representation to DMS representation:¶sdeg = ideg * H¶where for latitude, H = 1 if lathem = N and H = -1 if lathem = S¶and for longitude H = 1 if lonhem = E and H = -1 if lonhem = W","Source CRS = WGS 84 (DMS) (CRS code 63266411).¶Latitude = 35°45Â’09.18”, longitude = -85°12Â’14.94”¶¶Target CRS in DMSH = WGS 84 (CRS code 4326)¶Latitude = 35°45Â’09.18”N, longitude = 85°12Â’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,OGP,2002/11/22,,1
+9644,Degree representation conversion: HDMS to DMSH,1,"In the formulas that follow, the coordinate strings are symbolically represented as follows:¶¶deg decimal degrees¶adeg absolute value of decimal degrees¶ideg integer degrees¶sdeg signed integer degree¶min real-number minutes¶imin integer minutes¶sec real-number seconds¶lathem, lonhem hemisphere abbreviation¶¶
+In this conversion the parameter values remain unchanged but are re-ordered.¶¶For the forward calculation from HDMS representation to DMSH representation, for each of latitude and longitude re-order the fields:¶ from hem, ideg, imin, sec¶ to ideg, imin, sec, hem¶¶For the reverse calculation from DMSH representation to HDMS representation, for each of latitude and longitude re-order the fields:¶ from ideg, imin, sec, hem ¶ to hem, ideg, imin, sec","Source CRS = WGS 84 (HDMS) (CRS code 63266412).¶Latitude = N35°45Â’09.18”, longitude = W85°12Â’14.94”¶¶Target CRS in DMSH = WGS 84 (CRS code 4326)¶Latitude = 35°45Â’09.18”N, longitude = 85°12Â’14.94”W",Applies to 2D and the horizontal component of 3D ellipsoidal systems.,EPSG guidance note #7.,OGP,2002/11/22,,1
+9645,General polynomial of degree 2,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the coordinate values in both the source and the target coordinate reference system to ‘manageableÂ’ numbers, between –10 and +10 at most. This is achieved by working with offsets relative to a central evaluation point, scaled to the desired number range by applying a scaling factor to the coordinate offsets.¶¶Hence an evaluation point is chosen in the source coordinate reference system (XS0, YS0) and in the target coordinate reference system (XT0, YT0). Often these two sets of coordinates do not refer to the same physical point but two points are chosen that have the same coordinate values in both the source and the target coordinate reference system. (When the two points have identical coordinates, these parameters are conveniently eliminated from the formulas, but the general case where the coordinates differ is given here).¶¶The selection of an evaluation point in each of the two coordinate reference systems allows the point coordinates in both to be reduced as follows:¶XS - XS0 ¶YS - YS0¶and¶XT – XT0 ¶YT – YT0¶These coordinate differences are expressed in their own unit of measure, which may not be the same as that of the corresponding coordinate reference system. )¶¶A further reduction step is usually necessary to bring these coordinate differences into the desired numerical range by applying a scaling factor to the coordinate differences in order to reduce them to a value range that may be applied to the polynomial formulae below without introducing numerical precision errors:¶¶U = mS.(XS - XS0) ¶V = mS.(YS - YS0)¶¶where ¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶mS is the scaling factor applied the coordinate differences in the source coordinate reference system.¶¶The normalised coordinates U and V of the point whose coordinates are to be transformed are used as input to the polynomial transformation formula. In order to control the numerical range of the polynomial coefficients An and Bn the output coordinate differences dX and dY are multiplied by a scaling factor, mT.¶¶mT.dX = A0 + A1.U + A2.V + A3.U^2 + A4.U.V + A5.V^2¶¶mT.dY = B0 + B1.U + B2.V + B3.U^2 + B4.U.V + B5.V^2¶¶from which dX and dY are evaluated. These will be in the units of the target coordinate reference system.¶¶The polynomial coefficients are given as parameters of the form Aumvn and Bumvn, where m is the power to which U is raised and n is the power to which V is raised. For example, A3 is represented as coordinate operation parameter Au2v0.¶¶The relationship between the two coordinate reference systems can now be written as follows:¶¶ (XT - XT0) = (XS – XS0) + dX ¶(YT - YT0) = (YS – YS0) + dY ¶or¶ XT = XS – XS0 + XT0 + dX ¶YT = YS – YS0 + YT0 + dY ¶¶where:¶XT , YT are coordinates in the target coordinate reference system,¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system,¶dX, dY are derived through the scaled polynomial formulas.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/12/21,,0
+9646,General polynomial of degree 3,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the coordinate values in both the source and the target coordinate reference system to ‘manageableÂ’ numbers, between –10 and +10 at most. This is achieved by working with offsets relative to a central evaluation point, scaled to the desired number range by applying a scaling factor to the coordinate offsets.¶¶Hence an evaluation point is chosen in the source coordinate reference system (XS0, YS0) and in the target coordinate reference system (XT0, YT0). Often these two sets of coordinates do not refer to the same physical point but two points are chosen that have the same coordinate values in both the source and the target coordinate reference system. (When the two points have identical coordinates, these parameters are conveniently eliminated from the formulas, but the general case where the coordinates differ is given here).¶¶The selection of an evaluation point in each of the two coordinate reference systems allows the point coordinates in both to be reduced as follows:¶XS - XS0 ¶YS - YS0¶and¶XT – XT0 ¶YT – YT0¶These coordinate differences are expressed in their own unit of measure, which may not be the same as that of the corresponding coordinate reference system. )¶¶A further reduction step is usually necessary to bring these coordinate differences into the desired numerical range by applying a scaling factor to the coordinate differences in order to reduce them to a value range that may be applied to the polynomial formulae below without introducing numerical precision errors:¶¶U = mS.(XS - XS0) ¶V = mS.(YS - YS0)¶¶where ¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶mS is the scaling factor applied the coordinate differences in the source coordinate reference system.¶¶The normalised coordinates U and V of the point whose coordinates are to be transformed are used as input to the polynomial transformation formula. In order to control the numerical range of the polynomial coefficients An and Bn the output coordinate differences dX and dY are multiplied by a scaling factor, mT.¶¶mT.dX = A0 + A1.U + A2.V + A3.U^2 + A4.U.V + A5.V^2 + A6.U^3 + A7.U^2.V + A8.U.V^2 + A9.V^3¶¶mT.dY = B0 + B1.U + B2.V + B3.U^2 + B4.U.V + B5.V^2 + B6.U^3 + B7.U^2.V + B8.U.V^2 + B9.V^3¶¶from which dX and dY are evaluated. These will be in the units of the target coordinate reference system.¶¶The polynomial coefficients are given as parameters of the form Aumvn and Bumvn, where m is the power to which U is raised and n is the power to which V is raised. For example, A7 is represented as coordinate operation parameter Au2v1.¶¶The relationship between the two coordinate reference systems can now be written as follows:¶¶ (XT - XT0) = (XS – XS0) + dX ¶(YT - YT0) = (YS – YS0) + dY ¶or¶ XT = XS – XS0 + XT0 + dX ¶YT = YS – YS0 + YT0 + dY ¶¶where:¶XT , YT are coordinates in the target coordinate reference system,¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system,¶dX, dY are derived through the scaled polynomial formulas.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/12/21,,0
+9647,General polynomial of degree 4,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the coordinate values in both the source and the target coordinate reference system to ‘manageableÂ’ numbers, between –10 and +10 at most. This is achieved by working with offsets relative to a central evaluation point, scaled to the desired number range by applying a scaling factor to the coordinate offsets.¶¶Hence an evaluation point is chosen in the source coordinate reference system (XS0, YS0) and in the target coordinate reference system (XT0, YT0). Often these two sets of coordinates do not refer to the same physical point but two points are chosen that have the same coordinate values in both the source and the target coordinate reference system. (When the two points have identical coordinates, these parameters are conveniently eliminated from the formulas, but the general case where the coordinates differ is given here).¶¶The selection of an evaluation point in each of the two coordinate reference systems allows the point coordinates in both to be reduced as follows:¶XS - XS0 ¶YS - YS0¶and¶XT – XT0 ¶YT – YT0¶These coordinate differences are expressed in their own unit of measure, which may not be the same as that of the corresponding coordinate reference system. )¶¶A further reduction step is usually necessary to bring these coordinate differences into the desired numerical range by applying a scaling factor to the coordinate differences in order to reduce them to a value range that may be applied to the polynomial formulae below without introducing numerical precision errors:¶¶U = mS.(XS - XS0) ¶V = mS.(YS - YS0)¶¶where ¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶mS is the scaling factor applied the coordinate differences in the source coordinate reference system.¶¶The normalised coordinates U and V of the point whose coordinates are to be transformed are used as input to the polynomial transformation formula. In order to control the numerical range of the polynomial coefficients An and Bn the output coordinate differences dX and dY are multiplied by a scaling factor, mT.¶¶mT.dX = A0 + A1.U + A2.V + A3.U^2 + A4.U.V + A5.V^2 + A6.U^3 + A7.U^2.V + A8.U.V^2 + A9.V^3¶ + A10.U^4 + A11.U^3.V + A12.U^2.V^2 + A13.U.V^3 + A14.V^4¶¶mT.dY = B0 + B1.U + B2.V + B3.U^2 + B4.U.V + B5.V^2 + B6.U^3 + B7.U^2.V + B8.U.V^2 + B9.V^3¶ + B10.U^4 + B11.U^3.V + B12.U^2.V^2 + B13.U.V^3 + B14.V^4¶¶from which dX and dY are evaluated. These will be in the units of the target coordinate reference system.¶¶The polynomial coefficients are given as parameters of the form Aumvn and Bumvn, where m is the power to which U is raised and n is the power to which V is raised. For example, A13 is represented as coordinate operation parameter Au1v3.¶¶The relationship between the two coordinate reference systems can now be written as follows:¶¶ (XT - XT0) = (XS – XS0) + dX ¶(YT - YT0) = (YS – YS0) + dY ¶or¶ XT = XS – XS0 + XT0 + dX ¶YT = YS – YS0 + YT0 + dY ¶¶where:¶XT , YT are coordinates in the target coordinate reference system,¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system,¶dX, dY are derived through the scaled polynomial formulas.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/12/21,,0
+9648,General polynomial of degree 6,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as limitations in the transcription will be avoided.¶¶The simplest of all polynomials is the general polynomial function. In order to avoid problems of numerical instability this type of polynomial should be used after reducing the coordinate values in both the source and the target coordinate reference system (CRS) to ‘manageableÂ’ numbers, between –10 and +10 at most. This is achieved by working with offsets relative to a central evaluation point, scaled to the desired number range by applying a scaling factor to the coordinate offsets.¶¶Hence an evaluation point is chosen in the source CRS (XS0, YS0) and in the target CRS (XT0, YT0). Often these two sets of coordinates do not refer to the same physical point but two points are chosen that have the same coordinate values in both the source and the target CRS. (When the two points have identical coordinates, these parameters are conveniently eliminated from the formulas, but the general case where the coordinates differ is given here).¶¶The selection of an evaluation point in each of the two CRSs allows the point coordinates in both to be reduced as follows:¶XS - XS0¶YS - YS0¶and¶XT – XT0¶YT – YT0¶These coordinate differences are expressed in their own unit of measure, which may not be the same as that of the corresponding CRS.)¶¶A further reduction step is usually necessary to bring these coordinate differences into the desired numerical range by applying a scaling factor to the coordinate differences in order to reduce them to a value range that may be applied to the polynomial formulae below without introducing numerical precision errors:¶¶U = mS.(XS - XS0)¶V = mS.(YS - YS0)¶¶where¶XS , YS are coordinates in the source CRS,¶XS0 , YS0 are coordinates of the evaluation point in the source CRS,¶mS is the scaling factor applied the coordinate differences in the source CRS.¶¶The normalised coordinates U and V of the point whose coordinates are to be transformed are used as input to the polynomial transformation formula. In order to control the numerical range of the polynomial coefficients An and Bn the output coordinate differences dX and dY are multiplied by a scaling factor, mT.¶¶mT.dX = A0 + A1.U + A2.V + A3.U^2 + A4.U.V + A5.V^2 + A6.U^3 + A7.U^2.V + A8.U.V^2 + A9.V^3¶ + A10.U^4 + A11.U^3.V + A12.U^2.V^2 + A13.U.V^3 + A14.V^4¶ + A15.U^5 + A16.U^4.V + A17.U^3.V^2 + A18.U^2.V^3 + A19.U.V^4 + A20.V^5¶ + A21.U^6 + A22.U^5.V + A23.U^4.V^2 + A24.U^3.V^3 + A25.U^2.V^4 + A26.U.V^5 + A27.V^6¶¶mT.dY = B0 + B1.U + B2.V + B3.U^2 + B4.U.V + B5.V^2 + B6.U^3 + B7.U^2.V + B8.U.V^2 + B9.V^3¶ + B10.U^4 + B11.U^3.V + B12.U^2.V^2 + B13.U.V^3 + B14.V^4¶ + B15.U^5 + B16.U^4.V + B17.U^3.V^2 + B18.U^2.V^3 + B19.U.V^4 + B20.V^5¶ + B21.U^6 + B22.U^5.V + B23.U^4.V^2 + B24.U^3.V^3 + B25.U^2.V^4 + B26.U.V^5 + B27.V^6¶¶from which dX and dY are evaluated. These will be in the units of the target CRS.¶¶The polynomial coefficients are given as parameters of the form Aumvn and Bumvn, where m is the power to which U is raised and n is the power to which V is raised. For example, A17 is represented as coordinate operation parameter Au3v2.¶¶The relationship between the two CRSs can now be written as follows:¶¶ (XT - XT0) = (XS – XS0) + d¶(YT - YT0) = (YS – YS0) + dY¶or¶ XT = XS – XS0 + XT0 + d¶YT = YS – YS0 + YT0 + dY¶¶where:¶XT, YT are coordinates in the target CRS,¶XS, YS are coordinates in the source CRS,¶XS0, YS0 are coordinates of the evaluation point in the source CRS,¶XT , YT0 are coordinates of the evaluation point in the target CRS,¶dX, dY are derived through the scaled polynomial formulas.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/12/21,,0
+9649,Reversible polynomial of degree 2,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶See method code 9645 for description of general polynomial formula.¶¶A general polynomial transformation is reversible only when the following conditions are met.¶1. The co-ordinates of source and target evaluation point are (numerically) the same.¶2. The unit of measure of the coordinate differences in source and target coordinate reference system are the same.¶3. The scaling factors applied to source and target coordinate differences are the same.¶4. The spatial variation of the differences between the coordinate reference systems around any given location is sufficiently small.¶¶Clarification on conditions for polynomial reversibility:¶Regarding 1 and 2 - In the reverse transformation the roles of the source and target coordinate reference systems are reversed. Consequently, the co-ordinates of the evaluation point in the source coordinate reference system become those in the target coordinate reference system in the reverse transformation. Usage of the same transformation parameters for the reverse transformation will therefore only be valid if the evaluation point coordinates are numerically the same in source and target coordinate reference system and in the same units. That is, XS0 = XT0 = X0 and YS0 = YT0 = Y0.¶Re 3 - The same holds for the scaling factors of the source and target coordinate differences and for the units of measure of the coordinate differences. That is, mS = mT = m.¶Re 4 - If conditions 1, 2 and 3 are all satisfied it then may be possible to use the forward polynomial algorithm with the forward parameters for the reverse transformation. This is the case if the spatial variations in dX and dY around any given location are sufficiently constant. The signs of the polynomial coefficients are then reversed but the scaling factor and the evaluation point coordinates retain their signs. If these spatial variations in dX and dY are too large, for the reverse transformation iteration would be necessary. It is therefore not the algorithm that determines whether a single step solution is sufficient or whether iteration is required, but the desired accuracy combined with the degree of spatial variability of dX and dY.¶¶An example of a reversible polynomial is transformation is ED50 to ED87 (1) for the North Sea. The suitability of this transformation to be described by a reversible polynomial can easily be explained. In the first place both source and target coordinate reference systems are of type geographic 2D. The typical difference in coordinate values between ED50 and ED87 is in the order of 2 metres (approximately 10E-6 degrees) in the area of application. The polynomial functions are evaluated about central points with coordinates of 55 deg N, 0 deg E in both coordinate reference systems. The reduced coordinate differences (in degrees) are used as input parameters to the polynomial functions. The output coordinate differences are corrections to the input coordinate offsets of about 10E-6 degrees. This difference of several orders of magnitude between input and output values is the property that makes a polynomial function reversible in practice (although not in a formal mathematical sense).¶¶The error made by the polynomial approximation formulas in calculating the reverse correction is of the same order of magnitude as the ratio of output versus input:¶(output error / input error) = ( output valu/ input value) which is approximately 10E-6¶¶As long as the input values (the coordinate offsets from the evaluation point) are orders of magnitude larger than the output (the corrections), and provided the coefficients are used with changed signs, the polynomial transformation may be considered to be reversible.","See Reversible polynomial of degree 4, code 9651, for general methodology.",Reversibility is subject to constraints. See Guidance Note 7 for conditions and clarification.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/12/21,,0
+9650,Reversible polynomial of degree 3,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶See method code 9646 for description of general polynomial formula.¶¶A general polynomial transformation is reversible only when the following conditions are met.¶1. The co-ordinates of source and target evaluation point are (numerically) the same.¶2. The unit of measure of the coordinate differences in source and target coordinate reference system are the same.¶3. The scaling factors applied to source and target coordinate differences are the same.¶4. The spatial variation of the differences between the coordinate reference systems around any given location is sufficiently small.¶¶Clarification on conditions for polynomial reversibility:¶Regarding 1 and 2 - In the reverse transformation the roles of the source and target coordinate reference systems are reversed. Consequently, the co-ordinates of the evaluation point in the source coordinate reference system become those in the target coordinate reference system in the reverse transformation. Usage of the same transformation parameters for the reverse transformation will therefore only be valid if the evaluation point coordinates are numerically the same in source and target coordinate reference system and in the same units. That is, XS0 = XT0 = X0 and YS0 = YT0 = Y0.¶Re 3 - The same holds for the scaling factors of the source and target coordinate differences and for the units of measure of the coordinate differences. That is, mS = mT = m.¶Re 4 - If conditions 1, 2 and 3 are all satisfied it then may be possible to use the forward polynomial algorithm with the forward parameters for the reverse transformation. This is the case if the spatial variations in dX and dY around any given location are sufficiently constant. The signs of the polynomial coefficients are then reversed but the scaling factor and the evaluation point coordinates retain their signs. If these spatial variations in dX and dY are too large, for the reverse transformation iteration would be necessary. It is therefore not the algorithm that determines whether a single step solution is sufficient or whether iteration is required, but the desired accuracy combined with the degree of spatial variability of dX and dY.¶¶An example of a reversible polynomial is transformation is ED50 to ED87 (1) for the North Sea. The suitability of this transformation to be described by a reversible polynomial can easily be explained. In the first place both source and target coordinate reference systems are of type geographic 2D. The typical difference in coordinate values between ED50 and ED87 is in the order of 2 metres (approximately 10E-6 degrees) in the area of application. The polynomial functions are evaluated about central points with coordinates of 55 deg N, 0 deg E in both coordinate reference systems. The reduced coordinate differences (in degrees) are used as input parameters to the polynomial functions. The output coordinate differences are corrections to the input coordinate offsets of about 10E-6 degrees. This difference of several orders of magnitude between input and output values is the property that makes a polynomial function reversible in practice (although not in a formal mathematical sense).¶¶The error made by the polynomial approximation formulas in calculating the reverse correction is of the same order of magnitude as the ratio of output versus input:¶(output error / input error) = ( output valu/ input value) which is approximately 10E-6¶¶As long as the input values (the coordinate offsets from the evaluation point) are orders of magnitude larger than the output (the corrections), and provided the coefficients are used with changed signs, the polynomial transformation may be considered to be reversible.","See Reversible polynomial of degree 4, code 9651, for general methodology.",Reversibility is subject to constraints. See Guidance Note 7 for conditions and clarification.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/12/21,,0
+9651,Reversible polynomial of degree 4,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶See method code 9647 for description of general polynomial formula.¶¶A general polynomial transformation is reversible only when the following conditions are met.¶1. The co-ordinates of source and target evaluation point are (numerically) the same.¶2. The unit of measure of the coordinate differences in source and target coordinate reference system are the same.¶3. The scaling factors applied to source and target coordinate differences are the same.¶4. The spatial variation of the differences between the coordinate reference systems around any given location is sufficiently small.¶¶Clarification on conditions for polynomial reversibility:¶Regarding 1 and 2 - In the reverse transformation the roles of the source and target coordinate reference systems are reversed. Consequently, the co-ordinates of the evaluation point in the source coordinate reference system become those in the target coordinate reference system in the reverse transformation. Usage of the same transformation parameters for the reverse transformation will therefore only be valid if the evaluation point coordinates are numerically the same in source and target coordinate reference system and in the same units. That is, XS0 = XT0 = X0 and YS0 = YT0 = Y0.¶Re 3 - The same holds for the scaling factors of the source and target coordinate differences and for the units of measure of the coordinate differences. That is, mS = mT = m.¶Re 4 - If conditions 1, 2 and 3 are all satisfied it then may be possible to use the forward polynomial algorithm with the forward parameters for the reverse transformation. This is the case if the spatial variations in dX and dY around any given location are sufficiently constant. The signs of the polynomial coefficients are then reversed but the scaling factor and the evaluation point coordinates retain their signs. If these spatial variations in dX and dY are too large, for the reverse transformation iteration would be necessary. It is therefore not the algorithm that determines whether a single step solution is sufficient or whether iteration is required, but the desired accuracy combined with the degree of spatial variability of dX and dY.¶¶An example of a reversible polynomial is transformation is ED50 to ED87 (1) for the North Sea. The suitability of this transformation to be described by a reversible polynomial can easily be explained. In the first place both source and target coordinate reference systems are of type geographic 2D. The typical difference in coordinate values between ED50 and ED87 is in the order of 2 metres (approximately 10E-6 degrees) in the area of application. The polynomial functions are evaluated about central points with coordinates of 55 deg N, 0 deg E in both coordinate reference systems. The reduced coordinate differences (in degrees) are used as input parameters to the polynomial functions. The output coordinate differences are corrections to the input coordinate offsets of about 10E-6 degrees. This difference of several orders of magnitude between input and output values is the property that makes a polynomial function reversible in practice (although not in a formal mathematical sense).¶¶The error made by the polynomial approximation formulas in calculating the reverse correction is of the same order of magnitude as the ratio of output versus input:¶(output error / input error) = ( output valu/ input value) which is approximately 10E-6¶¶As long as the input values (the coordinate offsets from the evaluation point) are orders of magnitude larger than the output (the corrections), and provided the coefficients are used with changed signs, the polynomial transformation may be considered to be reversible.","For geodetic transformation ED50 to ED87 (1)¶¶Offset unit: degree¶Ordinate 1 of evaluation point X0 = 55° 00' 00.000""N = +55 degrees¶Ordinate 2 of evaluation point Y0 = 0° 00' 00.000""E = +0 degrees¶¶Parameters:¶A0 = -5.56098E-06 A1 = -1.55391E-06 ... A14 = -4.01383E-09¶B0 = +1.48944E-05 B2 = +2.68191E-05 ... B14 = +7.62236E-09¶¶Forward calculation for: ¶ED50 Latitude = Xs =52* 30Â’30""N = +52.508333333 degrees¶ED50 Longitude = Ys = 2*E= +2.0 degrees ¶¶U = XS - X0 = * ED50 - X0 = 52.508333333 - 55.0 = -2.491666667 degrees¶V = YS - Y0 = * ED50 - Y0 = 2.0 - 0.0 = 2.0 degrees¶¶dX = A0 + A1.U + ... + A14.V4¶ = -5.56098E-06 + (-1.55391E-06 * -2.491666667) + ... + (-4.01383E-09 * 2.0^4)¶ = -3.12958E-06 degrees¶¶dY = B0 + B1.U + ... + B14.V4¶ = +1.48944E-05 + (2.68191E-05 * -2.491666667) + ... + (7.62236E-09 * 2.0^4)¶ = +9.80126E-06 degrees¶¶Then ED87 Latitude = XT = XS + dX¶ = 52.508333333 - 3.12958E-06 degrees¶ = 52* 30Â’ 29.9887"" N¶¶ED87 Longitude = YT = YS + dY¶ = 2* 00Â’ 00.0353"" E¶¶
+Reverse calculation for transformation ED50 to ED87 (1).¶The transformation method for the ED50 to ED87 (1) transformation, 4th-order reversible polynomial, is reversible. The same formulas may be applied for the reverse calculation, but coefficients A0 through A14 and B0 through B14 are applied with reversal of their signs. Sign reversal is not applied to the coordinates of the evaluation point. Thus:¶Ordinate 1 of evaluation point X0 = 55° 00' 00.000""N = +55 degrees¶Ordinate 2 of evaluation point Y0 = 0° 00' 00.000""E = +0 degrees¶A0 = +5.56098E-06 A1 = +1.55391E-06 ... A14 = +4.01383E-09¶B0 = -1.48944E-05 B1 = -2.68191E-05 ... B14 = -7.62236E-09¶¶Reverse calculation for: ¶ED87 Latitude = XS = 52° 30Â’29.9887""N = +52.5083301944 degrees¶ED87 Longitude = YS = 2° 00Â’ 00.0353"" E = +2.0000098055 degrees ¶¶U = 52.5083301944 - 55.0 = -2.4916698056 degrees¶V = 2.0000098055 - 0.0 = 2.0000098055 degrees¶¶dX = A0 + A1.U + ... + A14.V4¶ = +5.56098E-06 + (1.55391E-06 * -2.491666667) + ... + (4.01383E-09 * 2.0000098055^4)¶ = +3.12957E-06 degrees¶¶dY = B0 + B1.U + ... + B14.V4¶ = -1.48944E-05 + (-2.68191E-05 * -2.491666667) + ... + (-7.62236E-09 * 2.0000098055^4)¶ = -9.80124E-06 degrees¶¶Then ED50 Latitude = XT = XS + dX¶ = 52.5083301944 + 3.12957E-06 degrees¶ = 52° 30Â’ 30.000"" N¶¶ED50 Longitude = YT = YS + dY¶ = 2° 00Â’ 00.000"" E",Reversibility is subject to constraints. See Guidance Note 7 for conditions and clarification.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/12/21,,0
+9652,Complex polynomial of degree 3,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The relationship between two projected coordinate reference systems may be approximated more elegantly by a single polynomial regression formula written in terms of complex numbers. The advantage is that the dependence between the ‘AÂ’ and ‘BÂ’ coefficients (for U and V) is taken into account in the formula, resulting in fewer coefficients for the same order polynomial. A third-order polynomial in complex numbers is used in Belgium.¶¶mT.(dX + i. dY) = (A1 + i. A2).(U + i.V) + (A3 + i. A4).(U + i.V)^2 + (A5 + i. A6).(U + i.V)^3 ¶¶where U = mS.(XS - XS0)¶ V = mS.(YS - YS0)¶and mS, mT are the scaling factors for the coordinate differences in the source and target coordinate reference systems.¶¶The polynomial to degree 4 can alternatively be expressed in matrix form.¶¶Then¶XT = XS - XS0 + XT0 + dX¶YT = YS - YS0 + YT0 + dY¶¶where¶XT , YT are coordinates in the target coordinate reference system,¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.¶¶Note that the zero order coefficients of the general polynomial, A0 and B0, have apparently disappeared. In reality they are absorbed by the different coordinates of the source and of the target evaluation point, which in this case, are numerically very different because of the use of two different projected coordinate reference systems for source and target.¶¶The transformation parameter values (the coefficients) are not reversible. For the reverse transformation a different set of parameter values are required, used within the same formulas as the forward direction.","For transformation Belge Lambert 72 to ED50 / UTM zone 31N,¶¶Eo1 = 0¶No1 = 0¶Eo2 = 449681.702¶No2 = 5460505.326¶A1 = -71.3747¶A2 = 1858.8407¶A3 = -5.4504¶A4 = -16.9681¶A5 = 4.0783¶A6 = 0.2193¶¶For source coordinate system E1=200000 N1=100000, then¶E2 = 647737.377 N2 = 5564124.227.",Coordinate pairs treated as complex numbers. This exploits the correlation between the polynomial coefficients and leads to a smaller number of coefficients than the general polynomial of degree 3.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/12/21,,0
+9653,Complex polynomial of degree 4,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The relationship between two projected coordinate reference systems may be approximated more elegantly by a single polynomial regression formula written in terms of complex numbers. The advantage is that the dependence between the ‘AÂ’ and ‘BÂ’ coefficients (for U and V) is taken into account in the formula, resulting in fewer coefficients for the same order polynomial. A fourth-order polynomial in complex numbers is used in The Netherlands for transforming coordinates referenced to the Amersfoort / RD system to and from ED50 / UTM.¶¶mT.(dX + i. dY) = (A1 + i. A2).(U + i.V) + (A3 + i. A4).(U + i.V)^2 + (A5 + i. A6).(U + i.V)^3 + (A7 + i.A8).(U + i.V)^4¶¶where U = mS.(XS - XS0)¶ V = mS.(YS - YS0)¶and mS, mT are the scaling factors for the coordinate differences in the source and target coordinate reference systems.¶¶The polynomial to degree 4 can alternatively be expressed in matrix form.¶¶Then¶XT = XS - XS0 + XT0 + dX¶YT = YS - YS0 + YT0 + dY¶¶where¶XT , YT are coordinates in the target coordinate reference system,¶XS , YS are coordinates in the source coordinate reference system,¶XS0 , YS0 are coordinates of the evaluation point in the source coordinate reference system,¶XT0 , YT0 are coordinates of the evaluation point in the target coordinate reference system.¶¶Note that the zero order coefficients of the general polynomial, A0 and B0, have apparently disappeared. In reality they are absorbed by the different coordinates of the source and of the target evaluation point, which in this case, are numerically very different because of the use of two different projected coordinate reference systems for source and target.¶¶The transformation parameter values (the coefficients) are not reversible. For the reverse transformation a different set of parameter values are required, used within the same formulas as the forward direction.","For transformation RD / Netherlands New to ED50 / UTM zone 31N,¶¶Eo1 = 155000¶No1 = 463000¶Eo2 = 663395.607¶No2 = 5781194.380¶A1 = -51.681¶A2 = 3290.525¶A3 = 20.172¶A4 = 1.133¶A5 = 2.075¶A6 = 0.251¶A7 = 0.075¶A8 = -0.012¶¶For source coordinate system E1=200000 N1=500000, then¶E2 =707155.557 N2 = 5819663.128.",Coordinate pairs treated as complex numbers. This exploits the correlation between the polynomial coefficients and leads to a smaller number of coefficients than the general polynomial of degree 4.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/12/21,,0
+9654,Reversible polynomial of degree 13,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶See method code 9648 for description of general polynomial formula.¶¶A general polynomial transformation is reversible only when the following conditions are met.¶1. The co-ordinates of source and target evaluation point are (numerically) the same.¶2. The unit of measure of the coordinate differences in source and target coordinate reference system are the same.¶3. The scaling factors applied to source and target coordinate differences are the same.¶4. The spatial variation of the differences between the coordinate reference systems around any given location is sufficiently small.¶¶Clarification on conditions for polynomial reversibility:¶Regarding 1 and 2 - In the reverse transformation the roles of the source and target coordinate reference systems are reversed. Consequently, the co-ordinates of the evaluation point in the source coordinate reference system become those in the target coordinate reference system in the reverse transformation. Usage of the same transformation parameters for the reverse transformation will therefore only be valid if the evaluation point coordinates are numerically the same in source and target coordinate reference system and in the same units. That is, XS0 = XT0 = X0 and YS0 = YT0 = Y0.¶Re 3 - The same holds for the scaling factors of the source and target coordinate differences and for the units of measure of the coordinate differences. That is, mS = mT = m.¶Re 4 - If conditions 1, 2 and 3 are all satisfied it then may be possible to use the forward polynomial algorithm with the forward parameters for the reverse transformation. This is the case if the spatial variations in dX and dY around any given location are sufficiently constant. The signs of the polynomial coefficients are then reversed but the scaling factor and the evaluation point coordinates retain their signs. If these spatial variations in dX and dY are too large, for the reverse transformation iteration would be necessary. It is therefore not the algorithm that determines whether a single step solution is sufficient or whether iteration is required, but the desired accuracy combined with the degree of spatial variability of dX and dY.¶¶An example of a reversible polynomial is transformation is ED50 to ED87 (1) for the North Sea. The suitability of this transformation to be described by a reversible polynomial can easily be explained. In the first place both source and target coordinate reference systems are of type geographic 2D. The typical difference in coordinate values between ED50 and ED87 is in the order of 2 metres (approximately 10E-6 degrees) in the area of application. The polynomial functions are evaluated about central points with coordinates of 55 deg N, 0 deg E in both coordinate reference systems. The reduced coordinate differences (in degrees) are used as input parameters to the polynomial functions. The output coordinate differences are corrections to the input coordinate offsets of about 10E-6 degrees. This difference of several orders of magnitude between input and output values is the property that makes a polynomial function reversible in practice (although not in a formal mathematical sense).¶¶The error made by the polynomial approximation formulas in calculating the reverse correction is of the same order of magnitude as the ratio of output versus input:¶(output error / input error) = ( output valu/ input value) which is approximately 10E-6¶¶As long as the input values (the coordinate offsets from the evaluation point) are orders of magnitude larger than the output (the corrections), and provided the coefficients are used with changed signs, the polynomial transformation may be considered to be reversible.","See Reversible polynomial of degree 4, code 9651, for general methodology.",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2003/09/22,,0
+9655,France geocentric interpolation,1,The transformation is made in the geocentric domain using the geocentric translations method (code 9603). However the translation parameter values are derived by bilinear interpolation in a gridded data set. The arguments in accessing the grid are geodetic latitude and longitude of the forward transformation source coordinate reference system. ¶¶The method is reversible. Iteration for latitude and longitude is required to obtain the correct geocentric translation values. The geocentric translations are applied with sign reversal.,See information source.,,"IGN document NTG_88.pdf, ""Grille de parametres de transformation de coordonnees"". http://www.ign.fr",OGP,2008/04/11,2008.027,0
+9656,Cartesian Grid Offsets,1,Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶Easting_T = Easting_S + easting_offset ¶Northing_T = Northingn_S + northing_offset.,(none),This transformation allows calculation of coordinates in the target system by adding the parameter value to the coordinate values of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/04/14,,0
+9657,Vertical Offset and Slope,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶In Europe, national height systems are related to the pan-European height system through three transformation parameters and the formula:¶¶Ht = Hs + A + [IncLat * rhoO * (Lat – LatO)] + [IncLong * nuO * (Long – LongO) * cos(Lat)]¶¶where¶Ht = gravity-related height value in the target vertical coordinate reference system.¶Hs = gravity-related height value in the source vertical coordinate reference system.¶A is the value of the vertical offset to be applied.¶IncLat is the value in radians of the inclination parameter in the latitude domain, i.e. in the plane of the meridian, derived at an evaluation point with coordinates of LatO , LongO.¶IncLon is the value of the inclination parameter in the longitude domain, i.e. perpendicular to the plane of the meridian.¶rhoO is the radius of curvature of the meridian at latitude LatO, where rhoO = a(1 – e^2)/(1 – e^2 * sin^2(LatO))^1.5¶nuO is the radius of curvature on the prime vertical (i.e. perpendicular to the meridian) at latitude LatO, wh ere nuO = a /(1 – e^2 * sin^2(LatO))^0.5¶Lat , Long are the horizontal coordinates of the point in the ETRS89 coordinate reference system, in radians.¶LatO , LongO are the coordinates of the evaluation point in the ETRS89 coordinate reference system, in radians.¶¶The horizontal location of the point must always be given in ETRS89 terms. Care is required where compound coordinate reference systems are in use: if the horizontal coordinates of the point are known in the local CRS they must first be transformed to ETRS89 values. The method is reversible.","For coordinate transformation LN02 to EVRF2000 (1)¶¶Ordinate 1 of evaluation point: 46deg 55min N = 0.818850307 radians¶Ordinate 2 of evaluation point: 8deg 11min E of Greenwich = 0.142826110 radians¶Transformation Parameters:¶A = -0.245m ¶IncLat = -0.210"" = -0.000001018 radians¶IncLong = -0.032"" = -0.000000155 radians¶¶Consider a point having a gravity-related height in the LN02 system (Hs) of 473.0m and with horizontal coordinates in the ETRS89 geographical coordinate reference system of:¶ETRS89 latitude: 47deg 20 min N = 0.826122513 radians¶ETRS89 longitude: 9 deg 40min E of Greenwich = 0.168715161 radians¶ ¶Then rhoO = 6369526.88 m ¶IncLat term = -0.047 m ¶nuO = 6389555.64 m ¶incLong term = -0.017 m¶whence EVRF2000 height (Ht) = 473.0 +(-0.245) + (-0.047) + (-0.017) = 472.690 m.",This transformation allows calculation of height in the target system by applying the parameter values to the height value of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/04/14,,0
+9658,VERTCON,1,See information source.,See information source.,Geodetic transformation operating on geographic coordinate differences by bi-linear interpolation. Input expects longitudes to be positive west.,US National Geodetic Survey - http://www.ngs.noaa.gov,OGP,2004/04/27,,0
+9659,Geographic3D to 2D conversion,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The forward case is trivial. A 3-dimensional geographic coordinate reference system comprising of geodetic latitude, geodetic longitude and ellipsoidal height is converted to its 2-dimensional subset by the simple expedient of dropping the height.¶¶The reverse conversion, from 2D to 3D, is indeterminate. It is however a requirement when a geographic 2D coordinate reference system is to be transformed using a geocentric method which is 3-dimensional. In practice an artificial ellipsoidal height is created and appended to the geographic 2D coordinate reference system to create a geographic 3D coordinate reference system referenced to the same geodetic datum. The assumed ellipsoidal height is usually either set to the gravity-related height of a position in a compound coordinate reference system, or set to zero. As long as the height chosen is within a few kilometres of sea level, no error will be induced into the horizontal position resulting from the later geocentric transformation; the vertical coordinate will however be meaningless.",(none),This is a parameter-less conversion.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/04/27,,0
+9660,Geographic3D offsets,1,Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶Lat_T = Lat_S + latitude_offset ¶Lon_T = Lon_S + longitude_offset ¶EllipsoidHeight_T = EllipsoidHeight_S + ellipsoid_height_offset.,(none),This transformation allows calculation of coordinates in the target system by adding the parameter value to the coordinate values of the point in the source system.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/04/27,,0
+9661,Geographic3D to GravityRelatedHeight (EGM),0,"This transformation involves the application of a geoid-ellipsoid separation value interpolated from a geoid model. The model provides separation values at the nodes on a regular grid of latitude and longitude intersection points. The geodetic latitude and longitude used to interpolate within the grid are not affected by this transformation.¶¶The grid is referenced to a specific geographic CRS (the source CRS) and interpolation must be made in this system.¶¶Calculation of the separation is achieved through a bi-linear interpolation of the grid, using the latitude and longitude of the point. This step provides the geoid-ellipsoid separation (N) above the ellipsoid of the source Geographic 3D CRS.¶¶Then:¶ H = h - N¶¶where h = the height above the ellipsoid in the source geographic 3D CRS¶and H = the geoid height in the target vertical CRS.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2008/04/11,2008.010,0
+9662,Geographic3D to GravityRelatedHeight (Ausgeoid98),0,"This transformation involves the application of a geoid-ellipsoid separation value interpolated from a geoid model. The model provides separation values at the nodes on a regular grid of latitude and longitude intersection points. The geodetic latitude and longitude used to interpolate within the grid are not affected by this transformation.¶¶The grid is referenced to a specific geographic CRS (the source CRS) and interpolation must be made in this system.¶¶Calculation of the separation is achieved through a bi-linear interpolation of the grid, using the latitude and longitude of the point. This step provides the geoid-ellipsoid separation (N) above the ellipsoid of the source Geographic 3D CRS.¶¶Then:¶ H = h - N¶¶where h = the height above the ellipsoid in the source geographic 3D CRS¶and H = the geoid height in the target vertical CRS.",(none),,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2008/04/11,2008.010,0
+9663,Geographic3D to GravityRelatedHeight (OSGM02),0,"This transformation involves the application of a height difference interpolated from a height correction model. The model provides height difference values at the nodes on a regular grid of latitude and longitude intersection points. The geodetic latitude and longitude used to interpolate within the grid are not affected by this transformation.¶¶The grid is referenced to a specific geographic CRS (the source CRS) and interpolation must be made in this system.¶¶Calculation of the height difference is achieved through a bi-linear interpolation of the grid, using the latitude and longitude of the point. This step provides the height correction (C) of the target datum above the ellipsoid of the source Geographic 3D CRS. C differs from the geoid-ellipsoid separation N because a vertical datum is a realisation of the geoid surface, not the geoid itself.¶¶Then:¶ H = h - C¶¶where h = the height above the ellipsoid in the source geographic 3D CRS¶and H = the gravity-related height in the target vertical CRS.",(none),Transformation of the vertical component of a Geographic 3D CRS to a Vertical CRS.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2008/04/11,2008.010,0
+9664,Geographic3D to GravityRelatedHeight (IGN),0,"This transformation involves the application of a height difference interpolated from a height correction model. The model provides height difference values at the nodes on a regular grid of latitude and longitude intersection points. The geodetic latitude and longitude used to interpolate within the grid are not affected by this transformation.¶¶The grid is referenced to a specific geographic CRS (the source CRS) and interpolation must be made in this system.¶¶Calculation of the height difference is achieved through a bi-linear interpolation of the grid, using the latitude and longitude of the point. This step provides the height correction (C) of the target datum above the ellipsoid of the source Geographic 3D CRS. C differs from the geoid-ellipsoid separation N because a vertical datum is a realisation of the geoid surface, not the geoid itself.¶¶Then:¶ H = h - C¶¶where h = the height above the ellipsoid in the source geographic 3D CRS",(none),Transformation of the vertical component of a Geographic 3D CRS to a Vertical CRS.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2008/04/11,2008.010,0
+9665,Geographic3D to GravityRelatedHeight (US),0,"This transformation involves the application of a height difference interpolated from a height correction model. The model provides height difference values at the nodes on a regular grid of latitude and longitude intersection points. The geodetic latitude and longitude used to interpolate within the grid are not affected by this transformation.¶¶The grid is referenced to a specific geographic CRS (the source CRS) and interpolation must be made in this system.¶¶Calculation of the height difference is achieved through a bi-linear interpolation of the grid, using the latitude and longitude of the point. This step provides the height correction (C) of the target datum above the ellipsoid of the source Geographic 3D CRS. C differs from the geoid-ellipsoid separation N because a vertical datum is a realisation of the geoid surface, not the geoid itself.¶¶Then:¶ H = h - C¶¶where h = the height above the ellipsoid in the source geographic 3D CRS",(none),Transformation of the vertical component of a Geographic 3D CRS to a Vertical CRS.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2008/04/11,2008.010,0
+9666,UKOOA P6 seismic bin grid transformation,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶XT = XT0 + XS . k . dSX . cos q + YS . k . dSY . sin q¶YT = YT0 – XS . k . dSX . sin q + YS . k . dSY . cos q¶¶where:¶¶XT0 ,YT0 = the coordinates of the origin point of the source coordinate reference system, expressed in the target coordinate reference system;¶dSX , dSY = the length of one unit of the source axis, expressed in units of the target axis, for the X axes and the Y- axes respectively;¶k = point scale factor of the target coordinate reference system in a chosen reference point;¶q = the angle through which the source coordinate reference system axes must be rotated to coincide with the target coordinate refderence system axes (counter-clockwise is positive). Alternatively, the bearing (clockwise positive) of the source coordinate reference system Y-axis measured relative to target coordinate reference system north.","This example is given in the UKOOA P6/98 document. Source coordinate reference system: imaginary 3D seismic acquisition bin grid. The two axes are orthogonal, but the bin width on the I-axis (XS axis) is 25 metres, whilst the bin width on the J-axis (YS axis) is 12.5 metres. The origin of the grid has bin values of 1,1.¶¶The target coordinate reference system is a projected CRS (WGS 84 / UTM Zone 31N) upon which the origin of the bin grid is defined at E = 456781.0, N = 5836723.0. The projected coordinate reference system point scale factor at the bin grid origin is 0.99984.¶¶In the map grid (target CRS), the bearing of the bin grid (source CRS) I and J axes are 110deg and 20deg respectively. Thus the angle through which the bin grid axes need to be rotated to coincide with the map grid axes is +20 degrees.¶¶The transformation parameter values are:¶¶Parameter Parameter value¶Bin grid origin 1¶Bin grid origin 1¶Bin grid origin Easting 456781.00 m¶Bin grid origin Northing 5836723.00 m¶Scale factor of bin grid 0.99984¶Bin Width on I-axis 25 m¶Bin Width on J-axis 12.5 m¶Map grid bearing of bin grid J-axis 20 deg¶Bin node increment on I-axis 1¶Bin node increment on J-axis 1¶¶
+Forward calculation for centre of bin with coordinates: I = 300, J = 247:¶XT = Easting = XTO + [(XS – XSO) * cos q * k * MX / IncSX] + [(YS – YSO) * sin q * k * MY / IncSY]¶= 456781.000 + 7023.078 + 1051.544 ¶= 464855.62 m.¶¶YT = Northing = YTO – [(XS – XSO) * sin q * k * MX / IncSX] + [(YS – YSO) * cos q * k * MY / IncSY]¶= 5836723.000 - 2556.192 + 2889.092¶= 5837055.90 m.¶¶Reverse calculation for this point 464 855.62mE, 5 837 055.90mN:¶XS = {[( XT – XTO) * cos q – (YT – YTO) * sin q ] * [IncSX / (k * MX)]} + XSO ¶= 300 bins, ¶¶YS = {[(XT – XTO) * sin q + (YT – YTO) * cos q] * [IncSY / (k * MY)]} + YSO ¶= 247 bins",,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005/08/25,,0
+9801,Lambert Conic Conformal (1SP),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶To derive the projected Easting and Northing coordinates of a point with geographical coordinates (lat,lon) the formulas for the one standard parallel case are:¶¶E = FE + r sin(theta)¶N = FN + r0 - r cos(theta)¶where¶n = sin lat0¶r = a F t^n k0 for r0, and r¶m = cos(lat)/(1 - e^2 sin^2(lat))^0.5 for m0, lat0, and m2, lat2 where lat1 and lat2 are the latitudes of the standard parallels.¶t = tan(pi/4 - lat/2)/[(1 - e sin(lat))/(1 + e sin(lat))]^(e/2) for t0 and t using lat0 and lat respectively.¶F = m0/(n t1^n)¶theta = n(lon - lon0)¶¶The reverse formulas to derive the latitude and longitude of a point from its Easting and Northing values are:¶¶lat = pi/2 - 2arctan{t'[(1 - esin(lat))/(1 + esin(lat))]^(e/2)}¶lon = theta'/n +lon0¶where¶theta' = arctan[(E - FE)/{r0 -(N - FN)}]¶r' = +/-[(E - FE)^2 + {r0 - (N - FN)}^2]^0.5 taking the sign of n¶t' = (r'/(a k0 F))^(1/n)¶and n, F, and rF are derived as for the forward calculation.","For Projected Coordinate System JAD69 / Jamaica National Grid¶¶Parameters:¶Ellipsoid: Clarke 1866, a = 6378206.400 m., 1/f = 294.97870¶ then e = 0.08227185 and e^2 = 0.00676866¶¶Latitude Natural Origin 18°00'00""N = 0.31415927 rad¶Longitude Natural Origin 77°00'00""W = -1.34390352 rad¶Scale factor at origin 1.000000¶False Eastings FE 250000.00 m¶False Northings FN 150000.00 m¶¶Forward calculation for: ¶Latitude: 17°55'55.80""N = 0.31297535 rad¶Longitude: 76°56'37.26""W = -1.34292061 rad¶first gives¶m0 = 0.95136402 t0 = 0.72806411¶F = 3.39591092 n = 0.30901699¶r = 19643955.26 r0 = 19636447.86¶theta = 0.00030374 t = 0.728965259¶¶Then Easting E = 255966.58 m¶ Northing N = 142493.51 m¶¶Reverse calculation for the same easting and northing first gives¶¶theta' = 0.000303736¶t' = 0.728965259¶m0 = 0.95136402¶r' = 19643955.26¶¶Then Latitude = 17°55'55.800""N¶ Longitude = 76°56'37.260""W",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2001/06/05,2001.080,0
+9802,Lambert Conic Conformal (2SP),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶To derive the projected Easting and Northing coordinates of a point with geographical coordinates (lat,lon) the formulas for the one standard parallel case are:¶¶E = EF + r sin(theta)¶N = NF + rF - r cos(theta)¶where¶m = cos(lat)/(1 - e^2 sin^2(lat))^0.5 for m1, lat1, and m2, lat2 where lat1 and lat2 are the latitudes of the standard parallels.¶t = tan(pi/4 - lat/2)/[(1 - e sin(lat))/(1 + e sin(lat))]^(e/2) for t1, t2, tF and t using lat1, lat2, latF and lat respectively.¶n = (loge(m1) - loge(m2))/(loge(t1) - loge(t2))¶F = m1/(n t1^n)¶r = a F t^n for rF and r, where rF is the radius of the parallel of latitude of the false origin.¶theta = n(lon - lon0)¶¶The reverse formulas to derive the latitude and longitude of a point from its Easting and Northing values are:¶¶lat = pi/2 - 2arctan{t'[(1 - esin(lat))/(1 + esin(lat))]^(e/2)}¶lon = theta'/n +lon0¶where¶r' = +/-[(E - EF)^2 + {rF - (N - NF)}^2]^0.5 , taking the sign of n¶t' = (r'/(aF))^(1/n)¶theta' = arctan [(E- EF)/(rF - (N- NF))]¶and n, F, and rF are derived as for the forward calculation.","For Projected Coordinate System NAD27 / Texas South Central¶¶Parameters:¶Ellipsoid Clarke 1866, a = 6378206.400 metres = 20925832.16 US survey feet¶ 1/f = 294.97870¶then e = 0.08227185 and e^2 = 0.00676866¶¶First Standard Parallel 28°23'00""N = 0.49538262 rad¶Second Standard Parallel 30°17'00""N = 0.52854388 rad¶Latitude False Origin 27°50'00""N = 0.48578331 rad¶Longitude False Origin 99°00'00""W = -1.72787596 rad¶Easting at false origin 2000000.00 US survey feet¶Northing at false origin 0.00 US survey feet¶¶Forward calculation for: ¶Latitude 28°30'00.00""N = 0.49741884 rad¶Longitude 96°00'00.00""W = -1.67551608 rad¶¶first gives :¶m1 = 0.88046050 m2 = 0.86428642¶t = 0.59686306 tF = 0.60475101¶t1 = 0.59823957 t2 = 0.57602212¶n = 0.48991263 F = 2.31154807¶r = 37565039.86 rF = 37807441.20¶theta = 0.02565177¶¶Then Easting E = 2963503.91 US survey feet¶ Northing N = 254759.80 US survey feet¶¶Reverse calculation for same easting and northing first gives:¶theta' = 0.025651765 r' = 37565039.86¶t' = 0.59686306¶¶Then Latitude = 28°30'00.000""N¶ Longitude = 96°00'00.000""W",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2001/06/05,1999.280 2001.080,0
+9803,Lambert Conic Conformal (2SP Belgium),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶For the Lambert Conic Conformal (2 SP Belgium), the formulas for the regular two standard parallel case (coordinate operation method code 9802) are used except for: ¶¶Easting, E = EF + r sin (theta - alpha)¶Northing, N = NF + rF - r cos (theta - alpha)¶¶and for the reverse formulas¶lon = ((theta' + alpha)/n) +lon0¶where alpha = 29.2985 seconds.","For Projected Coordinate System Belge 1972 / Belge Lambert 72¶¶Parameters:¶Ellipsoid International 1924, a = 6378388 metres¶ 1/f = 297¶then e = 0.08199189 and e^2 = 0.006722670¶¶First Standard Parallel 49°50'00""N = 0.86975574 rad¶Second Standard Parallel 51°10'00""N = 0.89302680 rad¶Latitude False Origin 90°00'00""N = 1.57079633 rad¶Longitude False Origin 4°21'24.983""E = 0.07604294 rad¶Easting at false origin EF 150000.01 metres¶Northing at false origin NF 5400088.44 metres¶¶Forward calculation for: ¶Latitude 50°40'46.461""N = 0.88452540 rad¶Longitude 5°48'26.533""E = 0.10135773 rad¶¶first gives :¶m1 = 0.64628304 m2 = 0.62834001¶t = 0.59686306 tF = 0.00000000¶t1 = 0.36750382 t2 = 0.35433583¶n = 0.77164219 F = 1.81329763¶r = 37565039.86 rF = 0.00¶alpha = 0.00014204 theta = 0.01953396¶¶Then Easting E = 251763.20 metres¶ Northing N = 153034.13 metres¶¶Reverse calculation for same easting and northing first gives:¶theta' = 0.01939192 r' = 548041.03¶t' = 0.35913403¶Then Latitude = 50°40'46.461""N¶ Longitude = 5°48'26.533""E",In 2000 this modification was replaced through use of the regular Lambert Conic Conformal (2SP) method [9802] with appropriately modified parameter values.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,1999/04/22,1999.280,0
+9804,Mercator (1SP),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The formulas to derive projected Easting and Northing coordinates are:¶¶E = FE + a*k0(lon - lon0) ¶N = FN + a*k0* ln{tan(pi/4 + lat/2)[(1 - esin(lat))/(1 + esin(lat))]^e/2} where symbols are as listed above and logarithms are natural.¶¶The reverse formulas to derive latitude and longitude from E and N values are:¶¶lat = chi + (esq/2 + 5e^4/24 + e^6/12 + 13e^8/360) sin(2chi) ¶+ (7e^4/48 + 29e^6/240 + 811e^8/11520) sin(4chi)¶+ (7e^6/120 + 81e^8/1120) sin(6chi) + (4279e^8/161280) sin(8chi)¶¶where chi = pi/2 - 2 arctan t¶t = B^((FN-N)/(a*k0)) ¶B = base of the natural logarithm, 2.7182818...¶and for the 2 SP Case, k0 is calculated as for the forward transformation above.¶lon = ((E - FE)/(a*k0)) + lon0","For Projected Coordinate System Makassar / NEIEZ¶¶Parameters:¶Ellipsoid Bessel 1841 a = 6377397.155 m 1/f = 299.15281¶then e = 0.08169683¶¶Latitude Natural Origin 00°00'00""N = 0.0000000 rad¶Longitude Natural Origin 110°00'00""E = 1.91986218 rad¶Scale factor ko 0.997¶False Eastings FE 3900000.00 m¶False Northings FN 900000.00 m¶¶Forward calculation for: ¶Latitude 3°00'00.00""S = -0.05235988 rad¶Longitude 120°00'00.00""E = 2.09439510 rad¶gives¶Easting E = 5009726.58 m¶Northing N = 569150.82 m¶¶Reverse calculation for same easting and northing first gives :¶t = 1.0534121¶chi = -0.0520110¶¶Then Latitude = 3°00'00.000""S¶ Longitude = 120°00'00.000""E",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/06/22,2001.080 2004.430,0
+9805,Mercator (2SP),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The formulas to derive projected Easting and Northing coordinates are:¶¶For the two standard parallel case, k0 is first calculated from¶¶k0 = cos(latSP1)/(1 - e^2*sin^2(latSP1))^0.5 ¶ ¶where latSP1 is the absolute value of the first standard parallel (i.e. positive). ¶¶Then, for both one and two standard parallel cases, ¶¶E = FE + a*k0(lon - lon0) ¶N = FN + a*k0* ln{tan(pi/4 + lat/2)[(1 - esin(lat))/(1 + esin(lat))]^e/2} where symbols are as listed above and logarithms are natural.¶¶The reverse formulas to derive latitude and longitude from E and N values are:¶¶lat = chi + (esq/2 + 5e^4/24 + e^6/12 + 13e^8/360) sin(2chi) ¶+ (7e^4/48 + 29e^6/240 + 811e^8/11520) sin(4chi)¶+ (7e^6/120 + 81e^8/1120) sin(6chi) + (4279e^8/161280) sin(8chi)¶¶where chi = pi/2 - 2 arctan t¶t = B^((FN-N)/a*k0) ¶B = base of the natural logarithm, 2.7182818...¶and for the 2 SP Case, k0 is calculated as for the forward transformation above.¶lon = ((E - FE)/a*k0) + lon0","For Projected Coordinate System Pulkovo 1942 / Mercator Caspian Sea¶¶Parameters:¶Ellipsoid Krassowski 1940 a = 6378245.00m 1/f = 298.300¶then e = 0.08181333 and e^2 = 0.00669342¶¶Latitude first SP 42°00'00""N = 0.73303829 rad¶Longitude Natural Origin 51°00'00""E = 0.89011792 rad¶False Eastings FE 0.00 m¶False Northings (at equator) FN 0.00 m¶ ¶then natural origin at latitude of 0°N has scale factor k0= 0.744260894¶¶Forward calculation for: ¶Latitude 53°00'00.00""N = 0.9250245 rad¶Longitude 53°00'00.00""E = 0.9250245 rad¶¶gives Easting E = 165704.29 m ¶ Northing N = 5171848.07 m¶¶Reverse calculation for same easting and northing first gives :¶t = 0.336391288 chi = 0.921795958¶¶Then Latitude = 53°00'00.000""N¶ Longitude = 53°00'00.000""E",Used for most nautical charts.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2006/07/30,2004.320 2004.430,0
+9806,Cassini-Soldner,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The formulas to derive projected Easting and Northing coordinates are:¶¶Easting E = FE + nu[A - TA^3/6 -(8 - T + 8C)TA^5/120]¶¶Northing N = FN + M - M0 + nu*tan(lat)*[A^2/2 + (5 - T + 6C)A^4/24]¶¶where A = (lon - lon0)cos(lat)¶T = tan^2(lat)¶C = e2 cos2*/(1 - e2) nu = a /(1 - esq*sin^2(lat))^0.5 ¶and M, the distance along the meridian from equator to latitude lat, is given by¶M = a[(1 - e^2/4 - 3e^4/64 - 5e^6/256 -....)*lat - (3e^2/8 + 3e^4/32 + 45e^6/1024 +....)sin(2*lat) + (15e^4/256 + 45e^6/1024 +.....)sin(4*lat) - (35e^6/3072 + ....)sin(6*lat) + .....]¶with lat in radians.¶¶M0 is the value of M calculated for the latitude of the chosen origin. This may not necessarily be chosen as the equator.¶¶To compute latitude and longitude from Easting and Northing the reverse formulas are:¶lat = lat1 - (nu1tan(lat1)/rho1)[D2/2 - (1 + 3*T1)D^4/24]¶lon = lon0 + [D - T1*D^3/3 + (1 + 3*T1)T1*D^5/15]/cos(lat1)¶¶where lat1 is the latitude of the point on the central meridian which has the same Northing as the point whose coordinates are sought, and is found from:¶lat1 = mu1 + (3*e1/2 - 27*e1^3/32 +.....)sin(2*mu1) + (21*e1^2/16 - 55*e1^4/32 + ....)sin(4*mu1)+ (151*e1^3/96 +.....)sin(6*mu1) + (1097*e1^4/512 - ....)sin(8*mu1) + ......¶where¶e1 = [1- (1 - esq)^0.5]/[1 + (1 - esq)^0.5]¶mu1 = M1/[a(1 - esq/4 - 3e^4/64 - 5e^6/256 - ....)]¶M1 = M0 + (N - FN)¶T1 = tan^2(lat1)¶D = (E - FE)/nu1","For Projected Coordinate System Trinidad 1903 / Trinidad Grid ¶Parameters:¶Ellipsoid Clarke 1858 a = 20926348 ft = 31706587.88 links¶ b = 20855233 ft¶¶then 1/f = 294.97870 and e^2 = 0.00676866¶¶Latitude Natural Origin 10°26'30""N = 0.182241463 rad¶Longitude Natural Origin 61°20'00""W = -1.07046861 rad¶False Eastings FE 430000.00 links¶False Northings FN 325000.00 links¶¶Forward calculation for: ¶Latitude 10°00'00.00"" N = 0.17453293 rad¶Longitude 62°00'00.00""W = -1.08210414 rad¶¶A = -0.01145876 C = 0.00662550¶T = 0.03109120 M = 5496860.24 nu = 31709831.92 M0 = 5739691.12¶¶Then Easting E = 66644.94 links¶ Northing N = 82536.22 links¶¶Reverse calculation for same easting and northing first gives :¶e1 = 0.00170207 D = -0.01145875¶T1 = 0.03109544 M1 = 5497227.34¶nu1 = 31709832.34 mu1 = 0.17367306¶phi1 = 0.17454458 rho1 = 31501122.40¶¶
+Then Latitude = 10°00'00.000""N¶ Longitude = 62°00'00.000""W",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,1996/09/18,,0
+9807,Transverse Mercator,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The formulas to derive the projected Easting and Northing coordinates are in the form of a series as follows:¶¶Easting, E = FE + k0*nu[A + (1 - T + C)A^3/6 + (5 - 18T + T^2 + 72C - 58e'sq)A^5/120] ¶¶Northing, N = FN + k0{M - M0 + nu*tan(lat)[A^2/2 + (5 - T + 9C + 4C^2)A^4/24 + (61 - 58T + T^2 + 600C - 330e'sq)A^6/720]} ¶where T = tan^2(lat) nu = a /(1 - esq*sin^2(lat))^0.5¶C = esq*cos^2(lat)/(1 - esq)¶A = (lon - lon0)cos(lat), with lon and lon0 in radians.¶M = a[(1 - esq/4 - 3e^4/64 - 5e^6/256 -....)lat - (3esq/8 + 3e^4/32 + 45e^6/1024+....)sin(2*lat) + (15e^4/256 + 45e^6/1024 +.....)sin(4*lat) - (35e^6/3072 + ....)sin(6*lat) + .....]¶with lat in radians and M0 for lat0, the latitude of the origin, derived in the same way.¶¶The reverse formulas to convert Easting and Northing projected coordinates to latitude and longitude are:¶¶lat = lat1 - (nu1*tan(lat1)/rho1)[D^2/2 - (5 + 3*T1 + 10*C1 - 4*C1^2 - 9*e'^2)D^4/24 + (61 + 90*T1 + 298*C1 + 45*T1^2 - 252*e'^2 - 3*C1^2)D^6/720]¶lon = lon0 + [D - (1 + 2*T1 + C1)D^3/6 + (5 - 2*C1 + 28*T1 - 3*C1^2 + 8*e'^2 + 24*T1^2)D^5/120] / cos(lat1)¶where lat1 may be found as for the Cassini projection from:¶¶lat1 = mu1 + ((3*e1)/2 - 27*e1^3/32 +.....)sin(2*mu1) + (21*e1^2/16 -55*e1^4/32 + ....)sin(4*mu1)+ (151*e1^3/96 +.....)sin(6*mu1) + (1097*e1^4/512 - ....)sin(8*mu1) + ......¶and where¶nu1 = a /(1 - esq*sin^2(lat1))^0.5¶rho1 = a(1 - esq)/(1 - esq*sin^2(lat1))^1.5¶e1 = [1- (1 - esq)^0.5]/[1 + (1 - esq)^0.5]¶mu1 = M1/[a(1 - esq/4 - 3e^4/64 - 5e^6/256 - ....)]¶M1 = M0 + (N - FN)/k0¶T1 = tan^2(lat1)¶C1 = e'^2*cos^2(lat1)¶D = (E - FE)/(nu1*k0), with nu1 = nu for lat1¶¶For areas south of the equator the value of latitude lat will be negative and the formulas above, to compute the E and N, will automatically result in the correct values. Note that the false northings of the origin, if the equator, will need to be large to avoid negative northings and for the UTM projection is in fact 10,000,000m. Alternatively, as in the case of Argentina's Transverse Mercator (Gauss-Kruger) zones, the origin is at the south pole with a northings of zero. However each zone central meridian takes a false easting of 500000m prefixed by an identifying zone number. This ensures that instead of points in ¶different zones having the same eastings, every point in the country, irrespective of its projection zone, will have a unique set of projected system coordinates. Strict application of the above formulas, with south latitudes negative, will result in the derivation of the correct Eastings and Northings. ¶¶Similarly, in applying the reverse formulas to determine a latitude south of the equator, a negative sign for lat results from a negative lat1 which in turn results from a negative M1.","For Projected Coordinate System OSGB 1936 / British National Grid¶¶Parameters:¶Ellipsoid Airy 1830 a = 6377563.396 m 1/f = 299.32496¶then e'^2 = 0.00671534 and e^2 = 0.00667054¶¶Latitude Natural Origin 49°00'00""N = 0.85521133 rad¶Longitude Natural Origin 2°00'00""W = -0.03490659 rad¶Scale factor ko 0.9996013 False Eastings FE 400000.00 m¶False Northings FN -100000.00 m¶¶Forward calculation for: ¶Latitude 50°30'00.00""N = 0.88139127 rad¶Longitude 00°30'00.00""E = 0.00872665 rad¶A = 0.02775415 C = 0.00271699¶T = 1.47160434 M = 5596050.46¶M0 = 5429228.60 nu = 6390266.03¶¶Then Easting E = 577274.99 m¶ Northing N = 69740.50 m¶¶Reverse calculations for same easting and northing first gives :¶e1 = 0.00167322 mu1 = 0.87939562¶M1 = 5599036.80 nu1 = 6390275.88¶lat1 = 0.88185987 D = 0.02775243¶rho1 =6372980.21 C1 = 0.00271391¶T1 = 1.47441726¶¶Then Latitude = 50°30'00.000""N¶ Longitude = 00°30'00.000""E",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2007/02/19,2004.680 2007.029,0
+9808,Transverse Mercator (South Orientated),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶For the mapping of southern Africa a south oriented Transverse Mercator projection is used. Here the coordinate axes are called Westings and Southings and increment to the West and South from the origin respectively. The standard Transverse Mercator formulas (coordinate operation method code 9807) need to be modified to cope with this arrangement with¶¶Westing, W = FE - k0 nu[A + (1 - T + C)A^3/6 + (5 - 18*T + T^2 + 72*C - 58*e'^2)A^5/120]¶¶Southing, S = FN - k0{M - M0 + nu*tan(lat)*[A^2/2 + (5 - T + 9*C + 4*C^2)A^4/24 + (61 - 58*T + T^2 + 600*C - 330*e'^2)A^6/720]}¶¶In these formulas the terms FE and FN retain their definition, i.e. in the Transverse Mercator (South Orientated) method they increase the Westing and Southing value at the natural origin. In this method they are effectively false westing (FW) and false southing (FS) respectively.¶¶For the reverse formulas, those for the standard Transverse Mercator above apply, with the exception that:¶¶M1 = M0 - (S - FN)/k0¶and D = -(W - FE)/(nu1*k0), with nu1 = nu for lat1","See Transverse Mercator, code 9807, for general methodology.",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/07/31,2002.510,0
+9809,Oblique Stereographic,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶Given the geodetic origin of the projection at the tangent point (lat0, lon0), the parameters defining the conformal sphere are:¶¶R= sqrt( rho0 * nu0)¶n= {1 + [e^2 * cos^4(latC) / (1 - e^2)]}^0.5¶c= [(n+sin(lat0)) (1-sin(chi0))]/[(n-sin(lat0)) (1+sin(chi0))]¶¶where:¶sin(chi0) = (w1-1)/(w1+1)¶w1 = (S1.(S2)^e)^n¶S1 = (1+sin(lat0))/(1-sin(lat0))¶S2 = (1-e sin(lat0))/(1+e sin(lat0))¶¶The conformal latitude and longitude (chi0,lambda0) of the origin are then computed from :¶¶chi0 = asin[(w2-1)/(w2+1)]¶¶where S1 and S2 are as above and w2 = c (S1(S2)^e)^n¶ ¶lambda0 = lon0¶¶For any point with geodetic coordinates (lat, lon) the equivalent conformal latitude and longitude (chi, lambda) are computed from ¶lambda = n(lon-lambda0) + lambda0¶chi = asin[(w-1)/(w+1)]¶¶where w = c (Sa (Sb)^e)^n¶Sa = (1+sin(lat))/(1-sin(lat))¶Sb = (1-e.sin(lat))/(1+e.sin(lat))¶ ¶Then B = [1+sin(chi) sin(chi0) + cos(chi) cos(chi0) cos(lambda-lambda0)]¶¶N = FN + 2 R k0 [sin(chi) cos(chi0) - cos(chi) sin(chi0) cos(lambda-lambda0)] / B¶¶E = FE + 2 R k0 cos(chi) sin(lambda-lambda0) / B¶¶
+The reverse formulae to compute the geodetic coordinates from the grid coordinates involves computing the conformal values, then the isometric latitude and finally the geodetic values.¶¶The parameters of the conformal sphere and conformal latitude and longitude at the origin are computed as above. Then for any point with Stereographic grid coordinates (E,N) :¶¶chi = chi0 + 2 atan[{(N-FN)-(E-FE) tan (j/2)} / (2 R k0)]¶¶lambda = j + 2 i + lambda0¶¶where g = 2 R k0 tan(pi/4 - chi0/2)¶h = 4 R k0 tan(chi0) + g¶i = atan[(E-FE) / {h+(N-FN)}]¶j = atan[(E-FE) / (g-(N-FN)] - i¶¶Geodetic longitude lon = (lambda-lambda0 ) / n + lambda0¶¶Isometric latitude psi = 0.5 ln [(1+ sin(chi)) / { c (1- sin(chi))}] / n¶¶First approximation lat1 = 2 atan(e^psi) - pi/2 where e=base of natural logarithms.¶¶psii = isometric latitude at lati¶¶where psii= ln[{tan(lati/2 + pi/4} {(1-e sin(lati))/(1+e sin(lati))}^(e/2)]¶ ¶Then iterate lat(i+1) = lati - ( psii - psi ) cos(lati) (1 -e^2 sin^2(lati)) / (1 - e^2)¶¶until the change in lat is sufficiently small.¶¶For Oblique Stereographic projections centred on points in the southern hemisphere, the signs of E, N, lon0, lon, must be reversed to be used in the equations and lat will be negative anyway as a southerly latitude.¶¶An alternative approach is given by Snyder, where, instead of defining a single conformal sphere at the origin point, the conformal latitude at each point on the ellipsoid is computed. The conformal longitude is then always equivalent to the geodetic longitude. This approach is a valid alternative to the above, but gives slightly different results away from the origin point. It is therefore considered by EPSG to be a different coordinate operation method to that described above.","For Projected Coordinate System RD / Netherlands New¶¶Parameters:¶Ellipsoid Bessel 1841 a = 6377397.155 m 1/f = 299.15281¶then e = 0.08169683¶¶Latitude Natural Origin 52°09'22.178""N = 0.910296727 rad¶Longitude Natural Origin 5°23'15.500""E = 0.094032038 rad¶Scale factor k0 0.9999079¶False Eastings FE 155000.00 m¶False Northings FN 463000.00 m¶¶Forward calculation for: ¶¶Latitude 53°N = 0.925024504 rad¶Longitude 6°E = 0.104719755 rad¶¶first gives the conformal sphere constants:¶¶rho0 = 6374588.71 nu0 = 6390710.613¶R = 6382644.571 n = 1.000475857 c = 1.007576465¶¶where S1 = 8.509582274 S2 = 0.878790173 w1 = 8.428769183¶sin chi0 = 0.787883237¶¶w = 8.492629457 chi0 = 0.909684757 D0 = d0 ¶¶for the point chi = 0.924394997 D = 0.104724841¶¶hence B = 1.999870665 N = 557057.739 E = 196105.283¶¶reverse calculation for the same Easting and Northing first gives:¶¶g = 4379954.188 h = 37197327.96 i = 0.001102255 j = 0.008488122¶¶then D = 0.10472467 Longitude = 0.104719584 rad = 6 deg E¶¶chi = 0.924394767 psi = 1.089495123¶phi1 = 0.921804948 psi1 = 1.084170164¶phi2 = 0.925031162 psi2 = 1.089506925¶phi3 = 0.925024504 psi3 = 1.089495505¶phi4 = 0.925024504¶¶Then Latitude = 53°00'00.000""N¶ Longitude = 6°00'00.000""E","This is not the same as the projection method of the same name in USGS Professional Paper no. 1395, ""Map Projections - A Working Manual"" by John P. Snyder.","EPSG guidance note #7-2, http://www.epsg.org",OGP,2006/03/31,1999.811 2006.200,0
+9810,Polar Stereographic (variant A),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶For the forward conversion from latitude and longitude, for the south pole case¶¶E = FE + rho * sin(lon – lonO)¶N = FN + rho * cos(lon – lonO)¶where¶t = tan(pi/4 + lat/2) / {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}¶rho = 2*a*ko*t / {[(1+e)^(1+e) (1–e)^(1–e)]^0.5}¶¶For the north pole case, ¶rho and E are found as for the south pole case but¶t = tan(pi/4 – lat/2) * {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}¶N = FN – rho * cos(lon – lonO)¶¶For the reverse conversion from easting and northing to latitude and longitude,¶lat = chi + (e^2/2 + 5e^4/24 + e^6/12 + 13e^8/360) sin(2 chi) ¶+ (7e^4/48 + 29e^6/240 + 811e^8/11520) sin(4 chi)¶+ (7e^6/120 + 81e^8/1120) sin(6 chi) + (4279e^8/161280) sin(8 chi)¶¶where rho' = [(E-FE)^2 + (N – FN)^2]^0.5¶t' =rho' {[(1+e)^(1+e) * (1– e)^(1-e)]^0.5} / (2 a ko)¶and for the south pole case¶chi = 2 atan(t' ) – pi/2 ¶but for the north pole case¶chi = pi/2 - 2 atan t'¶¶Then for for both north and south cases if E = FE, lon = lonO¶else for the south pole case¶lon = lonO + atan [(E – FE) / (N – FN)]¶and for the north pole case¶lon = lonO + atan [(E – FE) / –(N – FN)] = lonO + atan [(E – FE) / (FN – N)]","For Projected Coordinate Reference System: WGS 84 / UPS North¶¶Parameters:¶Ellipsoid: WGS 84¶a = 6378137.0 metre¶1/f = 298.2572236¶then e = 0.081819191¶¶Latitude of natural origin (latO): 90°00'00.000""N =1.570796327 rad¶Longitude of origin (longO): 0°00'00.000""E=0.0 rad¶Scale factor at natural origin (ko): 0.994¶False easting (FE) 2000000.00 metre¶False northing (FN) 2000000.00 metre¶¶Forward calculation for: ¶Latitude (lat) =73°N =1.274090354 rad¶Longitude (lon) =44°E =0.767944871 rad¶¶t = 0.150412808¶rho = 1900814.564¶whence¶E = 3320416.75 m¶N = 632668.43 m¶¶Reverse calculation for the same Easting and Northing (3320416.75 E, 632668.43 N) first gives:¶rho' = 1900814.566¶t' = 0.150412808¶chi = 1.2722090¶¶Then¶Latitude (lat) = 73°00'00.000""N¶Longitude (lon) = 44°00'00.000""E",Latitude of natural origin must be either 90 degrees or -90 degrees (or equivalent in alternative angle unit).,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2003/09/22,2003.220,0
+9811,New Zealand Map Grid,1,See information source.,See information source.,,New Zealand Department of Lands technical circular 1973/32,OGP,1996/09/18,,0
+9812,Hotine Oblique Mercator,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The following constants for the projection may be calculated :¶¶B = {1 + [esq * cos^4(latc) / (1 - esq )]}^0.5¶A = a * B * kc *(1 - esq )^0.5 / ( 1 - esq * sin^2(latc))¶t0 = tan(pi/4 - latc/2) / ((1 - e*sin(latc)) / (1 + e*sin(latc)))^(e/2)¶D = B (1 - esq)^0.5 / (cos(latc) * ( 1 - esq*sin^2(latc))^0.5)¶if D < 1 to avoid problems with computation of F make D^2 = 1 ¶F = D + (D^2 - 1)^0.5 * SIGN(latc)¶H = F*(t0)^B¶G = (F - 1/F) / 2¶gamma0 = asin(sin(alphac) / D)¶lon0 = lonc - (asin(G*tan(gamma0))) / B¶¶ ¶Forward case: To compute (E,N) from a given (lat,lon) :¶¶t = tan(pi/4 - lat/2) / ((1 - e sin (lat)) / (1 + e sin (lat)))^(e/2)¶Q = H / t^B¶S = (Q - 1 / Q) / 2¶T = (Q + 1 / Q) / 2¶V = sin(B (lon - lon0))¶U = (- V cos(gamma0) + S sin(gamma0)) / T¶v = A ln((1 - U) / (1 + U)) / 2 B¶u = A atan((S cos(gamma0) + V sin(gamma0)) / cos(B (lon - lon0 ))) / B¶¶The rectified skew co-ordinates are then derived from:¶E = v cos(gammac) + u sin(gammac) + FE¶N = u cos(gammac) - v sin(gammac) + FN¶¶Reverse case: Compute (lat,lon) from a given (E,N) :¶¶vÂ’ = (E - FE) cos(gammac) - (N - FN) sin(gammac)¶uÂ’ = (N - FN) cos(gammac) + (E - FE) sin(gammac)¶¶QÂ’ = e^- (B v ‘/ A) where e is the base of natural logarithms.¶S' = (QÂ’ - 1 / QÂ’) / 2¶TÂ’ = (QÂ’ + 1 / QÂ’) / 2¶VÂ’ = sin (B uÂ’ / A)¶UÂ’ = (VÂ’ cos(gammac) + SÂ’ sin(gammac)) / TÂ’¶tÂ’ = (H / ((1 + UÂ’) / (1 - UÂ’))^0.5)^(1 / B)¶¶chi = pi / 2 - 2 atan(tÂ’)¶¶lat = chi + sin(2chi).( e^2 / 2 + 5*e^4 / 24 + e^6 / 12 + 13*e^8 / 360) + sin(4*chi).( 7*e^4 /48 + 29*e^6 / 240 + 811*e8 / 11520) + sin(6chi).( 7*e^6 / 120 + 81*e8 / 1120) + sin(8chi).(4279 e^8 / 161280)¶¶lon= lon0 - atan ((SÂ’ cos(gamma0) - VÂ’ sin(gamma0)) / cos(B*uÂ’ / A)) / B","For Projected Coordinate System Timbalai 1948 / R.S.O. Borneo (m)¶¶Parameters:¶Ellipsoid: Everest 1830 (1967 Definition)¶a = 6377298.556 metres 1/f = 300.8017¶then e = 0.081472981and e2 = 0.006637847¶¶Latitude Projection Centre fc = 4°00'00""N = 0.069813170 rad¶Longitude Projection Centre lc = 115°00'00""E = 2.007128640 rad¶Azimuth of central line ac = 53°18'56.9537"" = 0.930536611 rad¶Rectified to skew gc= 53°07'48.3685"" = 0.927295218 rad¶Scale factor ko= 0.99984¶False Eastings FE = 0.00 m¶False Northings FN = 0.00 m¶¶Forward calculation for: ¶Latitude lat = 5°23'14.1129""N = 0.094025313 rad¶Longitude lon = 115°48'19.8196""E = 2.021187362 rad¶¶B = 1.003303209 F = 1.072121256¶A =6376278.686 H = 1.000002991¶to = 0.932946976 g0 = 0.927295218¶D = 1.002425787 lon0 = 1.914373469¶D2 =1.004857458¶uc =738096.09 vc =0.00¶¶t =0.910700729 Q =1.098398182¶S =0.093990763 T = 1.004407419¶V =0.106961709 U = 0.010967247¶v =-69702.787 u =901334.257¶¶Then Easting E = 679245.73 m¶ Northing N = 596562.78 m¶¶Reverse calculations for same easting and northing first gives :¶vÂ’ = -69702.787 uÂ’ =901334.257¶QÂ’ = 1.011028053¶SÂ’ = 0.010967907 TÂ’ = 1.000060146¶VÂ’ = 0.141349378 UÂ’ = 0.093578324¶tÂ’ = 0.910700729 c = 0.093404829¶¶Then Latitude = 5°23'14.113""N¶ Longitude = 115°48'19.820""E",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/10/16,1997.620 1999.811 2004.430 2004.600 2007.044,0
+9813,Laborde Madagascar,1,"Note : these formulas have been transcribed from IGN Document NT/G 74. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶From the defining parameters the following constants for the map projection may be calculated:¶¶B = {1+[e^2 cos^4(phiC)]/(1– e^2)}^0.5¶phiS = asin[sin(phiC) / B]¶R = a kC {(1–e^2)^0.5 / [1–e^2 sin^2(phiC)]}¶C = ln[tan(pi/4+phiS /2)] – B. ln{tan(pi/4+phiC /2) ([1 – e sin(phiC)]/[1+e sin(phiC)])^(e/2)}¶¶Forward case: To compute (E,N) from a given (lat,lon)¶L = B.(lon–lonC)¶q = C + B . ln{tan(pi/4+lat/2) ([1–e sin(lat)] / [1+e sin(lat)])^(e/2)}¶P = 2.atan[e ^q] – pi/2 where e is the base of natural logarithms¶U = cos(P).cos(L).cos(phiS) + sin(P).sin(phiS) ¶V = cos(P).cos(L).sin(phiS) - sin(P).cos(phiS)¶W = cos(P).sin(L)¶d = (U^2+V^2)^0.5¶if d <> 0 then L' = 2.atan(V/(U+d)) and P' = atan(W/d)¶if d = 0 then L' = 0 and P' = sign(W).pi/2¶H = –L' + i.ln(tan(pi/4+P'/2)) where i^2 = –1¶G = (1 – cos(2.alphaC) + i.sin(2.alphaC))/12¶E = FE + R . IMAGINARY(H + G.H^3)¶N = FN + R . REAL(H + G.H^3)¶¶Reverse case: To compute (lat, lon) from a given (E,N):¶G = (1–cos(2.alphaC) + i.sin(2.alphaC))/12 where i^2 = –1¶To solve for Latitude and Longitude, a re-iterative solution is required, where the first two elements are¶H0 = (N–FN)/R + i.(E–FE)/R ie k = 0¶H1 = H0/(H0 + G.H0^3), i.e. k = 1,¶and in subsequent reiterations, k increments by 1¶Hk+1 = (H0+2.G.Hk^3)/(3.G.Hk^2+1)¶Re-iterate until ABSOLUTE(REAL([H0-Hk-G.Hk^3)])) < 1E-11¶¶L' = –1.REAL(Hk)¶P' = 2.atan{ e ^[IMAGINARY(Hk)]} – pi/2 where e is the base of natural logarithms.¶U' = cos(P').cos(L').cos(phiS) + cos(P').sin(L').sin(phiS) ¶V' = sin(P')¶W' = cos(P').cos(L').sin(phiS) – cos(P').sin(L').cos(phiS)¶d = (U'^2+ V'^2)^0.5¶if d <> 0 then L = 2 atan[V'/( U'+d)] and P = atan(W'/d)¶if d = 0 then L = 0 and P = SIGN(W') . pi/2¶lon = lonC + (L/B)¶¶q' = {ln[tan(pi/4+P/2)] – C}/B¶The final solution for latitude requires a second re-iterative process, where the first element is¶lat'(0) = 2.atan(e ^q') – pi/2 where e is the base of natural logarithms.¶And the subsequent elements are¶lat'(k) = 2.atan{({1+e.sin[lat(k-1)]} / {1–e.sin[lat(k-1)]})^(e/2).e ^q'} – pi/2 for K =1 ?¶Iterate until ABSOLUTE(lat(k)-lat(k-1)) < 1E-11 ¶lat = lat(k)",See information source.,,"""La nouvelle projection du Service Geographique de Madagascar""; J. Laborde; 1928. Also IGN Paris technical note NT/G 74.",OGP,2007/03/27,1997.613 2006.960 2007.040,0
+9814,Swiss Oblique Cylindrical,1,See information source.,See information source.,Can be accomodated by Oblique Mercator method (code 9815).,"""Die projecktionen der Schweizerischen Plan und Kartenwerke""; J Bollinger; 1967",OGP,1996/09/18,1997.612,0
+9815,Oblique Mercator,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The following constants for the projection may be calculated :¶¶B = {1 + [e^2 * cos^4(latc) / (1 - e^2 )]}^0.5¶A = a * B * kc *(1 - e^2 )^0.5 / ( 1 - e^2 * sin^2(latc))¶t0 = tan(pi/4 - latc/2) / ((1 - e*sin(latc)) / (1 + e*sin(latc)))^(e/2)¶D = B (1 - e^2)^0.5 / (cos(latc) * ( 1 - e^2*sin^2(latc))^0.5)¶if D < 1 to avoid problems with computation of F make D^2 = 1 ¶F = D + (D^2 - 1)^0.5 * SIGN(latc)¶H = F*(t0)^B¶G = (F - 1/F) / 2¶gamma0 = asin(sin(alphac) / D)¶lon0 = lonc - (asin(G*tan(gamma0))) / B¶vc =0¶In general: uc = (A / B) atan((Dsq - 1)^0.5 / cos (alphac) ) * SIGN(latc)¶but for the special cases where alphac = 90 degrees (e.g. Hungary, Switzerland) then ¶uc = A*(lonc - lon0) ¶¶ ¶Forward case: To compute (E,N) from a given (lat,lon) :¶¶t = tan(pi/4 - lat/2) / ((1 - e sin (lat)) / (1 + e sin (lat)))^(e/2)¶Q = H / t^B¶S = (Q - 1 / Q) / 2¶T = (Q + 1 / Q) / 2¶V = sin(B (lon - lon0))¶U = (- V cos(gamma0) + S sin(gamma0)) / T¶v = A ln((1 - U) / (1 + U)) / 2 B¶u = (A atan((S cos(gamma0) + V sin(gamma0)) / cos(B (lon - lon0 ))) / B) - (ABS(uc) . SIGN(latc))¶¶The rectified skew co-ordinates are then derived from:¶E = v cos(gammac) + u sin(gammac) + Ec¶N = u cos(gammac) - v sin(gammac) + Nc¶¶Reverse case: Compute (lat,lon) from a given (E,N) :¶¶vÂ’ = (E - Ec) cos(gammac) - (N - Nc) sin(gammac)¶uÂ’ = (N - Nc) cos(gammac) + (E - Ec) sin(gammac) + (ABS(uc) . SIGN(latc))¶¶QÂ’ = e- (B v ‘/ A) where e is the base of natural logarithms.¶S' = (QÂ’ - 1 / QÂ’) / 2¶TÂ’ = (QÂ’ + 1 / QÂ’) / 2¶VÂ’ = sin (B uÂ’ / A)¶UÂ’ = (VÂ’ cos(gammac) + SÂ’ sin(gammac)) / TÂ’¶tÂ’ = (H / ((1 + UÂ’) / (1 - UÂ’))^0.5)^(1 / B)¶¶chi = pi / 2 - 2 atan(tÂ’)¶¶lat = chi + sin(2chi).( e^2 / 2 + 5*e^4 / 24 + e^6 / 12 + 13*e^8 / 360) + sin(4*chi).( 7*e^4 /48 + 29*e^6 / 240 + 811*e8 / 11520) + sin(6chi).( 7*e^6 / 120 + 81*e8 / 1120) + sin(8chi).(4279 e^8 / 161280)¶¶lon= lon0 - atan ((SÂ’ cos(gamma0) - VÂ’ sin(gamma0)) / cos(B*uÂ’ / A)) / B","For Projected Coordinate System Timbalai 1948 / R.S.O. Borneo (m)¶¶Parameters:¶Ellipsoid: Everest 1830 (1967 Definition)¶a = 6377298.556 metres 1/f = 300.8017¶then e = 0.081472981and e^2 = 0.006637847¶¶Latitude Projection Centre fc = 4°00'00""N = 0.069813170 rad¶Longitude Projection Centre lc = 115°00'00""E = 2.007128640 rad¶Azimuth of central line ac = 53°18'56.9537"" = 0.930536611 rad¶Rectified to skew gc= 53°07'48.3685"" = 0.927295218 rad¶Scale factor ko= 0.99984¶Easting at projection centre Ec = 590476.87 m¶Northing at projection centre Nc = 442857.65 m¶¶Forward calculation for: ¶Latitude lat = 5°23'14.1129""N = 0.094025313 rad¶Longitude lon = 115°48'19.8196""E = 2.021187362 rad¶¶B = 1.003303209 F = 1.072121256¶A =6376278.686 H = 1.000002991¶to = 0.932946976 g0 = 0.927295218¶D = 1.002425787 lon0 = 1.914373469¶D2 =1.004857458¶uc =738096.09 vc =0.00¶¶t =0.910700729 Q =1.098398182¶S =0.093990763 T = 1.004407419¶V =0.106961709 U = 0.010967247¶v =-69702.787 u = 163238.163¶¶Then Easting E = 679245.73 m¶ Northing N = 596562.78 m¶¶Reverse calculations for same easting and northing first gives :¶vÂ’ = -69702.787 uÂ’ = 901334.257¶QÂ’ = 1.011028053¶SÂ’ = 0.010967907 TÂ’ = 1.000060146¶VÂ’ = 0.141349378 UÂ’ = 0.093578324¶tÂ’ = 0.910700729 c = 0.093404829¶¶Then Latitude = 5°23'14.113""N¶ Longitude = 115°48'19.820""E",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/10/16,1999.811 2004.430 2004.600 2007.044,0
+9816,Tunisia Mining Grid,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶This grid is used as the basis for mineral leasing in Tunsia. Lease areas are approximately 2 x 2 km or 400 hectares. The corners of these blocks are defined through a six figure grid reference where the first three digits are an easting in kilometres and the last three digits are a northing. The latitudes and longitudes for block corners at 2 km intervals are tabulated in a mining decree dated 1st January 1953. From this tabulation in which geographical coordinates are given to 5 decimal places it can be seen that:¶a) the minimum easting is 94 km, on which the longitude is 5.68989 grads east of Paris.¶b) the maximum easting is 490 km, on which the longitude is 10.51515 grads east of Paris.¶c) each 2 km grid easting interval equals 0.02437 grads.¶d) the minimum northing is 40 km, on which the latitude is 33.39 grads.¶e) the maximum northing is 860 km, on which the latitude is 41.6039 grads.¶f) between 40 km N and 360 km N, each 2 km grid northing interval equals 0.02004 grads.¶g) between 360 km N and 860 km N, each 2 km grid northing interval equals 0.02003 grads.¶¶Formulae are:¶¶Grads from Paris¶¶Lat (grads) = 36.5964 + [(N - 360) * A] ¶where N is in kilometres and A = 0.010015 if N > 360, else A = 0.01002.¶¶LonParis (grads) = 7.83445 + [(E - 270) * 0.012185], where E is in kilometres.¶¶The reverse formulae are:¶¶E (km) = 270 + [(LonParis - 7.83445) / 0.012185] where LonParis is in grads.¶¶N (km) = 360 + [(Lat - 36.5964) / B] ¶where Lat is in grads and B = 0.010015 if lat>36.5964, else B = 0.01002.¶¶Degrees from Greenwich.¶¶Modern practice in Tunisia is to quote latitude and longitude in degrees with longitudes referenced to the Greenwich meridian. The formulae required in addition to the above are:¶¶Lat (degrees) = (Latg * 0.9) where Latg is in grads.¶LonGreenwich (degrees) = [(LonParis + 2.5969213) * 0.9] where LonParis is in grads.¶¶
+Lat (grads) = (Latd / 0.9) where Latd is in decimal degrees.¶LonParis (grads) = [(LonGreenwich / 0.9) - 2.5969213)] where LonGreenwich is in decimal degrees.","For grid location 302598,¶Latitude = 36.5964 + [(598 - 360) * A]. As N > 360, A = 0.010015.¶Latitude = 38.97997 grads = 35.08197 degrees.¶¶Longitude = 7.83445 + [(E - 270) * 0.012185, where E = 302.¶Longitude = 8.22437 grads east of Paris = 9.73916 degrees east of Greenwich.",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2000/03/07,1999.811 2000.080,0
+9817,Lambert Conic Near-Conformal,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶To compute the Lambert Conic Near-Conformal the following formulae are used. First compute constants for the projection:¶¶n = f / (2-f)¶A = 1 / (6 rhoO nuO) ¶AÂ’ = a [ 1- n + 5 (n^2 - n^3 ) / 4 + 81 ( n^4 - n^5 ) / 64]*pi /180 ¶BÂ’ = 3 a [ n - n^2 + 7 ( n^3 - n^4 ) / 8 + 55 n^5 / 64] / 2¶CÂ’ = 15 a [ n^2 -n^3 + 3 ( n^4 - n^5 ) / 4 ] / 16¶DÂ’ = 35 a [ n^3 - n^4 + 11 n^5 / 16 ] / 48¶EÂ’ = 315 a [ n^4 - n^5 ] / 512¶r0 = ko nu0 / tan(lat0)¶s0 = AÂ’ lat0 - BÂ’ sin(2 latO) + CÂ’ sin(4 latO) - DÂ’ sin(6 latO) + EÂ’ sin(8 latO) where in the first term lat0 is in degrees, in the other terms latO is in radians.¶¶Then for the computation of easting and northing from latitude and longitude:¶¶s = AÂ’ lat - BÂ’ sin(2 lat) + CÂ’ sin(4 lat) - DÂ’ sin(6 lat) + EÂ’ sin(8 lat) where in the first term latO is in degrees, in the other terms latO is in radians.¶M = s - sO¶M = ko ( m + A m^3)¶r = rO - M¶theta = (lon - lonO) sin(latO)¶¶and¶E = FE + r sin(theta)¶N = FN + M + r sin(theta) tan(theta/2)¶¶The reverse formulas for latitude and longitude from Easting and Northing are:¶¶theta' = arctan {(E – FE) / [rO – (N – FN)]}¶r' = +/- {(E – FE)^2 + [rO – (N – FN)]}^2}^0.5, taking the sign of latO ¶M' = rO – r'¶¶If an exact solution is required, it is necessary to solve for m and lat using iteration of the two equations:¶m'= m' –M' – [ ko m' – ko A (m')^3] / [– ko – 3 ko A (m')^2]¶using M' for m' in the first iteration. This will usually converge (to within 1mm) in a single iteration. Then¶lat' = lat' +{m' + sO – [A' lat' (180/pi) – B' sin(2 lat') + C' sin(4 lat') – D' sin(6lat') + E' sin(8 lat')]}/A' (pi/180)¶first using lat' = latO + m'/A' (pi/180).¶¶However the following non-iterative solution is accurate to better than 0.001"" (3mm) within 5 degrees latitude of the projection origin and should suffice for most purposes:¶m' = M' – [M' ko M' – ko A (M')^3] / [– ko – 3 ko A (M')^2]¶lat' = latO + m'/A' (pi/180)¶s' = A ' lat' – B' sin(2 lat') + C' sin(4 lat') – D' sin(6 lat') + E' sin(8 lat')¶ where in the fterm lat' is in degrees, in the other terms lat' is in radians.¶Ds' = A'80 / pi) – 2B' cos(2 lat') + 4C' cos(4 lat') – 6D' cos(6 lat') + 8E' cos(8 lat')¶lat = lat' – [(m' + sO – s') / (–ds')] radians¶¶Then after solution of lat using either method above¶lon = lonO + theta' / sin(latO) where lonO and lon are in radians.","For Projected Coordinate System: Deir ez Zor / Levant Zone¶¶Parameters:¶Ellipsoid Clarke 1880 (IGN) a = 6378249.2 m 1/f = 293.46602¶then b = 6356515.000 n = 0.001706682563¶¶Latitude Natural Origin = 34°39'00""N = 0.604756586 rad¶Longitude Natural Origin = 37°21'00""E= 0.651880476 rad¶Scale factor at origin ko = 0.99962560¶False Eastings FE = 300000.00 m¶False Northings FN = 300000.00 m¶¶Forward calculation for: ¶Latitude of 37°31'17.625""N = 0.654874806 rad¶Longitude of 34°08'11.291""E = 0.595793792 rad¶first gives¶A = 4.1067494 * 10e-15 AÂ’=111131.8633¶BÂ’= 16300.64407 CÂ’= 17.38751 DÂ’= 0.02308 EÂ’= 0.000033¶so = 3835482.233 s = 4154101.458 m = 318619.225¶M = 318632.72 Ms = 30.82262319¶q = -0.03188875 ro = 9235264.405 r = 8916631.685¶¶Then Easting E = 15707.96 m (c.f. E = 15708.00 using full formulae)¶ Northing N = 623165.96 m (c.f. N = 623167.20 using full formulae)¶¶Reverse calculation for the same easting and northing first gives¶¶q' = -0.03188875¶rÂ’ = 8916631.685¶MÂ’= 318632.72 ¶¶Latitude = 0.654874806 rad = 37°31'17.625""N¶Longitude = 0.595793792 rad = 34°08'11.291""E",The Lambert Near-Conformal projection is derived from the Lambert Conformal Conic projection by truncating the series expansion of the projection formulae.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2008/07/14,1999.811 2004.610 2005.390 2008.029,0
+9818,American Polyconic,1,See information source.,See information source.,See information source for formula and example.,"US Geological Survey Professional Paper 1395; ""Map Projections - A Working Manual""; J. Snyder",OGP,1999/10/20,1999.550,0
+9819,Krovak Oblique Conic Conformal,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶From the defining parameters the following constants for the projection may be calculated :¶¶B = {1 + [e^2 * cos^4(latC) / (1 - e^2)]}^0.5¶A=a (1 - e^2 )^0.5 / [ 1 - e^2 sin^2 (latC)]¶gammaO=asin[sin (latC) / B]¶tO =tan(pi / 4 + gamma0 / 2) . [(1 + e sin(latC)) / (1 - e sin (latC))]^(e.B/2) / [tan(pi / 4 + latC/ 2)]^B¶n = sin (latp)¶rO=kp A / tan (latp)¶¶To derive the projected Southing and Westing coordinates of a point with geographical coordinates (lat, lon) the formulas for the Krovak oblique conic conformal are:¶¶Southing: X = FE + r cos theta¶Westing: Y = FN + r sin theta¶ ¶where¶¶U=2 (atan { tO. tan^B (lat/2 + pi / 4 ) / [(1 + e sin (lat)) / (1 - e sin (lat))]^[e.B/2 ]} - pi / 4)¶V=B (lonO - lon)¶S=asin [ cos (alphaC) sin ( U ) + sin (alphaC) cos (U) cos (V)]¶D=asin [ cos ( U ) sin ( V ) / cos ( S ) ]¶theta=n D¶r=rO tan^n . (pi / 4 + phi1/ 2) / tan^n ( S/2 + pi / 4 )¶¶The reverse formulas to derive the latitude and longitude of a point from its Southing and Westing values are:¶¶r' =[(X - FE)^2 + (Y - FN)^2]^(1/2) ¶theta'=arctan [(Y- FN)/(X- FE)]¶D'=theta' / sin ( latp)¶S'=2*{atan[(rO / r' )^(1/n) tan(pi / 4 + latp/ 2)] - pi / 4}¶U'=asin ( cos (alphaC) sin ( S' ) - sin (alphaC) cos (S') cos (D') )¶V'=asin ( cos (S') sin (D') / cos (U'))¶¶Then latitude lat is found by iteration using U' as the value for lat(j-1) in the first iteration:¶lat(j) = 2*(atan{tO^(-1/B) tan^(1/B).( UÂ’/2 + pi / 4 ).[(1 + e sin ( lat( j-1)) / (1 - e sin ( lat(j-1))]^(e/2)} - pi / 4) ¶¶Then¶lon = lonO - V' / B","For Projected Coordinate Reference System: S-JTSK (Ferro) / Krovak¶¶N.B. Krovak projection uses Ferro as the prime meridian. This has a longitude with reference to Greenwich of 17 deg 40 min West. To apply the formulae the defining longitudes must be corrected to the Greenwich meridian.¶¶Parameters:¶Ellipsoid Bessel 1841 a = 6377397.155m 1/f = 299.15281¶ then e = 0.081696831 e2 = 0.006674372¶¶Latitude of projection centre = 49o 30'00"" N = 0.863937979 rad¶Longitude of Origin = 42°30'00"" East of Ferro¶Longitude of Ferro is 17°40'00"" West of Greenwich¶Longitude of Origin = 24°50'00"" East of Greenwich = 0.433423431 rad¶Latitude of pseudo standard parallel = 78°30'00""N¶Azimuth of centre line = 30°17'17.3031""¶Scale factor on pseudo Standard Parallel (ko) = 0.99990¶Easting at projection centre (Ec) = 0.00 m¶Northing at projection centre (Nc) = 0.00 m¶¶Projection constants:¶B=1.000597498¶A=6380703.611¶gammaO=0.863239103¶tO=1.003419164¶n= 0.979924705¶rO=1298039.005¶¶Forward calculation for: ¶Latitude = 50°12'32.4416""N = 0.876312566 rad¶Longitude = 16°50'59.1790""E = 0.294083999 rad¶¶Gives¶¶U=0.875596949¶V=0.139422687¶S=1.386275049¶D=0.506554623¶theta=0.496385389¶rO=1194731.014¶¶Then Southing X = 1050538.643 m¶ Westing Y = 568990.997 m¶¶Reverse calculation for the same Southing and Westing gives¶¶r' =1194731.014¶theta' =0.496385389¶D'=0.506554623¶S'=1.386275049¶U'=0.875596949¶V'=0.139422687¶lat(iteration 1)=0.876310601 ¶lat(iteration 2)=0.876312560¶lat(iteration3)=0.876312566¶¶Latitude = 0.876312566 rad = 50°12'32.4416""N¶Longitude = 0.294083999 rad = 16°50'59.1790""E",,Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,OGP,2007/12/04,2002.950 2006.180 2007.040,0
+9820,Lambert Azimuthal Equal Area,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶Oblique aspect¶To derive the projected coordinates of a point, geodetic latitude (lat) is converted to authalic latitude (ß). The formulae to convert geodetic latitude and longitude (lat,lon) to Easting and Northing are:¶¶Easting, E = FE + {(B . D) . [cos ß . sin(lon – lonO)]}¶Northing, N = FN + (B / D) . {(cos ßO . sin ß) – [sin ßO . cos ß . cos(lon – lonO)]}¶¶where¶B = Rq . (2 / {1 + sin ßO . sin ß + [cos ßO . cos ß . cos(lon – lonO)]})^0.5¶D = a . [cos latO / (1 – e2 sin2 latO)^0.5] / (Rq . cos ßO)¶Rq = a . (qP / 2)^0.5¶ß = asin (q / qP)¶ßO = asin (qO / qP)¶q = (1 – e^2) . ([sin(lat) / (1 – e^2 sin^2(lat))] – {[1/(2e)] . ln [(1 – e sin(lat)) / (1 + e sin(lat))]})¶qO = (1 – e^2) . ([sin(latO) / (1 – e^2 sin^2(latO))] – {[1/(2e)] . ln [(1 – e sin(latO)) / (1 + e sin(latO))]})¶qP = (1 – e^2) . ([sin(latP) / (1 – e^2 sin^2(latP))] – {[1/(2e)] . ln [(1 – e sin(latP)) / (1 + e sin(latP))]})¶where *P = p/2 radians, thus¶qP = (1 – e^2) . ([1 / (1 – e^2)] – {[1/(2e)] . ln [(1 – e) / (1 + e)]})¶¶The reverse formulas to derive the geodetic latitude and longitude of a point from its Easting and Northing values are:¶¶lat = ß' + [(e^2/3 + 31e^4/180 + 517e^6/5040) . sin 2ß'] + [(23e^4/360 + 251e^6/3780) . sin 4ß'] + [(761e^6/45360) . sin 6ß']¶¶lon = lonO + atan {(E-FE) . sin C / [D. rho . cos ßO . cos C – D^2. (N-FN) . sin ßO . sin C]}¶where¶ß' = asin{(cosC . sin ßO) + [(D . (N-FN) . sinC . cos ßO) / rho]}¶C = 2 . asin(rho / 2 . Rq)¶rho = {[(E-FE)/D]^2 + [D . (N –FN)]^2}^0.5¶¶and D, Rq, and ßO are as in the forward equations.¶¶Polar aspect¶For the polar aspect of the Lambert Azimuthal Equal Area projection, some of the above equations are indeterminate. Instead, for the forward case from latitude and longitude (lat, lon) to Easting (E) and Northing (N):¶¶For the north polar case:¶ Easting, E = FE + [rho sin(lon – lonO)]¶ Northing, N = FN – [rho cos(lon – lonO)]¶where¶rho = a (qP – q)^0.5¶and qP and q are found as for the general case above.¶¶For the south polar case:¶ Easting, E = FE + [rho . sin(lon – lonO)]¶ Northing, N = FN + [rho . cos(lon – lonO)]¶where¶rho = a (qP + q)^0.5¶and qP and q are found as for the general case above.¶¶For the reverse formulas to derive the geodetic latitude and longitude of a point from its Easting and Northing:¶lat = ß' + [(e^2/3 + 31e^4/180 + 517e^6/5040) sin 2ß'] + [(23e^4/360 + 251e^6/3780) sin 4ß'] + [(761e^6/45360) sin 6ß']¶as for the oblique case, but where¶ß' = ±asin [1– rho^2 / (a^2{1– [(1– e^2)/2e)) ln[(1-e)/(1+ e)]})], taking the sign of latO¶and rho = {[(E –FE)]^2 + [(N – FN)]^2}^0.5¶Then¶lon = lonO + atan [(E –FE)] / (N –FN)] for the south pole case¶and¶lon = lonO + atan [(E –FE)] / – (N –FN)] for the north pole case.","For Projected Coordinate Reference System: ETRS89 / ETRS-LAEA¶¶Parameters:¶Ellipsoid:GRS 1980 a = 6378137.0 metres 1/f = 298.2572221¶then e = 0.081819191¶¶Latitude of natural origin (latO): 52°00'00.000""N = 0.907571211 rad¶Longitude of natural origin (lonO): 10°00'00.000""E = 0.174532925 rad¶False easting (FE): 4321000.00 metres¶False northing (FN) 3210000.00 metres¶¶Forward calculation for: ¶Latitude (lat) = 50°00'00.000""N = 0.872664626 rad¶Longitude(lon) = 5°00'00.000""E = 0.087266463 rad¶¶First gives¶qP = 1.995531087¶qO = 1.569825704¶q = 1.525832247¶Rq = 6371007.181¶betaO = 0.905397517¶beta = 0.870458708¶D = 1.000425395¶B = 6374393.455¶¶whence ¶E = 3962799.45 m¶N = 2999718.85 m¶¶Reverse calculation for the same Easting and Northing (3962799.45 E, 2999718.85 N) first gives:¶¶rho = 415276.208¶C = 0.065193736¶beta' = 0.870458708¶¶Then Latitude = 50°00'00.000""N¶ Longitude = 5°00'00.000""E",This is the ellipsoidal form of the projection.,"USGS Professional Paper 1395, ""Map Projections - A Working Manual"" by John P. Snyder.",OGP,2007/01/12,2003.350 2004.430 2005.075 2005.290 2006.200 2007.005,0
+9821,Lambert Azimuthal Equal Area (Spherical),1,See information source.,See information source.,This is the spherical form of the projection. See coordinate operation method Lambert Azimuthal Equal Area (code 9820) for ellipsoidal form. Differences of several tens of metres result from comparison of the two methods.,"USGS Professional Paper 1395, ""Map Projections - A Working Manual"" by John P. Snyder.",OGP,2001/06/05,,0
+9822,Albers Equal Area,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶To derive the projected coordinates of a point, geodetic latitude (lat) is converted to authalic latitude (ß). The formulas to convert geodetic latitude and longitude (lat, lon) to Easting (E) and Northing (N) are: ¶Easting (E) = EF + (rho . sin(theta)) ¶Northing (N) = NF + rhoO – (rho . cos(theta))¶¶where¶theta = n . (lon - lonO)¶rho = [a . (C – n.alpha)^0.5] / n¶rhoO = [a . (C – n.alphaO)^0.5] / n¶and¶C = m1^2 + (n . alpha1)¶n = (m1^2 – m2^2) / (alpha2 - alpha1)¶m1 = cos lat1 / (1 – e^2 sin^2(lat1))^0.5¶m2 = cos lat2 / (1 – e^2 sin^2(lat2))^0.5¶alpha = (1 – e^2) . {[sin(lat) / (1 – e^2 sin^2(lat))] – [1/(2e)] . ln [(1 – e sin(lat)) / (1 + e sin(lat))]}¶alphaO = (1 – e^2) . {[sin(latO) / (1 – e^2 sin^2(latO))] – [1/(2e)] . ln [(1 – e sin(latO)) / (1 + e sin(latO))]}¶alpha1 = (1 – e^2) . {[sin(lat1) / (1 – e^2 sin^2(lat1))] – [1/(2e)] . ln [(1 – e sin(lat1)) / (1 + e sin(lat1))]}¶alpha2 = (1 – e^2) . {[sin(lat2) / (1 – e^2 sin^2(lat2))] – [1/(2e)] . ln [(1 – e sin(lat2)) / (1 + e sin(lat2))]}¶¶The reverse formulas to derive the geodetic latitude and longitude of a point from its Easting and Northing values are:¶lat = ß' + (e^2/3 + 31e^4/180 + 517e^6/5040) . sin 2ß'] + [(23e^4/360 + 251e^6/3780) . sin 4ß'] + [(761e^6/45360) . sin 6ß']¶¶lon = lonO + (theta / n)¶where¶ß' = asin(alpha' / {1 – [(1 – e^2) / (2 . e)] . ln [(1 – e) / (1 + e)]¶alpha' = [C – (rho^2 . N^2 / a^2)] / n¶rho = {(E – EF)^2 + [rhoO – (N – NF)]^2 }^0.5¶theta = atan [(E – EF) / [rhoO – (N – NF)]¶and C, n and rhoO are as in the forward equations.",See Information Source.,,"USGS Professional Paper 1395, ""Map Projections - A Working Manual"" by John P. Snyder.",OGP,2007/03/27,2006.200 2007.049,0
+9823,Equidistant Cylindrical (Spherical),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶This method has one of the simplest formulas available. If the latitude of natural origin (latO) is at the equator the method is also known as Plate Carrée. It is not used for rigorous topographic mapping because its distortion characteristics are unsuitable. Formulas are included to distinguish this map projection method from an approach sometimes mistakenly called by the same name and used for simple computer display of geographic coordinates – see Pseudo Plate Carrée (coordinate operation method code 9825).¶¶For the forward calculation:¶¶X = R . (lon - lonO) . cos(latO)¶Y = R . lat¶¶where R = ((a^2 * (1 – e^2)) / (1 – e^2 sin^2 latO)^2)^0.5¶and latO, lonO, lat and lon are expressed in radians.¶¶For the Equidistant Cylindrical method on a sphere (not ellipsoid), e = 0 and R = a.¶¶For the reverse calculation:¶¶lat = Y / R ¶lon = lonO + (X / R cos(latO))¶¶where R is as for the forward method.",See information source.,"See method code 9842 for ellipsoidal development. If the latitude of natural origin is at the equator, also known as Plate Carrée. See also Pseudo Plate Carree, method code 9825.","US Geological Survey Professional Paper 1395; ""Map Projections - A Working Manual""; J. Snyder.",OGP,2008/03/14,2002.920 2008.003,0
+9824,Transverse Mercator Zoned Grid System,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The standard Transverse Mercator formulas (coordinate operation method 9807) are modified as follows:¶¶Zone number, Z, = int((Long + LongI + W) / W) with Long, LongI and W in degrees. ¶where (LongI) is the Initial Longitude of the zoned grid system¶and W is the width of each zone of the zoned grid system.¶If Long < 0, Long = (Long + 360) degrees.¶¶Then,¶ Long0 = [Z * W] – [LongI + (W/2)]¶¶For the forward calculation,¶ Easting, E = Z*10^6 + FE + k0.nu[A + (1 - T + C)A^3/6 + (5 - 18T + T^2 + 72C - 58e'^2)A^5/120]¶ ¶and in the reverse calculation for longitude, ¶ D = (E – [FE + Z*10^6])/(nu1.k0)",(none),If locations fall outwith the fixed zones the general Transverse Mercator method (code 9807) must be used for each zone.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2001/06/05,,0
+9825,Pseudo Plate Carree,1,X = Lon¶Y = Lat¶¶Lat = Y¶Lon = X,(none),"Used only for depiction of graticule (latitude/longitude) coordinates on a computer display. The axes units are decimal degrees and of variable scale. The origin is at Lat = 0, Long = 0. See Equidistant Cylindrical, code 9823, for proper Plate Carrée.","EPSG guidance note #7-2, http://www.epsg.org",OGP,2001/11/06,,0
+9826,Lambert Conic Conformal (West Orientated),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶In older mapping of Denmark and Greenland the Lambert Conic Conformal is used with axes positive north and west. To derive the projected Westing and Northing coordinates of a point with geographical coordinates (Lat, Lon) the formulas are as for the standard Lambert Conic Conformal (1SP) case (coordinate operation method code 9801) except for:¶¶W = FE – r.sin(theta)¶¶In this formula the term FE retains its definition, i.e. in the Lambert Conic Conformal (West Orientated) method it increases the Westing value at the natural origin. In this method it is effectively false westing (FW).¶¶The reverse formulas to derive the latitude and longitude of a point from its Westing and Northing values are as for the standard Lambert Conic Conformal (1SP) case except for:¶¶theta' = arctan[(FE – W)/{r0 – (N – FN)}]¶r' = +/-[(FE – W)^2 + {r0 – (N – FN)}^2]^0.5, taking the sign of n.","See Lambert Conic Conformal (1SP), code 9801, for general methodology.",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/01/16,,0
+9827,Bonne,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The formulas to convert geodetic latitude and longitude (lat, lon) to Easting and Northing are:¶¶E = (rho . sin T) + FE¶N = (a . mO / sin(latO) – rho . cos T) + FN¶¶where¶m = cos(lat) / (1 – e^2sin^2(lat))^0.5¶with lat in radians and mO for latO, the latitude of the origin, derived in the same way.¶¶M = a[(1 – e^2/4 – 3e^4/64 – 5e^6/256 –....)lat – (3e^2/8 + 3e^4/32 + 45e^6/1024+....)sin(2 lat) + (15e^4/256 + 45e^6/1024 +.....)sin(4 lat) – (35e^6/3072 + ....)sin(6 lat) + .....]¶with lat in radians and MO for latO, the latitude of the origin, derived in the same way.¶¶rho = a . mO / sin(latO) + MO – M¶T = a . m (lon – lonO) / rho with lon and lonO in radians¶¶For the reverse calculation:¶X = E – FE¶Y = N – FN¶rho = ± [X^2 + (a . mO / sin(latO) – Y)^2]^0.5 taking the sign of latO¶M = a . mO / sin(latO) + MO – rho¶mu = M / [a (1 – e^2/4 – 3e^4/64 – 5e^6/256 – Â
)]¶e1 = [1 – (1 – e^2)^0.5] / [1 + (1 – e^2)^0.5]¶lat = mu + ((3 e1 / 2) – (27 e1^3 / 32) +.....)sin(2 mu) + ((21 e1^2 / 16) – (55 e1^4 / 32) + ....)sin(4 mu) ¶ + ((151 e1^3 / 96) +.....)sin(6 mu) + ((1097 e1^4 / 512) – ....)sin(8 mu) + ......¶¶m = cos(lat) / (1 – e^2 sin^2(lat))^0.5¶¶If latO is not negative¶lon = lonO + rho {atan[X / (a . mO / sin(latO) – Y)]} / a . m¶but if lonO is negative¶lon = lonO + rho {atan[– X / (Y – a . mO / sin(latO))]} / a . m¶In either case, if lat = ±90°, m = 0 and the equation for lon is indeterminate, so use lon = lonO.",See information source.,,"US Geological Survey Professional Paper 1395, ""Map Projections - A Working Manual"" by John P Snyder.",OGP,2002/07/13,,0
+9828,Bonne (South Orientated),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The formulas to convert geodetic latitude and longitude (lat, lon) to Easting and Northing are:¶¶W = FE – (rho . sin T)¶S = FN – (a . mO / sin(latO) – rho . cos T)¶¶where¶m = cos(lat) / (1 – e^2sin^2(lat))^0.5¶with lat in radians and mO for latO, the latitude of the origin, derived in the same way.¶¶M = a[(1 – e^2/4 – 3e^4/64 – 5e^6/256 –....)lat – (3e^2/8 + 3e^4/32 + 45e^6/1024+....)sin(2 lat) + (15e^4/256 + 45e^6/1024 +.....)sin(4 lat) – (35e^6/3072 + ....)sin(6 lat) + .....]¶with lat in radians and MO for latO, the latitude of the origin, derived in the same way.¶¶rho = a . mO / sin(latO) + MO – M¶T = a . m (lon – lonO) / rho with lon and lonO in radians¶¶For the reverse calculation:¶X = FE – W¶Y = FN – S¶rho = ± [X^2 + (a . mO / sin(latO) – Y)^2]^0.5 taking the sign of latO¶M = a . mO / sin(latO) + MO – rho¶mu = M / [a (1 – e^2/4 – 3e^4/64 – 5e^6/256 – Â
)]¶e1 = [1 – (1 – e^2)^0.5] / [1 + (1 – e^2)^0.5]¶lat = mu + ((3 e1 / 2) – (27 e1^3 / 32) +.....)sin(2 mu) + ((21 e1^2 / 16) – (55 e1^4 / 32) + ....)sin(4 mu) ¶ + ((151 e1^3 / 96) +.....)sin(6 mu) + ((1097 e1^4 / 512) – ....)sin(8 mu) + ......¶¶m = cos(lat) / (1 – e^2 sin^2(lat))^0.5¶¶If latO is not negative¶lon = lonO + rho {atan[X / (a . mO / sin(latO) – Y)]} / a . m¶but if lonO is negative¶lon = lonO + rho {atan[– X / (Y – a . mO / sin(latO))]} / a . m¶In either case, if lat = ±90°, m = 0 and the equation for lon is indeterminate, so use lon = lonO.¶¶In these formulas the terms FE and FN retain their definition, i.e. in the Bonne (South Orientated) method they increase the Westing and Southing value at the natural origin. In this method they are effectively false westing (FW) and false southing (FS) respectively.","See information source of Bonne, code 9827, for general methodology.",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2002/07/13,,0
+9829,Polar Stereographic (variant B),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶First calculate the scale factor at natural origin:¶for the south pole case¶tF = tan (pi/4 + latF/2) / {[(1 + e sin(latF)) / (1 – e sin(latF))]^(e/2)}¶¶but for the north pole case¶tF = tan (pi/4 - latF/2) * {[(1 + e sin(latF)) / (1 – e sin(latF))]^(e/2)}¶¶then for both cases¶mF = cos(latF) / (1 – e^2 sin^2(latF))^0.5¶ko = mF {[(1+e)^(1+e) (1–e)^(1–e)]0.5} / (2 tF)¶¶
+The forward and reverse conversions then follow the formulae for the¶Polar Stereographic (variant A) method:¶¶For the forward conversion from latitude and longitude, for the south pole case¶¶E = FE + rho * sin(lon – lonO)¶N = FN + rho * cos(lon – lonO)¶where¶t = tan(pi/4 + lat/2) / {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}¶rho = 2*a*ko*t / {[(1+e)^(1+e) (1–e)^(1–e)]^0.5}¶¶For the north pole case, ¶rho and E are found as for the south pole case but¶t = tan(pi/4 – lat/2) * {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}¶N = FN – rho * cos(lon – lonO)¶¶
+For the reverse conversion from easting and northing to latitude and longitude,¶lat = chi + (e^2/2 + 5e^4/24 + e^6/12 + 13e^8/360) sin(2 chi) ¶+ (7e^4/48 + 29e^6/240 + 811e^8/11520) sin(4 chi)¶+ (7e^6/120 + 81e^8/1120) sin(6 chi) + (4279e^8/161280) sin(8 chi)¶¶where rho' = [(E-FE)^2 + (N – FN)^2]^0.5¶t' =rho' {[(1+e)^(1+e) * (1– e)^(1-e)]^0.5} / (2 a ko)¶and for the south pole case¶chi = 2 atan(t' ) – pi/2 ¶but for the north pole case¶chi = pi/2 - 2 atan t'¶¶Then for for both north and south cases if E = FE, lon = lonO¶else for the south pole case¶lon = lonO + atan [(E – FE) / (N – FN)]¶and for the north pole case¶lon = lonO + atan [(E – FE) / –(N – FN)] = lonO + atan [(E – FE) / (FN – N)]","For Projected Coordinate Reference System: WGS 84 / Australian Antarctic Polar Stereographic¶¶Parameters:¶Ellipsoid: WGS 84¶a = 6378137.0 metres 1/f = 298.2572236¶then e = 0.081819191¶¶Latitude of standard parallel (latF): 71°00'00.000""S = -1.239183769 rad¶Longitude of origin (lonO): 70°00'00.000""E = 1.221730476 rad¶False easting (FE): 6000000.00 metres¶False northing (FN): 6000000.00 metres¶¶Forward calculation for: ¶Latitude (lat) = 75°00'00.000""S = -1.308996939 rad¶Longitude(lon) = 120°00'00.000""E = 2.094395102 rad¶¶tF = 0.168407325¶mF = 0.326546781¶ko = 0.97276901¶t = 0.132508348¶pho = 1638783.238¶whence¶E = 7255380.79 m¶N = 7053389.56 m¶¶Reverse calculation for the same Easting and Northing (7255380.79 E, 7053389.56 N) first gives:¶tF = 0.168407325 mF = 0.326546781 and ko = 0.97276901¶then rho' = 1638783.236 t' = 0.132508347 chi = -1.3073146¶¶Then Latitude (lat) = 75°00'00.000""S¶ Longitude (lon) = 120°00'00.000""E",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2004/06/22,2004.430,0
+9830,Polar Stereographic (variant C),1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶For the forward conversion from latitude and longitude, for the south pole case¶E = EF + rho * sin (lon – lonO)¶N = NF – rhoF + rho * cos (lon – lonO)¶where¶mF = cos latF / (1 – e^2 sin^2(latF))^0.5¶tF = tan (p/4 + latF/2) / {[(1 + e sin(latF)) / (1 – e sin(latF))]^(e/2)}¶t = tan (p/4 + lat/2) / {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}¶rhoF = a mF¶rho = rhoF * t / tF¶¶For the north pole case, mF, *F, * and E are found as for the south pole case but¶tF = tan (p/4 – latF/2) * {[(1 + e sin(latF)) / (1 – e sin(latF))]^(e/2)}¶t = tan (p/4 – lat/2) * {[(1 + e sin(lat)) / (1 – e sin(lat))]^(e/2)}¶N = NF + rhoF – [rho * cos (lon – lonO)]¶¶
+For the reverse conversion from easting and northing to latitude and longitude,¶lat = chi + (e^2/2 + 5e^4/24 + e^6/12 + 13e^8/360) sin(2 chi) ¶+ (7e^4/48 + 29e^6/240 + 811e^8/11520) sin(4 chi)¶+ (7e^6/120 + 81e^8/1120) sin(6 chi) + (4279e^8/161280) sin(8 chi)¶¶where for the south pole case¶rho' = [(E-EF)^2 + (N – NF + rhoF)^2] ^0.5¶t' = rho' * tF / rhoF¶chi = 2 atan(t' ) – pi/2¶and where mF and tF are as for the forward conversion¶¶For reverse conversion north pole case, mF, tF and rhoF are found as for the north pole case of the forward conversion, and¶rho' = [(E-EF)^2 + (N – NF – rhoF)^2]^0.5¶t' is found as for the south pole case of the reverse conversion = rho' * tF / rhoF¶chi = pi/2 - 2 atan t'¶¶Then for for both north and south pole cases ¶if E = EF, lon = lonO¶else for the south pole case¶lon = lonO + atan [(E – EF) / (N – NF + rhoF)]¶and for the north pole case¶lon = lonO + atan [(E – EF) / –(N – NF – rhoF)] = lonO + atan [(E – EF) / (NF + rhoF – N)]","For Projected Coordinate Reference System: Petrels 1972 / Terre Adelie Polar Stereographic¶¶Parameters:¶Ellipsoid:International 1924¶a = 6378388.0 metres 1/f = 297.0¶then e = 0.081991890¶¶Latitude of false origin (latF): 67°00'00.000""S = -1.169370599 rad¶Longitude of origin (lonO): 140°00'00.000""E = 2.443460953 rad¶Easting at false origin (EF): 300000.00 metres¶Northing at false origin (NF): 200000.00 metres¶¶Forward calculation for: ¶Latitude (lat) = 66°36'18.820""S = -1.162480524 rad¶Longitude (lon) = 140°04'17.040""E = 2.444707118 rad¶¶mF = 0.391848769¶rhoF = 2499363.488¶tF = 0.204717630¶t = 0.208326304¶rho = 2543421.183¶whence¶E = 303169.52 m¶N = 244055.72 m¶¶Reverse calculation for the same Easting and Northing (303169.522 E, 244055.721 N) first gives:¶mF = 0.391848769¶rhoF = 2499363.488¶tF = 0.204717630¶¶then¶rho' = 2543421.183¶t' = 0.208326304¶chi = -1.1600190¶¶Then Latitude (lat) = 66°36'18.820""S¶ Longitude (lon) =140°04'17.040""E",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2003/09/22,,0
+9831,Guam Projection,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶the forward conversion from latitude and longitude is given by: ¶ x = (lon – lonO) cos(lat) / [(1 – e^2 sin^2(lat))^0.5]¶ E = FE + x¶ N = FN + M – MO + ^2 tan(lat) [(1 – e^2 sin^2(lat))^0.5] / (2a)}¶where¶ M = a[(1 – ^2/4 – 3e^4/64 – 5e^6/256 –....)lat – (3e^2/8 + 3e^4/32 + 45e^6/1024+....)sin(2 lat) ¶ + (^4/256 + 45e^6/1024 +.....)sin(4 lat) – (35e^6/3072 + ....)sin(6 lat) + .....]¶with lat in radians and MO for latO, the latitude of the natural origin, derived in the same way.¶¶The reverse conversion from easting and northing to latitude and longitude requires iteration of three equations. The Guam projection uses three iterations, which is satisfactory over the small area of application. First MO for the latitude of the origin latO is derived as for the forward conversion. Then:¶e' = [1 – (1 –^2)^0.5] / [1 + (1 – e^2)^0.5]¶and¶M' = MO + (N – FN) – {(E – FE)^2 tan(latO) [(1 – e^2 sin^2(latO)^0.5] / (2a)}¶mu' = M' / a(1 – e^2/4 – 3e^4/64 – 5e^6/256 –....)¶lat' = mu' + (3e'/2 – 27e'^3/32)sin(2mu') + (21e'^2/16 – 55e'^4/32)sin(4mu') + (151e'^3/96)sin(6mu') ¶+ (1097e'^4/512)sin(8mu')¶¶ M"" = MO + (N – FN) – {(E FE)^2 tan(lat') [(1 – e^2 sin^2(lat'))^0] / (2a)}¶mu"" = M"" / a(1 – e^2/4 – 3e^4/64 – 5e^6/256 –....)¶lat"" = mu"" + (3e'/2 – 27e'^3/32)sin(2mu"") + (21e'^2/16 – 55e'^4/32)sin(4mu"") + (151e'^3/96)sin(6mu"") ¶ (1097 e'^4/512)sin(8mu"")¶¶ M''' = MO + (N – FN) – {(E – F)^2 ta(lat"") [(1 – e^2 sin^2(lat"")^0.5] / (2a)}¶mu''' = M''' / a(1 – e^2/4 – 3e^4/64 – 5e^6/256 –....)¶lat''' = mu''' + (3e'/2 – 27e'^3/32)sin(2mu''') + (21e'^2/16 – 55e'^4/32)sin(4mu''') + (151e'^3/96)sin(6mu''') ¶+ (1097e'^4/512)sin(8mu''')¶Then¶lon = lonO + {(E – FE) . [(1 – e^2 sin^2 lat''')^0.5] / (a cos lat''')}",See information source or EPSG Guidance Note 7.,Simplified form of Oblique Azimuthal Equidistant projection method.,"US Geological Survey Professional Paper 1395; ""Map Projections - A Working Manual""; J. Snyder.",OGP,2004/04/22,,0
+9832,Modified Azimuthal Equidistant,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶First calculate a constant for the projection:¶nu_O = a /(1 – e^2 sin^2(latO))^0.5¶¶Then the forward conversion from latitude and longitude is given by:¶nu = a /(1 – e^2 sin^2(lat))^0.5¶psi = atan [(1 – e^2) tan(lat) + e^2 * nu_O * sin(latO) / (nu * cos(lat))]¶alpha = atan {sin (lon – lonO) / [cos(latO) * tan(psi) – sin(latO) * cos (lon – lonO)]}¶G = e sin(latO) / (1 – e^2)^0.5¶H = e cos(latO) * cos(alpha) / (1 – e^2)^0.5¶Then¶if sin(alpha)) = 0, s = asin (cos(latO) * sin(psi) – sin(latO) * cos(psi)) * SIGN(cos(alpha))¶else s = asin [sin (lon – lonO) * cos(psi) / sin(alpha))¶¶and in either case¶c = nu_O * s {[1 – s^2 * H^2 (1 – H^2) /6] + [(s^3/8)GH(1-2H^2)] + (s^4/120)[H^2(4-7H^2) – 3G^2(1-7H^2)] – [(s^5/48)GH]}¶¶Then¶ E = FE + * sin(alpha)¶ N = FN + * cos(alpha)¶¶For the reverse conversion from easting and northing to latitude and longitude:¶ c' = [(E FE)^2 + (N – FN)^2]^0.5¶alpha' = atan [(E – FE) / (N – FN)]¶ A = e^2 * cos^2(latO) * cos^2(alpha') / (1 – e^2)¶ B 3e^2 * (1-A) * sin(latO) * cos(latO) * cos(alpha') / (1 – e^2)¶ D = c'nu_O¶ J = D – [A (1 + AD^3 / 6] – [B (1 + 3A) D^4 / 24]¶ K = 1 – (* J^2 / 2) – (B *J^3 / 6)¶psi' = asin (sin(latO) cos(J) + cos(latO) sin(J) cos(alpha'))¶¶Then¶lat = atan [(1 – e^2 * K sin(latO) / sin(psi')) * tan(psi') / (1 – e^2)]¶lon = lonO + asin (sin(alpha') * sin(J) / cos(psi'))",See information source or EPSG Guidance Note 7.,Modified form of Oblique Azimuthal Equidistant projection method developed for Polynesian islands. For the distances over which these projections are used (under 800km) this modification introduces no significant error.,"US Geological Survey Professional Paper 1395; ""Map Projections - A Working Manual""; J. Snyder.",OGP,2006/03/31,2006.200,0
+9833,Hyperbolic Cassini-Soldner,1,See information source.,See information source.,,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2006/06/28,,0
+9834,Lambert Cylindrical Equal Area (Spherical),1,See information source.,See information source.,This is the spherical form of the projection. See coordinate operation method Lambert Cylindrical Equal Area (code 9835) for ellipsoidal form. Differences of several tens of metres result from comparison of the two methods.,"USGS Professional Paper 1395, ""Map Projections - A Working Manual"" by John P. Snyder.",OGP,2007/11/01,2007.078,0
+9835,Lambert Cylindrical Equal Area,1,See information source.,See information source.,This is the ellipsoidal form of the projection.,"USGS Professional Paper 1395, ""Map Projections - A Working Manual"" by John P. Snyder.",OGP,2007/11/01,,0
+9836,Geocentric/topocentric conversions,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶First it is necessary to derive ellipsoidal values Po, Lo of the topocentric origin from their geocentric values Xo, Yo, Zo through the reverse formulas given in method 9602.¶¶Then topocentric coordinates [U, V, W] are computed as follows:¶¶U = – (X-Xo) sin Lo + (Y-Yo) cos Lo¶V = – (X–Xo) sin Po cos Lo – (Y–Yo) sin Po sin Lo + (Z–Zo) cos Po¶W = (X–Xo) cos Po cos Lo + (Y–Yo) cos Po sin Lo + (Z–Zo) sin Po ¶¶
+The reverse formulas to calculate geocentric coordinates from topocentric coordinates are:¶¶X = Xo – U sin Lo – V sin Po cos Lo + W cos Po cos Lo¶Y = Yo + U cos Lo – V sin Po sin Lo + W cos Po sin Lo ¶Z = Zo + V cos Po + W sin Po","For Geocentric CRS = WGS 84 (EPSG CRS code 4978)¶and ¶Topocentric origin Xo = 3652 755.3058 m¶Topocentric origin Yo = 319 574.6799 m¶Topocentric origin Zo = 5201 547.3536 m¶¶Ellipsoid parameters: a = 6378137m.0 1/f = 298.2572236¶¶First calculate additional ellipsoid parameters:¶e^2 = 0.006694380¶eta = 0.006739497¶b = 6356752.314¶¶Next, derive Po, Lo from Xo,Yo,Zo by the formulas given in method 9602:¶p = 3666708.2376 ¶q = 0.9583523313 ¶Po = 0.9599310885 rad¶Lo = 0.0872664625 rad¶¶Forward calculation for point with geocentric coordinates:¶X= 3771 793.968¶Y= 140 253.342¶Z= 5124 304.349¶¶gives topocentric coordinates¶U= -189 013.869¶V= -128 642.040¶W= -4 220.171",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2007/11/01,,0
+9837,Geographic/topocentric conversions,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶To convert latitude P, longitude L and ellipsoidal height h into topocentric coordinates U,V,W: ¶¶U = (nu + h) cos P sin (L – Lo)¶V = (nu + h) [sin P cos Po – cos P sin Po cos (L – Lo)] + e^2 (nuO sin Po – nu sin P ) cos Po ¶W = (nu + h) [sin P sin Po + cos P cos Po cos (L – Lo)] + e^2 (nuO sin Po – nu sin P ) sin Po – (nuO – ho)¶¶where Po, Lo and ho are the ellipsoidal coordinates of the topocentric origin¶¶and nu is the radius of curvature in the prime vertical at latitude P = a /(1 – e^2 sin^2 P)^0.5¶nuO is the radius of curvature in the prime vertical at latitude Po = a /(1 – e^2 sin^2 Po)^0.5¶ e is the eccentricity of the ellipsoid here e^2 = (a^2 – b^2)/a^2 = 2f – f^2¶¶
+The reverse formulae to convert topocentric coordinates (U, V, W) into latitude, longitude and ellipsoidal height (P, L, h) first draws on the reverse case of method 9836 to derive geocentric coordinates X, Y, Z and then on the reverse case of method 9602 to derive latitude, longitude and height.","For Geographic 3D CRS = WGS 84 (EPSG CRS code 4979)¶and ¶Topocentric origin latitude Po = 55deg N ¶Topocentric origin longitude Lo = 5 deg E¶Topocentric origin ellipsoidal height ho = 200 metres ¶¶Ellipsoid parameters: = 6378137.0 metres, 1/f = 298.25722236¶¶First calculate additional ellipsoid parameter e^2 and radius of curvature nuO at the topocentric origin:¶e^2=0.006694380¶nuO = 0. 6392510.727¶¶Forward calculation for: ¶Latitude P = 53°48'382""N¶Longitude L = 2°07'468""E¶Height h = 73.0 metres ¶¶nu = 6392088.017¶then ¶U = –189 013.869 m¶V = –128 642.040 m¶W = – 4 220.171 m¶¶Reverse calculation for:¶U = –189 013.869 m¶V = –128 642.040 m¶W = – 4 220.171 m¶¶First calculate additional ellipsoid parameter e^2 and radius of curvature nuO at the topocentric origin:¶e^2 = 0.006694380¶nuO = 6392510.727¶¶then the following intermediate terms:¶¶Xo = 3652755.306¶Yo = 319574.680¶Zo = 5201547.353¶X = 3771793.968¶Y = 140253.342¶Z = 5124304.349¶eta = 0.006739496674¶b = 6356752.314¶p = 3774400.712¶q = .937549875¶P = 0.9391511015 rad¶L = 0.0371676591 rad¶nu = 6392088.017¶¶for a final result of: ¶¶Latitude P = 53°48'33.820""N¶Longitude L = 2°07'46.380""E¶Height h = 73.0 metres",,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2007/11/01,,0
+9838,Vertical Perspective,0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶This general case deals with a viewing point at a finite height hv above the origin. If the viewing point is at infinity, the formulas for the orthographic case (method code 9839) should be used.¶¶The forward equations for the Vertical Perspective to convert geographical 3D coordinates (lat, lon, h) to Easting (E) and Northing (N) begin with the formulas of thje Geographic/topocentric conversions method (code 9836) to convert the geographical coordinates to topocentric coordinates U, V, W. The perspective projection origin is coincident with the topographic origin and has coordinates (latO, lonO, hO).¶¶U = (nu + h) cos P sin (L – Lo)¶V = (nu + h) [sin P cos Po – cos P sin Po cos (L – Lo)] + e^2 (nuO sin Po – nu sin P ) cos Po ¶W = (nu + h) [sin P sin Po + cos P cos Po cos (L – Lo)] + e^2 (nuO sin Po – nu sin P ) sin Po – (nuO – ho)¶¶Then, given the height hv of the perspective viewing point above the origin, the perspective coordinates (E, N) are calculated from topocentric coordinates (U, V, W) as:¶¶E = U * hv / (hv – W)¶N = V * hv / (hv – W)¶¶The reverse calculation from E,N to U,V,W and lat,lon,h is indeterminate.",See EPSG Guidance Note 7-2.,"For a viewing point height approaching or at infinity, see the Vertical Perspective (orthographic case) (method code 9839).","EPSG guidance note #7-2, http://www.epsg.org",OGP,2007/11/01,,0
+9839,Vertical Perspective (Orthographic case),0,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The orthographic vertical perspective is a special case of the vertical perspective with the viewing point (hv) at infinity. Therefore, all projection ""rays"" are parallel to one another and all are perpendicular to the tangent plane. Since the rays are parallel, coordinates in the tangent-plane are the same in any other parallel mapping plane, i.e. are consistent for any value of ho, which therefore becomes irrelevant to the forward formulas.¶¶The orthographic vertical perspective forward conversion from 3D geographic coordinates latitude, longitude and ellipsoidal height (lat, lon, h) to Easting (E) and Northing (N) is given by:¶¶E = U = limit (U hv / (hv – W), hv -> infinity)¶N = V = limit (V hv / (hv – W), hv -> infinity)¶¶where, as in Sections 2.2.3 and 1.3.17.2:¶¶U = (* + h) cos * sin (* – *O)¶V = (* + h) [sin * cos *O – cos * sin *O cos (* – *O)] + e2 (*O sin *O – * sin * ) cos *O ¶¶The reverse calculation from E,N to U,V,W and *,*,h is indeterminate.",See EPSG Guidance Note 7-2.,This is a special case of the general Vertical Perspective (method code 9838) in which the viewing point at infinity.,"EPSG guidance note #7-2, http://www.epsg.org",OGP,2007/11/01,,0
+9840,Orthographic,1,"Note: These formulas have been transcribed from EPSG Guidance Note #7-2. Users are encouraged to use that document rather than the text which follows as reference because limitations in the transcription will be avoided.¶¶The Orthographic Projection forward conversion from 2D geographic coordinates latitude and longitude (lat, lon) and the origin on the ellipsoid (latO, lonO) is given by:¶¶E = FE + nu cos(lat) sin (lon – lonO)¶N = FN + nu [sin(lat) cos(latO) – cos(lat) sin(latO) cos (lon – lonO)] + e^2 (nuO sin(latO) – nu sin(lat)) cos(latO) ¶¶where¶nu is the prime vertical radius of curvature at latitude lat; nu = a /(1 – e^2 sin^2(lat))^0.5,¶nuO is the prime vertical radius of curvature at latitude of origin latO; nuO = a /(1 – e^2 sin^2(latO)^0.5,¶e is the eccentricity of the ellipsoid and e^2 = (a^2 – b^2)/a^2 = 2f – f^2¶a and b are the ellipsoidal semi-major and semi-minor axes,¶1/f is the inverse flattening, and ¶the latitude and longitude of the projection origin are latO and lonO.¶¶These formulas are similar to those for the orthographic case of the vertical perspective (method code 9839) except that, for the Orthographic Projection given here, h = 0 and the term (nu + h) reduces to nu. The projection origin is at the topocentric system origin latO, lonO with false origin coordinates FE and FN. ¶¶For the reverse formulas for latitude and longitude corresponding to a given Easting (E) and Northing (N), iteration is required as the prime vertical radius (nu) is a function of latitude. ¶¶Begin by seeding the iteration with the center of projection (or some better guess): ¶lat = latO¶lon = lonO¶¶Enter the iteration here with the (next) best estimates of lat and lon. Then solve for the radii of curvature in the prime vertical (nu) and meridian (rho):¶nu = a / (1 – e^2 sin^2(lat))^0.5¶rho = a (1 – e^2) / (1 – e^2 sin^2(lat))^1.5¶¶Compute test values of E and N (E' and N') using the forward equations:¶E' = FE + nu cos(lat) sin(lon – lonO)¶N' = FN + nu [sin(lat) cos(latO) – cos(lat) sin(latO) cos(lon – lonO)] + e^2 (nuO sin(latO) – nu sin(lat) ) cos(latO)¶¶Partially differentiate the forward equations to solve for the elements of the Jacobian matrix: ¶J11 = dE/dlat = – rho sin(lat) sin(lon – lonO) ¶J12 = dE/dlon = nu cos(lat) cos(lon – lonO) ¶J21 = dN/dlat = rho [cos(lat) cos(latO) + sin(lat) sin(latO) cos(lon – lonO)]¶J22 = dN/dlon = nu sin(latO) cos(lat) sin (lon – lonO) ¶¶Solve for the determinant of the Jacobian:¶D = J11 J22 – J12 J21¶¶Solve the northerly and easterly differences this iteration: ¶dE = E – E'¶dN= N – N'¶¶Adjust the latitude and longitude for the next iteration by inverting the Jacobian and multiplying by the differences: ¶lat = lat + (J22 dE – J12 dN) / D¶lon = lon + (–J21 dE + J11 dN) / D¶¶Return to the entry point with new estimates of latitude and longitude and iterate until the change in lat and lon is not significant.",See EPSG Guidance Note 7-2.,"If the natural origin of the projection is at the topocentric origin, this is a special case of the Vertical Perspective (orthographic case) (method code 9839) in which the ellipsoid height of all mapped points is zero (h = 0).","EPSG guidance note #7-2, http://www.epsg.org",OGP,2007/11/01,,0
+9841,Mercator (1SP) (Spherical),1,See information source.,See information source.,,"USGS Professional Paper 1395, ""Map Projections - A Working Manual"" by John P. Snyder.",OGP,2008/03/14,,0
+9842,Equidistant Cylindrical,1,See EPSG Guidance Note #7-2.,,"See method code 9823 for spherical development. See also Pseudo Plate Carree, method code 9825.",ESRI,OGP,2008/03/14,,0
+9843,Geographic 2D CRS axis order reversal,1,The axis order reversal operates on coordinates of a point whose order change is described by the following matrix operation:¶¶[Derived CRS 1st coordinate ] = [ 0 1 ] * [Base CRS 1st coordinate ]¶[Derived CRS 2nd coordinate] [ 1 0 ] [Base CRS 2nd coordinate],(none),This is a parameter-less conversion to reverse the order of the axes of a geographic 2D CRS.,OGP,OGP,2008/03/30,,0
+9844,Geographic 3D CRS axis order change,1,The axis order change operates on coordinates of a point whose order change is described by the following matrix operation:¶¶[Derived CRS 1st coordinate] [ 0 1 0 ] [Base CRS 1st coordinate ]¶[Derived CRS 2nd coordinate] = [ 1 0 0 ] * [Base CRS 2nd coordinate]¶[Derived CRS 3rd coordinate] [ 0 0 0 ] [Base CRS 3rd coordinate ],(none),This is a parameter-less conversion to change the order of coordinates of a geographic 3D CRS.,OGP,OGP,2008/03/30,,0
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_parameter.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_parameter.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_parameter.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,176 +1,176 @@
parameter_code,parameter_name,description,information_source,data_source,revision_date,change_id,deprecated
-8601,Latitude offset,The difference between the latitude values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8602,Longitude offset,The difference between the longitude values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8603,Vertical Offset,The difference between the height or depth values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8604,Geoid undulation,"The height of the geoid above a specified ellipsoid. Indicated by symbol N. Usually interpolated within a geoid model.
-N = h - H, where h is the height above the ellipsoid and H is the gravity-related height.",EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8605,X-axis translation,The difference between the X values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8606,Y-axis translation,The difference between the Y values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8607,Z-axis translation,The difference between the Z values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8608,X-axis rotation,"The angular difference between the Y and Z axes directions of target and source coordinate reference systems. This is a rotation about the X axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).",EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8609,Y-axis rotation,"The angular difference between the X and Z axes directions of target and source coordinate reference systems. This is a rotation about theY axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).",EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8610,Z-axis rotation,"The angular difference between the X and Y axes directions of target and source coordinate reference systems. This is a rotation about the Z axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).",EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8611,Scale difference,"The scale difference increased by unity equals the ratio of an the length of an arbitrary distance between two points in target and source coordinate reference systems. This is usually averaged for the intersection area of the two coordinate reference systems.
-
-If a distance of 100 km in the source coordinate reference system translates into a distance of 100.001 km in the target coordinate reference system, the scale difference is 1 ppm (the ratio being 1.000001).",EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8612,Scale factor for source coordinate reference system first axis,"The unit of measure of the source coordinate reference system first axis, expressed in the unit of measure of the target coordinate reference system.",EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8613,Scale factor for source coordinate reference system second axis,"The unit of measure of the source coordinate reference system second axis, expressed in the unit of measure of the target coordinate reference system",EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8614,Rotation angle of source coordinate reference system axes,"Angle (counter-clockwise positive) through which both of the source coordinate reference system axes need to rotated to coincide with the corresponding target coordinate reference system axes.
-
-Alternatively, the bearing (clockwise positive) of the source coordinate reference system Y-axis measured relative to target coordinate reference system north.",EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8615,Rotation angle of source coordinate reference system first axis,Angle (counter-clockwise positive) through which the source coordinate reference system's first axis needs to rotated to coincide with the corresponding axis of the target coordinate reference system.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8616,Rotation angle of source coordinate reference system second axis,Angle (counter-clockwise positive) through which the source coordinate reference system's second axis needs to rotated to coincide with the corresponding axis of the target coordinate reference system.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8617,Ordinate 1 of evaluation point,The value of the first ordinate value of the evaluation point.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8618,Ordinate 2 of evaluation point,The value of the second ordinate of the evaluation point.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8619,Ordinate 1 of evaluation point in source CRS,The value of the first ordinate of the evaluation point expressed in the source coordinate reference system.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8620,Ordinate 2 of evaluation point in source CRS,The value of the second ordinate of the evaluation point expressed in the source coordinate reference system.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8621,Ordinate 1 of evaluation point in target CRS,The value of the first ordinate of the evaluation point expressed in the target coordinate reference system. In the case of an affine transformation the evaluation point is the origin of the source coordinate reference system.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8622,Ordinate 2 of evaluation point in target CRS,The value of the second ordinate of the evaluation point expressed in the target coordinate reference system. In the case of an affine transformation the evaluation point is the origin of the source coordinate reference system.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8623,A0,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8624,A1,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8625,A2,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8626,A3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8627,A4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8628,A5,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8629,A6,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8630,A7,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8631,A8,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8632,Au0v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8633,Au4v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8634,Au3v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8635,Au2v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8636,Au1v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8637,Au0v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8638,B00,Coefficient used only in the Madrid to ED50 polynomial transformation method.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8639,B0,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8640,B1,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8641,B2,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8642,B3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8643,Bu1v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8644,Bu0v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8645,Bu3v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8646,Bu2v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8647,Bu1v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8648,Bu0v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8649,Bu4v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8650,Bu3v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8651,Bu2v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8652,Bu1v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8653,Bu0v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2000-06-23,2003.20,0
-8654,Semi-major axis length difference,The difference between the semi-major axis values of the ellipsoids used in the target and source coordinate reference systems.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8655,Flattening difference,"The difference between the flattening values of the ellipsoids used in the target and source coordinate reference systems.
-
-flattening = 1 / (inverse_flattening).",EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8656,Latitude and longitude difference file,The name of the [path and] file containing latitude and longitude differences.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8657,Latitude difference file,The name of the [path and] file containing latitude differences.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8658,Longitude difference file,The name of the [path and] file containing longitude differences.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8659,Geod. tfm. code for northern boundary,The EPSG code for the geodetic transformation applied at the northern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8660,Geod. tfm. code for southern boundary,The EPSG code for the geodetic transformation applied at the southern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8661,Geod. tfm. name for northern boundary,The EPSG name for the geodetic transformation applied at the northern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8662,Geod. tfm. name for southern boundary,The EPSG name for the geodetic transformation applied at the southern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.,EPSG guidance note number 7.,EPSG,2000-06-23,,0
-8663,Point scale factor,The point scale factor in a selected point of the target coordinate reference system. to be used as representative figure of the scale of the target coordinate reference system in a the area to which a coordinate transformation is defined.,EPSG guidance note number 7 (June 2000 Revision),EPSG,2000-06-29,,0
-8664,Easting and northing difference file,The name of the [path and] file containing easting and northing differences.,Ordnance Survey of Great Britain,EPSG,2000-10-19,,0
-8665,Maritime Province residual file,Coordinate differences at control points,Survey of New Brunswick,EPSG,2000-10-19,,0
-8666,Geoid model file,The name of the [path and] file containing geoid heights.,EPSG,EPSG,2001-06-05,,0
-8667,Ordinate 3 of evaluation point,The value of the third ordinate of the evaluation point.,EPSG guidance note number 7.,EPSG,2001-11-06,,0
-8668,Au5v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8669,Au4v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8670,Au3v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8671,Au2v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8672,Au1v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8673,Au0v5,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8674,Au6v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8675,Au5v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8676,Au4v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8677,Au3v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8678,Au2v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8679,Au1v5,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8680,Au0v6,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8681,Bu5v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8682,Bu4v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8683,Bu3v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8684,Bu2v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8685,Bu1v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8686,Bu0v5,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8687,Bu6v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8688,Bu5v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8689,Bu4v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8690,Bu3v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8691,Bu2v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8692,Bu1v5,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8693,Bu0v6,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2002-09-19,2003.20,0
-8694,Scaling factor for source CRS coord differences,Used in general polynomial transformations to normalise coordinate differences to an acceptable numerical range.,EPSG guidance note number 7.,EPSG,2002-10-11,,0
-8695,Scaling factor for target CRS coord differences,Used in general polynomial transformations to normalise coordinate differences to an acceptable numerical range.,EPSG guidance note number 7.,EPSG,2002-10-11,,0
-8696,Scaling factor for coord differences,Used in reversible polynomial transformations to normalise coordinate differences to an acceptable numerical range. For the reverse transformation the forward target CRS becomes the reverse source CRS and forward source CRS becomes the reverse target CRS.,EPSG guidance note number 7.,EPSG,2002-10-11,,0
-8697,Au5v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8698,Au0v8,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8699,Au9v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8700,Au2v7,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8701,Au1v9,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8702,Au3v9,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8703,Bu7v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8704,Bu6v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8705,Bu4v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8706,Bu8v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8707,Bu7v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8708,Bu2v7,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8709,Bu0v9,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8710,Bu4v6,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8711,Bu9v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8712,Bu8v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8713,Bu5v7,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8714,Bu9v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8715,Bu4v9,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8716,Au1v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8717,Au0v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8718,Au2v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8719,Au1v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8720,Au0v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8721,Au3v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8722,Au2v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8723,Au1v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8724,Bu1v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8725,Bu0v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8726,Bu2v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8727,Geocentric translation file,The name of the [path and] file containing a grid of geocentric translations..,EPSG guidance note number 7.,EPSG,2004-03-15,,0
-8728,Easting offset,The difference between the easting values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,EPSG,2004-04-14,,0
-8729,Northing offset,The difference between the northing values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,EPSG,2004-04-14,,0
-8730,Inclination in latitude,"The value of the inclination parameter in the latitude domain, i.e. in the plane of the meridian, derived at a specified evaluation point.",EPSG guidance note number 7.,EPSG,2004-04-14,,0
-8731,Inclination in longitude,"The value of the inclination parameter in the the longitude domain, i.e. perpendicular to the plane of the meridian, derived at a specified evaluation point.",EPSG guidance note number 7.,EPSG,2004-04-14,,0
-8732,Height difference file,The name of the [path and] file containing vertical offsets.,EPSG,EPSG,2004-04-27,,0
-8733,Bin grid origin I,The value of the I-axis coordinate at the bin grid defininition point. The I-axis is rotated 90 degrees clockwise from the J-axis.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005-08-26,,0
-8734,Bin grid origin J,The value of the J-axis coordinate at the bin grid defininition point.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005-08-26,,0
-8735,Bin grid origin Easting,The value of the map grid Easting at the bin grid defininition point.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005-08-26,,0
-8736,Bin grid origin Northing,The value of the map grid Northing at the bin grid defininition point.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005-08-26,,0
-8737,Scale factor of bin grid,The point scale factor of the map grid coordinate reference system at a point within the bin grid. Generally either the bin grid origin or the centre of the bin grid will be the chosen point.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005-08-26,,0
-8738,Bin width on I-axis,The nominal separation of bin nodes on the bin grid I-axis. (Note: the actual bin node separation is the product of the nominal separation and the scale factor of the bin grid).,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005-08-26,,0
-8739,Bin width on J-axis,The nominal separation of bin nodes on the bin grid J-axis. (Note: the actual bin node separation is the product of the nominal separation and the scale factor of the bin grid).,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005-08-26,,0
-8740,Map grid bearing of bin grid J-axis,The orientation of the bin grid J-axis measured clockwise from map grid north.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005-08-26,,0
-8741,Bin node increment on I-axis,The numerical increment between successive bin nodes on the I-axis.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005-08-26,,0
-8742,Bin node increment on J-axis,The numerical increment between successive bin nodes on the J-axis.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005-08-26,,0
-8801,Latitude of natural origin,"The latitude of the point from which the values of both the geographical coordinates on the ellipsoid and the grid coordinates on the projection are deemed to increment or decrement for computational purposes. Alternatively it may be considered as the latitude of the point which in the absence of application of false coordinates has grid coordinates of (0,0).",EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8802,Longitude of natural origin,"The longitude of the point from which the values of both the geographical coordinates on the ellipsoid and the grid coordinates on the projection are deemed to increment or decrement for computational purposes. Alternatively it may be considered as the longitude of the point which in the absence of application of false coordinates has grid coordinates of (0,0). Sometimes known as ""central meridian (CM)"".",EPSG guidance note number 7.,EPSG,2002-06-22,2002.39,0
-8805,Scale factor at natural origin,"The factor by which the map grid is reduced or enlarged during the projection process, defined by its value at the natural origin.",EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8806,False easting,"Since the natural origin may be at or near the centre of the projection and under normal coordinate circumstances would thus give rise to negative coordinates over parts of the mapped area, this origin is usually given false coordinates which are large enough to avoid this inconvenience. The False Easting, FE, is the value assigned to the abscissa (east or west) axis of the projection grid at the natural origin.",EPSG guidance note number 7.,EPSG,2002-07-31,2002.51,0
-8807,False northing,"Since the natural origin may be at or near the centre of the projection and under normal coordinate circumstances would thus give rise to negative coordinates over parts of the mapped area, this origin is usually given false coordinates which are large enough to avoid this inconvenience. The False Northing, FN, is the value assigned to the ordinate (north or south) axis of the projection grid at the natural origin.",EPSG guidance note number 7.,EPSG,2002-07-31,2002.51,0
-8811,Latitude of projection centre,"For an oblique projection, this is the latitude of the point at which the azimuth of the central line is defined.",EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8812,Longitude of projection centre,"For an oblique projection, this is the longitude of the point at which the azimuth of the central line is defined.",EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8813,Azimuth of initial line,"The azimuthal direction (north zero, east of north being positive) of the great circle which is the centre line of an oblique projection. The azimuth is given at the projection centre.",EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8814,Angle from Rectified to Skew Grid,The angle at the natural origin of an oblique projection through which the natural coordinate reference system is rotated to make the projection north axis parallel with true north.,EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8815,Scale factor on initial line,"The factor by which the map grid is reduced or enlarged during the projection process, defined by its value at the projection center.",EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8816,Easting at projection centre,The easting value assigned to the projection centre.,EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8817,Northing at projection centre,The northing value assigned to the projection centre.,EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8818,Latitude of pseudo standard parallel,"Latitude of the parallel on which the conic or cylindrical projection is based. This latitude is not geographic, but is defined on the conformal sphere AFTER its rotation to obtain the oblique aspect of the projection.",EPSG guidance note number 7,EPSG,2000-03-07,,0
-8819,Scale factor on pseudo standard parallel,"The factor by which the map grid is reduced or enlarged during the projection process, defined by its value at the pseudo-standard parallel.",EPSG guidance note number 7.,EPSG,2000-03-07,,0
-8821,Latitude of false origin,The latitude of the point which is not the natural origin and at which grid coordinate values false easting and false northing are defined.,EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8822,Longitude of false origin,The longitude of the point which is not the natural origin and at which grid coordinate values false easting and false northing are defined.,EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8823,Latitude of 1st standard parallel,"For a conic projection with two standard parallels, this is the latitude of intersection of the cone with the ellipsoid that is nearest the pole. Scale is true along this parallel.",EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8824,Latitude of 2nd standard parallel,"For a conic projection with two standard parallels, this is the latitude of intersection of the cone with the ellipsoid that is furthest from the pole. Scale is true along this parallel.",EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8826,Easting at false origin,The easting value assigned to the false origin.,EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8827,Northing at false origin,The northing value assigned to the false origin.,EPSG guidance note number 7.,EPSG,1999-09-09,,0
-8828,Spherical latitude of origin,The latitude of the point from which the values of both the geographical coordinates on the sphere and the grid coordinates on a spherical projection are deemed to increment or decrement for computational purposes.,EPSG guidance note number 7.,EPSG,2001-06-05,,0
-8829,Spherical longitude of origin,The longitude of the point from which the values of both the geographical coordinates on the sphere and the grid coordinates on a spherical projection are deemed to increment or decrement for computational purposes.,EPSG guidance note number 7.,EPSG,2001-06-05,,0
-8830,Initial longitude,The longitude of the western limit of the first zone of a Transverse Mercator zoned grid system.,EPSG,EPSG,2001-06-05,,0
-8831,Zone width,The longitude width of a zone of a Transverse Mercator zoned grid system.,EPSG,EPSG,2001-06-05,,0
-8832,Latitude of standard parallel,"For polar aspect azimuthal projections, the parallel on which the scale factor is defined to be unity.",EPSG guidance note number 7.,EPSG,2003-09-22,,0
-8833,Longitude of origin,"For polar aspect azimuthal projections, the meridian along which the northing axis increments and also across which parallels of latitude increment towards the north pole.",EPSG guidance note number 7.,EPSG,2003-09-22,,0
+8601,Latitude offset,The difference between the latitude values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8602,Longitude offset,The difference between the longitude values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8603,Vertical Offset,The difference between the height or depth values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8604,Geoid undulation,"The height offset. ""Geoid undulation"" is used loosely in the parameter name. If the offset is between the ellipsoid and the geoid then the offset will be the geoid separation N. When the offset is between the ellipsoid and a realisation of the geoid through a vertical datum then the offsets C will form a height correction surface. A height correction surface differs from a geoid model by small amounts due to the difference between the geoid and the actual datum surface as well as some other assumptions regarding the gravity field.",EPSG guidance note number 7.,OGP,2008/04/11,2008.010,0
+8605,X-axis translation,The difference between the X values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8606,Y-axis translation,The difference between the Y values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8607,Z-axis translation,The difference between the Z values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8608,X-axis rotation,"The angular difference between the Y and Z axes directions of target and source coordinate reference systems. This is a rotation about the X axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).",EPSG guidance note number 7.,OGP,2000/06/23,,0
+8609,Y-axis rotation,"The angular difference between the X and Z axes directions of target and source coordinate reference systems. This is a rotation about theY axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).",EPSG guidance note number 7.,OGP,2000/06/23,,0
+8610,Z-axis rotation,"The angular difference between the X and Y axes directions of target and source coordinate reference systems. This is a rotation about the Z axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).",EPSG guidance note number 7.,OGP,2000/06/23,,0
+8611,Scale difference,"The scale difference increased by unity equals the ratio of an the length of an arbitrary distance between two points in target and source coordinate reference systems. This is usually averaged for the intersection area of the two coordinate reference systems. ¶¶If a distance of 100 km in the source coordinate reference system translates into a distance of 100.001 km in the target coordinate reference system, the scale difference is 1 ppm (the ratio being 1.000001).",EPSG guidance note number 7.,OGP,2000/06/23,,0
+8612,Scale factor for source coordinate reference system first axis,"The unit of measure of the source coordinate reference system first axis, expressed in the unit of measure of the target coordinate reference system.",EPSG guidance note number 7.,OGP,2000/06/23,,0
+8613,Scale factor for source coordinate reference system second axis,"The unit of measure of the source coordinate reference system second axis, expressed in the unit of measure of the target coordinate reference system",EPSG guidance note number 7.,OGP,2000/06/23,,0
+8614,Rotation angle of source coordinate reference system axes,"Angle (counter-clockwise positive) through which both of the source coordinate reference system axes need to rotated to coincide with the corresponding target coordinate reference system axes. ¶¶Alternatively, the bearing (clockwise positive) of the source coordinate reference system Y-axis measured relative to target coordinate reference system north.",EPSG guidance note number 7.,OGP,2000/06/23,,0
+8615,Rotation angle of source coordinate reference system first axis,Angle (counter-clockwise positive) through which the source coordinate reference system's first axis needs to rotated to coincide with the corresponding axis of the target coordinate reference system.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8616,Rotation angle of source coordinate reference system second axis,Angle (counter-clockwise positive) through which the source coordinate reference system's second axis needs to rotated to coincide with the corresponding axis of the target coordinate reference system.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8617,Ordinate 1 of evaluation point,The value of the first ordinate value of the evaluation point.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8618,Ordinate 2 of evaluation point,The value of the second ordinate of the evaluation point.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8619,Ordinate 1 of evaluation point in source CRS,The value of the first ordinate of the evaluation point expressed in the source coordinate reference system.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8620,Ordinate 2 of evaluation point in source CRS,The value of the second ordinate of the evaluation point expressed in the source coordinate reference system.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8621,Ordinate 1 of evaluation point in target CRS,The value of the first ordinate of the evaluation point expressed in the target coordinate reference system. In the case of an affine transformation the evaluation point is the origin of the source coordinate reference system.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8622,Ordinate 2 of evaluation point in target CRS,The value of the second ordinate of the evaluation point expressed in the target coordinate reference system. In the case of an affine transformation the evaluation point is the origin of the source coordinate reference system.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8623,A0,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8624,A1,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8625,A2,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8626,A3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8627,A4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8628,A5,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8629,A6,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8630,A7,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8631,A8,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8632,Au0v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8633,Au4v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8634,Au3v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8635,Au2v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8636,Au1v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8637,Au0v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8638,B00,Coefficient used only in the Madrid to ED50 polynomial transformation method.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8639,B0,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8640,B1,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8641,B2,Coefficient used in affine (general parametric) and polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8642,B3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8643,Bu1v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8644,Bu0v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8645,Bu3v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8646,Bu2v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8647,Bu1v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8648,Bu0v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8649,Bu4v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8650,Bu3v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8651,Bu2v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8652,Bu1v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8653,Bu0v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2000/06/23,2003.200,0
+8654,Semi-major axis length difference,The difference between the semi-major axis values of the ellipsoids used in the target and source coordinate reference systems.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8655,Flattening difference,The difference between the flattening values of the ellipsoids used in the target and source coordinate reference systems. ¶¶flattening = 1 / (inverse_flattening).,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8656,Latitude and longitude difference file,The name of the [path and] file containing latitude and longitude differences.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8657,Latitude difference file,The name of the [path and] file containing latitude differences.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8658,Longitude difference file,The name of the [path and] file containing longitude differences.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8659,Geod. tfm. code for northern boundary,The EPSG code for the geodetic transformation applied at the northern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8660,Geod. tfm. code for southern boundary,The EPSG code for the geodetic transformation applied at the southern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8661,Geod. tfm. name for northern boundary,The EPSG name for the geodetic transformation applied at the northern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8662,Geod. tfm. name for southern boundary,The EPSG name for the geodetic transformation applied at the southern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.,EPSG guidance note number 7.,OGP,2000/06/23,,0
+8663,Point scale factor,The point scale factor in a selected point of the target coordinate reference system. to be used as representative figure of the scale of the target coordinate reference system in a the area to which a coordinate transformation is defined.,EPSG guidance note number 7 (June 2000 Revision),OGP,2000/06/29,,0
+8664,Easting and northing difference file,The name of the [path and] file containing easting and northing differences.,Ordnance Survey of Great Britain,OGP,2000/10/19,,0
+8665,Maritime Province residual file,Coordinate differences at control points,Survey of New Brunswick,OGP,2000/10/19,,0
+8666,Geoid (height correction) model file,"The name of the [path and] file containing height offsets. ""Geoid model"" is used loosely in the parameter name. If the offset is between the ellipsoid and the geoid then the offset will be the geoid separation N. When the offset is between the ellipsoid and a realisation of the geoid through a vertical datum then the offsets C will form a height correction surface. A height correction surface differs from a geoid model by small amounts due to the difference between the geoid and the actual datum surface as well as some other assumptions regarding the gravity field.",OGP,OGP,2008/04/11,2008.010,0
+8667,Ordinate 3 of evaluation point,The value of the third ordinate of the evaluation point.,EPSG guidance note number 7.,OGP,2001/11/06,,0
+8668,Au5v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8669,Au4v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8670,Au3v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8671,Au2v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8672,Au1v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8673,Au0v5,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8674,Au6v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8675,Au5v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8676,Au4v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8677,Au3v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8678,Au2v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8679,Au1v5,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8680,Au0v6,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8681,Bu5v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8682,Bu4v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8683,Bu3v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8684,Bu2v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8685,Bu1v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8686,Bu0v5,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8687,Bu6v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8688,Bu5v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8689,Bu4v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8690,Bu3v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8691,Bu2v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8692,Bu1v5,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8693,Bu0v6,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2002/09/19,2003.200,0
+8694,Scaling factor for source CRS coord differences,Used in general polynomial transformations to normalise coordinate differences to an acceptable numerical range.,EPSG guidance note number 7.,OGP,2002/10/11,,0
+8695,Scaling factor for target CRS coord differences,Used in general polynomial transformations to normalise coordinate differences to an acceptable numerical range.,EPSG guidance note number 7.,OGP,2002/10/11,,0
+8696,Scaling factor for coord differences,Used in reversible polynomial transformations to normalise coordinate differences to an acceptable numerical range. For the reverse transformation the forward target CRS becomes the reverse source CRS and forward source CRS becomes the reverse target CRS.,EPSG guidance note number 7.,OGP,2002/10/11,,0
+8697,Au5v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8698,Au0v8,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8699,Au9v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8700,Au2v7,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8701,Au1v9,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8702,Au3v9,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8703,Bu7v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8704,Bu6v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8705,Bu4v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8706,Bu8v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8707,Bu7v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8708,Bu2v7,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8709,Bu0v9,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8710,Bu4v6,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8711,Bu9v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8712,Bu8v3,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8713,Bu5v7,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8714,Bu9v4,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8715,Bu4v9,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8716,Au1v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8717,Au0v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8718,Au2v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8719,Au1v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8720,Au0v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8721,Au3v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8722,Au2v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8723,Au1v2,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8724,Bu1v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8725,Bu0v1,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8726,Bu2v0,Coefficient used in polynomial transformations.,EPSG guidance note number 7.,OGP,2003/09/22,,0
+8727,Geocentric translation file,The name of the [path and] file containing a grid of geocentric translations..,EPSG guidance note number 7.,OGP,2004/03/15,,0
+8728,Easting offset,The difference between the easting values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,OGP,2004/04/14,,0
+8729,Northing offset,The difference between the northing values of a point in the target and source coordinate reference systems.,EPSG guidance note number 7.,OGP,2004/04/14,,0
+8730,Inclination in latitude,"The value of the inclination parameter in the latitude domain, i.e. in the plane of the meridian, derived at a specified evaluation point.",EPSG guidance note number 7.,OGP,2004/04/14,,0
+8731,Inclination in longitude,"The value of the inclination parameter in the the longitude domain, i.e. perpendicular to the plane of the meridian, derived at a specified evaluation point.",EPSG guidance note number 7.,OGP,2004/04/14,,0
+8732,Vertical offset file,"The name of the [path and] file containing vertical offsets, the differences in gravity-related height.",OGP,OGP,2008/04/11,2008.010,0
+8733,Bin grid origin I,The value of the I-axis coordinate at the bin grid defininition point. The I-axis is rotated 90 degrees clockwise from the J-axis.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005/08/26,,0
+8734,Bin grid origin J,The value of the J-axis coordinate at the bin grid defininition point.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005/08/26,,0
+8735,Bin grid origin Easting,The value of the map grid Easting at the bin grid defininition point.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005/08/26,,0
+8736,Bin grid origin Northing,The value of the map grid Northing at the bin grid defininition point.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005/08/26,,0
+8737,Scale factor of bin grid,The point scale factor of the map grid coordinate reference system at a point within the bin grid. Generally either the bin grid origin or the centre of the bin grid will be the chosen point.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005/08/26,,0
+8738,Bin width on I-axis,The nominal separation of bin nodes on the bin grid I-axis. (Note: the actual bin node separation is the product of the nominal separation and the scale factor of the bin grid).,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005/08/26,,0
+8739,Bin width on J-axis,The nominal separation of bin nodes on the bin grid J-axis. (Note: the actual bin node separation is the product of the nominal separation and the scale factor of the bin grid).,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005/08/26,,0
+8740,Map grid bearing of bin grid J-axis,The orientation of the bin grid J-axis measured clockwise from map grid north.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005/08/26,,0
+8741,Bin node increment on I-axis,The numerical increment between successive bin nodes on the I-axis.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005/08/26,,0
+8742,Bin node increment on J-axis,The numerical increment between successive bin nodes on the J-axis.,"UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.",OGP,2005/08/26,,0
+8801,Latitude of natural origin,"The latitude of the point from which the values of both the geographical coordinates on the ellipsoid and the grid coordinates on the projection are deemed to increment or decrement for computational purposes. Alternatively it may be considered as the latitude of the point which in the absence of application of false coordinates has grid coordinates of (0,0).",EPSG guidance note number 7.,OGP,1999/09/09,,0
+8802,Longitude of natural origin,"The longitude of the point from which the values of both the geographical coordinates on the ellipsoid and the grid coordinates on the projection are deemed to increment or decrement for computational purposes. Alternatively it may be considered as the longitude of the point which in the absence of application of false coordinates has grid coordinates of (0,0). Sometimes known as ""central meridian (CM)"".",EPSG guidance note number 7.,OGP,2002/06/22,2002.390,0
+8805,Scale factor at natural origin,"The factor by which the map grid is reduced or enlarged during the projection process, defined by its value at the natural origin.",EPSG guidance note number 7.,OGP,1999/09/09,,0
+8806,False easting,"Since the natural origin may be at or near the centre of the projection and under normal coordinate circumstances would thus give rise to negative coordinates over parts of the mapped area, this origin is usually given false coordinates which are large enough to avoid this inconvenience. The False Easting, FE, is the value assigned to the abscissa (east or west) axis of the projection grid at the natural origin.",EPSG guidance note number 7.,OGP,2002/07/31,2002.510,0
+8807,False northing,"Since the natural origin may be at or near the centre of the projection and under normal coordinate circumstances would thus give rise to negative coordinates over parts of the mapped area, this origin is usually given false coordinates which are large enough to avoid this inconvenience. The False Northing, FN, is the value assigned to the ordinate (north or south) axis of the projection grid at the natural origin.",EPSG guidance note number 7.,OGP,2002/07/31,2002.510,0
+8811,Latitude of projection centre,"For an oblique projection, this is the latitude of the point at which the azimuth of the central line is defined.",EPSG guidance note number 7.,OGP,1999/09/09,,0
+8812,Longitude of projection centre,"For an oblique projection, this is the longitude of the point at which the azimuth of the central line is defined.",EPSG guidance note number 7.,OGP,1999/09/09,,0
+8813,Azimuth of initial line,"The azimuthal direction (north zero, east of north being positive) of the great circle which is the centre line of an oblique projection. The azimuth is given at the projection centre.",EPSG guidance note number 7.,OGP,1999/09/09,,0
+8814,Angle from Rectified to Skew Grid,The angle at the natural origin of an oblique projection through which the natural coordinate reference system is rotated to make the projection north axis parallel with true north.,EPSG guidance note number 7.,OGP,1999/09/09,,0
+8815,Scale factor on initial line,"The factor by which the map grid is reduced or enlarged during the projection process, defined by its value at the projection center.",EPSG guidance note number 7.,OGP,1999/09/09,,0
+8816,Easting at projection centre,The easting value assigned to the projection centre.,EPSG guidance note number 7.,OGP,1999/09/09,,0
+8817,Northing at projection centre,The northing value assigned to the projection centre.,EPSG guidance note number 7.,OGP,1999/09/09,,0
+8818,Latitude of pseudo standard parallel,"Latitude of the parallel on which the conic or cylindrical projection is based. This latitude is not geographic, but is defined on the conformal sphere AFTER its rotation to obtain the oblique aspect of the projection.",EPSG guidance note number 7,OGP,2000/03/07,,0
+8819,Scale factor on pseudo standard parallel,"The factor by which the map grid is reduced or enlarged during the projection process, defined by its value at the pseudo-standard parallel.",EPSG guidance note number 7.,OGP,2000/03/07,,0
+8821,Latitude of false origin,The latitude of the point which is not the natural origin and at which grid coordinate values false easting and false northing are defined.,EPSG guidance note number 7.,OGP,1999/09/09,,0
+8822,Longitude of false origin,The longitude of the point which is not the natural origin and at which grid coordinate values false easting and false northing are defined.,EPSG guidance note number 7.,OGP,1999/09/09,,0
+8823,Latitude of 1st standard parallel,"For a conic projection with two standard parallels, this is the latitude of intersection of the cone with the ellipsoid that is nearest the pole. Scale is true along this parallel.",EPSG guidance note number 7.,OGP,1999/09/09,,0
+8824,Latitude of 2nd standard parallel,"For a conic projection with two standard parallels, this is the latitude of intersection of the cone with the ellipsoid that is furthest from the pole. Scale is true along this parallel.",EPSG guidance note number 7.,OGP,1999/09/09,,0
+8826,Easting at false origin,The easting value assigned to the false origin.,EPSG guidance note number 7.,OGP,1999/09/09,,0
+8827,Northing at false origin,The northing value assigned to the false origin.,EPSG guidance note number 7.,OGP,1999/09/09,,0
+8828,Spherical latitude of origin,The latitude of the point from which the values of both the geographical coordinates on the sphere and the grid coordinates on a spherical projection are deemed to increment or decrement for computational purposes.,EPSG guidance note number 7.,OGP,2001/06/05,,0
+8829,Spherical longitude of origin,The longitude of the point from which the values of both the geographical coordinates on the sphere and the grid coordinates on a spherical projection are deemed to increment or decrement for computational purposes.,EPSG guidance note number 7.,OGP,2001/06/05,,0
+8830,Initial longitude,The longitude of the western limit of the first zone of a Transverse Mercator zoned grid system.,OGP,OGP,2001/06/05,,0
+8831,Zone width,The longitude width of a zone of a Transverse Mercator zoned grid system.,OGP,OGP,2001/06/05,,0
+8832,Latitude of standard parallel,"For polar aspect azimuthal projections, the parallel on which the scale factor is defined to be unity.",EPSG guidance note number 7.,OGP,2003/09/22,,0
+8833,Longitude of origin,"For polar aspect azimuthal projections, the meridian along which the northing axis increments and also across which parallels of latitude increment towards the north pole.",EPSG guidance note number 7.,OGP,2003/09/22,,0
+8834,Latitude of topocentric origin,"For topocentric CSs, the latitude of the topocentric origin.",EPSG guidance note number 7.,OGP,2007/11/01,,0
+8835,Longitude of topocentric origin,"For topocentric CSs, the longitude of the topocentric origin.",EPSG guidance note number 7.,OGP,2007/11/01,,0
+8836,Ellipsoidal height of topocentric origin,"For topocentric CSs, the ellipsoidal height of the topocentric origin.",EPSG guidance note number 7.,OGP,2007/11/01,,0
+8837,Geocentric X of topocentric origin,"For topocentric CSs, the geocentric Cartesian X coordinate of the topocentric origin.",EPSG guidance note number 7.,OGP,2007/11/01,,0
+8838,Geocentric Y of topocentric origin,"For topocentric CSs, the geocentric Cartesian Y coordinate of the topocentric origin.",EPSG guidance note number 7.,OGP,2007/11/01,,0
+8839,Geocentric Z of topocentric origin,"For topocentric CSs, the geocentric Cartesian Z coordinate of the topocentric origin.",EPSG guidance note number 7.,OGP,2007/11/01,,0
+8840,Viewpoint height,"For vertical perspective projections, the height of viewpoint above the topocentric origin.",EPSG guidance note number 7.,OGP,2007/11/01,,0
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_parameter_value.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_parameter_value.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_operation_parameter_value.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,36 +1,43 @@
coord_op_code,coord_op_method_code,parameter_code,parameter_value,param_value_file_ref,uom_code
+1024,9607,8605,601.705,,9001
+1024,9607,8606,84.263,,9001
+1024,9607,8607,485.227,,9001
+1024,9607,8608,-4.7354,,9104
+1024,9607,8609,-1.3145,,9104
+1024,9607,8610,-5.393,,9104
+1024,9607,8611,-2.3887,,9202
1025,9630,8617,55,,9102
+1025,9630,8618,0,,9102
1025,9630,8623,-5.56098e-06,,9203
+1025,9630,8624,-1.55391e-06,,9203
+1025,9630,8625,-4.0262e-07,,9203
+1025,9630,8626,-5.09693e-07,,9203
1025,9630,8627,-8.19775e-07,,9203
+1025,9630,8628,-2.47592e-07,,9203
+1025,9630,8629,1.36682e-07,,9203
+1025,9630,8630,1.86198e-07,,9203
+1025,9630,8631,1.2335e-07,,9203
+1025,9630,8632,5.68797e-08,,9203
+1025,9630,8633,-2.32217e-09,,9203
+1025,9630,8634,-7.69931e-09,,9203
1025,9630,8635,-7.86953e-09,,9203
-1025,9630,8652,4.15937e-08,,9203
-1025,9630,8653,7.62236e-09,,9203
1025,9630,8636,-6.12216e-09,,9203
-1025,9630,8628,-2.47592e-07,,9203
1025,9630,8637,-4.01382e-09,,9203
1025,9630,8639,1.48944e-05,,9203
-1025,9630,8624,-1.55391e-06,,9203
-1025,9630,8629,1.36682e-07,,9203
1025,9630,8640,2.68191e-06,,9203
1025,9630,8641,2.4529e-06,,9203
-1025,9630,8630,1.86198e-07,,9203
1025,9630,8642,2.944e-07,,9203
1025,9630,8643,1.5226e-06,,9203
-1025,9630,8618,0,,9102
-1025,9630,8625,-4.0262e-07,,9203
-1025,9630,8631,1.2335e-07,,9203
1025,9630,8644,9.10592e-07,,9203
1025,9630,8645,-3.82241e-07,,9203
-1025,9630,8632,5.68797e-08,,9203
1025,9630,8646,-8.51732e-07,,9203
1025,9630,8647,-5.66713e-07,,9203
-1025,9630,8626,-5.09693e-07,,9203
-1025,9630,8633,-2.32217e-09,,9203
1025,9630,8648,-1.85188e-07,,9203
1025,9630,8649,2.84312e-08,,9203
-1025,9630,8634,-7.69931e-09,,9203
1025,9630,8650,6.84853e-08,,9203
1025,9630,8651,5.00828e-08,,9203
+1025,9630,8652,4.15937e-08,,9203
+1025,9630,8653,7.62236e-09,,9203
1026,9617,8623,8.4386918,,9203
1026,9617,8624,-0.0972,,9203
1026,9617,8625,-0.03672,,9203
@@ -58,6 +65,9 @@
1028,9617,8640,0.07272,,9203
1028,9617,8641,0.00216,,9203
1028,9617,8642,-1.79e-05,,9203
+1029,9632,8619,155000,,9001
+1029,9632,8620,463000,,9001
+1029,9632,8621,663395.607,,9001
1029,9632,8622,5781194.38,,9001
1029,9632,8624,-51.681,,9203
1029,9632,8625,3290.525,,9203
@@ -67,9 +77,6 @@
1029,9632,8629,0.251,,9203
1029,9632,8630,0.075,,9203
1029,9632,8631,-0.012,,9203
-1029,9632,8619,155000,,9001
-1029,9632,8620,463000,,9001
-1029,9632,8621,663395.607,,9001
1030,9632,8619,663395.607,,9001
1030,9632,8620,5781194.38,,9001
1030,9632,8621,155000,,9001
@@ -116,7 +123,6 @@
1033,9631,8627,-16.9681,,9203
1033,9631,8628,4.0783,,9203
1033,9631,8629,0.2193,,9203
-1034,9631,8629,0.0809,,9203
1034,9631,8619,500000,,9001
1034,9631,8620,5500000,,9001
1034,9631,8621,448933.793,,9001
@@ -126,6 +132,7 @@
1034,9631,8626,0.0864,,9203
1034,9631,8627,11.9065,,9203
1034,9631,8628,-4.0793,,9203
+1034,9631,8629,0.0809,,9203
1035,9621,8611,0,,9202
1035,9621,8614,271.053,,9110
1035,9621,8621,2610200.48,,9001
@@ -233,19 +240,6 @@
1042,9648,8724,-0.341,,9203
1042,9648,8725,-4.68,,9203
1042,9648,8726,1.196,,9203
-1043,9651,8653,7.62236e-09,,9203
-1043,9651,8696,1,,9201
-1043,9651,8716,-1.55391e-06,,9203
-1043,9651,8717,-4.0262e-07,,9203
-1043,9651,8718,-5.09693e-07,,9203
-1043,9651,8719,-8.19775e-07,,9203
-1043,9651,8720,-2.47592e-07,,9203
-1043,9651,8721,1.36682e-07,,9203
-1043,9651,8722,1.86198e-07,,9203
-1043,9651,8723,1.2335e-07,,9203
-1043,9651,8724,2.68191e-06,,9203
-1043,9651,8725,2.4529e-06,,9203
-1043,9651,8726,2.944e-07,,9203
1043,9651,8617,55,,9102
1043,9651,8618,0,,9102
1043,9651,8623,-5.56098e-06,,9203
@@ -266,6 +260,19 @@
1043,9651,8650,6.84853e-08,,9203
1043,9651,8651,5.00828e-08,,9203
1043,9651,8652,4.15937e-08,,9203
+1043,9651,8653,7.62236e-09,,9203
+1043,9651,8696,1,,9201
+1043,9651,8716,-1.55391e-06,,9203
+1043,9651,8717,-4.0262e-07,,9203
+1043,9651,8718,-5.09693e-07,,9203
+1043,9651,8719,-8.19775e-07,,9203
+1043,9651,8720,-2.47592e-07,,9203
+1043,9651,8721,1.36682e-07,,9203
+1043,9651,8722,1.86198e-07,,9203
+1043,9651,8723,1.2335e-07,,9203
+1043,9651,8724,2.68191e-06,,9203
+1043,9651,8725,2.4529e-06,,9203
+1043,9651,8726,2.944e-07,,9203
1044,9653,8619,155000,,9001
1044,9653,8620,463000,,9001
1044,9653,8621,663395.607,,9001
@@ -508,9 +515,9 @@
1074,9606,8609,-4.42,,9104
1074,9606,8610,-11.821,,9104
1074,9606,8611,1,,9202
+1075,9603,8605,-89.05,,9001
1075,9603,8606,-87.03,,9001
1075,9603,8607,-124.56,,9001
-1075,9603,8605,-89.05,,9001
1076,9636,8605,,,
1076,9636,8606,,,
1076,9636,8607,,,
@@ -931,6 +938,13 @@
1193,9603,8605,-168,,9001
1193,9603,8606,-60,,9001
1193,9603,8607,320,,9001
+1194,9607,8605,601.705,,9001
+1194,9607,8606,84.263,,9001
+1194,9607,8607,485.227,,9001
+1194,9607,8608,-4.7354,,9104
+1194,9607,8609,-1.3145,,9104
+1194,9607,8610,-5.393,,9104
+1194,9607,8611,-2.3887,,9202
1195,9603,8605,375,,9001
1195,9603,8606,-111,,9001
1195,9603,8607,431,,9001
@@ -976,6 +990,9 @@
1209,9603,8605,-295,,9001
1209,9603,8606,173,,9001
1209,9603,8607,-371,,9001
+1210,9603,8605,0,,9001
+1210,9603,8606,0,,9001
+1210,9603,8607,0,,9001
1211,9603,8605,164,,9001
1211,9603,8606,138,,9001
1211,9603,8607,-189,,9001
@@ -1021,9 +1038,9 @@
1225,9603,8605,-355,,9001
1225,9603,8606,21,,9001
1225,9603,8607,72,,9001
+1226,9603,8605,616,,9001
1226,9603,8606,97,,9001
1226,9603,8607,-251,,9001
-1226,9603,8605,616,,9001
1227,9603,8605,-189,,9001
1227,9603,8606,-242,,9001
1227,9603,8607,-91,,9001
@@ -2045,9 +2062,9 @@
1558,9603,8606,0,,9001
1558,9603,8607,0,,9001
1559,9615,8656,,wa_0400.gsb,
+1560,9603,8605,-156.5,,9001
1560,9603,8606,-87.2,,9001
1560,9603,8607,285.9,,9001
-1560,9603,8605,-156.5,,9001
1561,9603,8605,-128,,9001
1561,9603,8606,-283,,9001
1561,9603,8607,22,,9001
@@ -3965,6 +3982,31 @@
5435,9657,8618,19.15,,9110
5435,9657,8730,0.02,,9104
5435,9657,8731,0,,9104
+5436,9657,8603,0.133,,9001
+5436,9657,8617,58.42,,9110
+5436,9657,8618,25.52,,9110
+5436,9657,8730,-0.014,,9104
+5436,9657,8731,0.005,,9104
+5437,9657,8603,0.102,,9001
+5437,9657,8617,55.18,,9110
+5437,9657,8618,24.01,,9110
+5437,9657,8730,0,,9104
+5437,9657,8731,0.002,,9104
+5438,9616,8603,28,,9001
+5440,9616,8603,-28,,9001
+5441,9616,8603,28,,9001
+5442,9616,8603,0,,9001
+5443,9616,8603,26.3,,9001
+5445,9616,8603,-26.3,,9001
+5446,9616,8603,26.3,,9001
+5447,9616,8603,0.4,,9001
+5448,9616,8603,-2.7,,9001
+5449,9616,8603,-2.7,,9001
+5450,9616,8603,-0.49,,9001
+5452,9616,8603,-0.037,,9001
+5453,9616,8603,15.55,,9002
+5454,9616,8603,-0.146,,9001
+5455,9616,8603,4.25,,9001
10000,9664,8666,,ggf97a.txt,
10001,9664,8666,,ggf97a.txt,
10002,9664,8666,,ggf97a_corse.txt,
@@ -4092,12 +4134,12 @@
10095,9624,8639,,,
10095,9624,8640,,,
10095,9624,8641,,,
+10096,9624,8623,,,
+10096,9624,8624,,,
10096,9624,8625,,,
10096,9624,8639,,,
10096,9624,8640,,,
10096,9624,8641,,,
-10096,9624,8623,,,
-10096,9624,8624,,,
10097,9624,8623,,,
10097,9624,8624,,,
10097,9624,8625,,,
@@ -4602,6 +4644,16 @@
11832,9807,8805,0.999966667,,9201
11832,9807,8806,900000,,9001
11832,9807,8807,0,,9001
+11833,9807,8801,43.4,,9110
+11833,9807,8802,-68.3,,9110
+11833,9807,8805,0.9999,,9201
+11833,9807,8806,984250,,9003
+11833,9807,8807,0,,9003
+11834,9807,8801,42.5,,9110
+11834,9807,8802,-70.1,,9110
+11834,9807,8805,0.999966667,,9201
+11834,9807,8806,2952750,,9003
+11834,9807,8807,0,,9003
11851,9807,8801,43.5,,9110
11851,9807,8802,-67.523,,9110
11851,9807,8805,0.99998,,9201
@@ -4752,6 +4804,24 @@
12233,9802,8824,43.47,,9110
12233,9802,8826,800000,,9001
12233,9802,8827,100000,,9001
+12234,9802,8821,46.3,,9110
+12234,9802,8822,-93.06,,9110
+12234,9802,8823,48.38,,9110
+12234,9802,8824,47.02,,9110
+12234,9802,8826,2624666.6667,,9003
+12234,9802,8827,328083.3333,,9003
+12235,9802,8821,45,,9110
+12235,9802,8822,-94.15,,9110
+12235,9802,8823,47.03,,9110
+12235,9802,8824,45.37,,9110
+12235,9802,8826,2624666.6667,,9003
+12235,9802,8827,328083.3333,,9003
+12236,9802,8821,43,,9110
+12236,9802,8822,-94,,9110
+12236,9802,8823,45.13,,9110
+12236,9802,8824,43.47,,9110
+12236,9802,8826,2624666.6667,,9003
+12236,9802,8827,328083.3333,,9003
12301,9807,8801,29.4,,9110
12301,9807,8802,-88.5,,9110
12301,9807,8805,0.99996,,9201
@@ -5382,6 +5452,30 @@
14732,9802,8824,37.29,,9110
14732,9802,8826,600000,,9001
14732,9802,8827,0,,9001
+14733,9802,8821,38.3,,9110
+14733,9802,8822,-79.3,,9110
+14733,9802,8823,40.15,,9110
+14733,9802,8824,39,,9110
+14733,9802,8826,1968500,,9001
+14733,9802,8827,0,,9001
+14734,9802,8821,37,,9110
+14734,9802,8822,-81,,9110
+14734,9802,8823,38.53,,9110
+14734,9802,8824,37.29,,9110
+14734,9802,8826,1968500,,9001
+14734,9802,8827,0,,9001
+14735,9802,8821,38.3,,9110
+14735,9802,8822,-79.3,,9110
+14735,9802,8823,40.15,,9110
+14735,9802,8824,39,,9110
+14735,9802,8826,1968500,,9003
+14735,9802,8827,0,,9003
+14736,9802,8821,37,,9110
+14736,9802,8822,-81,,9110
+14736,9802,8823,38.53,,9110
+14736,9802,8824,37.29,,9110
+14736,9802,8826,1968500,,9003
+14736,9802,8827,0,,9003
14801,9802,8821,45.1,,9110
14801,9802,8822,-90,,9110
14801,9802,8823,45.34,,9110
@@ -6239,6 +6333,12 @@
15395,9802,8824,42.5,,9110
15395,9802,8826,1968500,,9003
15395,9802,8827,0,,9003
+15396,9802,8821,39.5,,9110
+15396,9802,8822,-100,,9110
+15396,9802,8823,43,,9110
+15396,9802,8824,40,,9110
+15396,9802,8826,1640416.6667,,9003
+15396,9802,8827,0,,9003
15397,9822,8821,45.568977,,9102
15397,9822,8822,-84.455955,,9102
15397,9822,8823,42.122774,,9102
@@ -6259,6 +6359,12 @@
15400,9831,8802,144.445550254,,9110
15400,9831,8806,50000,,9001
15400,9831,8807,50000,,9001
+15594,9837,8834,55,,9102
+15594,9837,8835,5,,9102
+15594,9837,8836,0,,9001
+15595,9836,8837,3771793.97,,9001
+15595,9836,8838,140253.34,,9001
+15595,9836,8839,5124304.35,,9001
15596,9618,8601,7.94,,9104
15596,9618,8602,-13.97,,9104
15596,9618,8604,26.9,,9001
@@ -6472,24 +6578,24 @@
15666,9618,8601,11.85,,9104
15666,9618,8602,-11.13,,9104
15666,9618,8604,39.9,,9001
+15667,9618,8601,11.9,,9104
15667,9618,8602,-11.47,,9104
-15667,9618,8601,11.9,,9104
15667,9618,8604,36.9,,9001
-15668,9618,8604,33.7,,9001
15668,9618,8601,11.91,,9104
15668,9618,8602,-11.69,,9104
+15668,9618,8604,33.7,,9001
15669,9618,8601,11.65,,9104
15669,9618,8602,-8.59,,9104
15669,9618,8604,29.7,,9001
15670,9618,8601,11.68,,9104
15670,9618,8602,-8.8,,9104
15670,9618,8604,30.5,,9001
+15671,9618,8601,11.73,,9104
15671,9618,8602,-9.04,,9104
-15671,9618,8601,11.73,,9104
15671,9618,8604,30.9,,9001
-15672,9618,8604,35.1,,9001
15672,9618,8601,11.72,,9104
15672,9618,8602,-9.48,,9104
+15672,9618,8604,35.1,,9001
15673,9618,8601,11.81,,9104
15673,9618,8602,9.74,,9104
15673,9618,8604,35.8,,9001
@@ -6499,17 +6605,17 @@
15675,9618,8601,11.91,,9104
15675,9618,8602,-10.35,,9104
15675,9618,8604,37.9,,9001
-15676,9618,8604,39.3,,9001
15676,9618,8601,11.9,,9104
15676,9618,8602,-10.7,,9104
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15781,9661,8666,,DIRACC.DMA,
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15785,9615,8656,,National 84 (02.07.01).gsb,
15786,9615,8656,,A66 National (13.09.01).gsb,
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15954,9615,8656,,BETA2007.gsb,
15955,9615,8656,,BETA2007.gsb,
15956,9633,8664,,OSTN02_OSGM02_GB.txt,
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+19942,9807,8807,0,,9001
19943,9807,8801,13.1035,,9110
19943,9807,8802,-59.3335,,9110
+19943,9807,8805,0.9999986,,9201
19943,9807,8806,30000,,9001
19943,9807,8807,75000,,9001
+19944,9802,8821,44,,9110
19944,9802,8822,-68.3,,9110
-19944,9802,8826,0,,9001
-19944,9802,8821,44,,9110
19944,9802,8823,60,,9110
19944,9802,8824,46,,9110
+19944,9802,8826,0,,9001
19944,9802,8827,0,,9001
+19945,9809,8801,46.3,,9110
+19945,9809,8802,-66.3,,9110
19945,9809,8805,0.999912,,9201
-19945,9809,8802,-66.3,,9110
+19945,9809,8806,300000,,9001
19945,9809,8807,800000,,9001
-19945,9809,8801,46.3,,9110
-19945,9809,8806,300000,,9001
+19946,9809,8801,46.3,,9110
19946,9809,8802,-66.3,,9110
+19946,9809,8805,0.999912,,9201
19946,9809,8806,2500000,,9001
-19946,9809,8801,46.3,,9110
-19946,9809,8805,0.999912,,9201
19946,9809,8807,7500000,,9001
-19947,9802,8827,400000,,9001
19947,9802,8821,47.3,,9110
+19947,9802,8822,13.2,,9110
+19947,9802,8823,49,,9110
19947,9802,8824,46,,9110
19947,9802,8826,400000,,9001
-19947,9802,8823,49,,9110
-19947,9802,8822,13.2,,9110
-19948,9801,8807,300000,,9001
+19947,9802,8827,400000,,9001
19948,9801,8801,34.39,,9110
+19948,9801,8802,37.21,,9110
+19948,9801,8805,0.9996256,,9201
19948,9801,8806,300000,,9001
-19948,9801,8805,0.9996256,,9201
-19948,9801,8802,37.21,,9110
+19948,9801,8807,300000,,9001
+19949,9809,8801,38,,9105
19949,9809,8802,43.5,,9105
+19949,9809,8805,0.9995341,,9201
19949,9809,8806,0,,9001
-19949,9809,8801,38,,9105
-19949,9809,8805,0.9995341,,9201
19949,9809,8807,0,,9001
+19950,9815,8811,46.570866,,9110
19950,9815,8812,7.26225,,9110
19950,9815,8813,90,,9110
-19950,9815,8811,46.570866,,9110
+19950,9815,8814,90,,9110
19950,9815,8815,1,,9201
+19950,9815,8816,2600000,,9001
19950,9815,8817,1200000,,9001
-19950,9815,8814,90,,9110
-19950,9815,8816,2600000,,9001
-19951,9815,8816,658377.437,,9001
-19951,9815,8815,0.999895934,,9201
-19951,9815,8817,3044969.194,,9001
-19951,9815,8813,0.34179803,,9110
19951,9815,8811,27.31077837,,9110
19951,9815,8812,52.3612741,,9110
+19951,9815,8813,0.34179803,,9110
19951,9815,8814,0.34179803,,9110
+19951,9815,8815,0.999895934,,9201
+19951,9815,8816,658377.437,,9001
+19951,9815,8817,3044969.194,,9001
+19952,9819,8806,0,,9001
+19952,9819,8807,0,,9001
+19952,9819,8811,49.3,,9110
+19952,9819,8813,30.1717303,,9110
+19952,9819,8818,78.3,,9110
19952,9819,8819,0.9999,,9201
-19952,9819,8812,42.3,,9110
-19952,9819,8816,0,,9001
-19952,9819,8817,0,,9001
-19952,9819,8818,78.3,,9110
-19952,9819,8813,30.1717303,,9110
-19952,9819,8811,49.3,,9110
-19953,9806,8807,100000,,9001
+19952,9819,8833,42.3,,9110
19953,9806,8801,25.22565,,9110
+19953,9806,8802,50.4541,,9110
19953,9806,8806,100000,,9001
-19953,9806,8802,50.4541,,9110
+19953,9806,8807,100000,,9001
+19954,9807,8801,0,,9110
19954,9807,8802,-55.41,,9110
-19954,9807,8801,0,,9110
+19954,9807,8805,0.9996,,9201
19954,9807,8806,500000,,9001
19954,9807,8807,0,,9001
-19954,9807,8805,0.9996,,9201
19955,9807,8801,0,,9110
19955,9807,8802,-55.41,,9110
19955,9807,8805,0.9999,,9201
19955,9807,8806,500000,,9001
19955,9807,8807,0,,9001
+19956,9815,8811,4,,9110
+19956,9815,8812,115,,9110
+19956,9815,8813,53.18569537,,9110
19956,9815,8814,53.07483685,,9110
19956,9815,8815,0.99984,,9201
+19956,9815,8816,29352.4763,,9042
19956,9815,8817,22014.3572,,9042
-19956,9815,8811,4,,9110
-19956,9815,8816,29352.4763,,9042
-19956,9815,8812,115,,9110
-19956,9815,8813,53.18569537,,9110
+19957,9815,8811,4,,9110
19957,9815,8812,115,,9110
+19957,9815,8813,53.18569537,,9110
+19957,9815,8814,53.07483685,,9110
19957,9815,8815,0.99984,,9201
-19957,9815,8814,53.07483685,,9110
-19957,9815,8813,53.18569537,,9110
19957,9815,8816,1937263.44,,9041
-19957,9815,8811,4,,9110
19957,9815,8817,1452947.58,,9041
19958,9815,8811,4,,9110
+19958,9815,8812,115,,9110
19958,9815,8813,53.18569537,,9110
-19958,9815,8817,442857.65,,9001
-19958,9815,8812,115,,9110
19958,9815,8814,53.07483685,,9110
19958,9815,8815,0.99984,,9201
19958,9815,8816,590476.87,,9001
+19958,9815,8817,442857.65,,9001
+19959,9807,8801,4.4,,9110
+19959,9807,8802,-1,,9110
+19959,9807,8805,0.99975,,9201
19959,9807,8806,900000,,9094
19959,9807,8807,0,,9094
-19959,9807,8801,4.4,,9110
-19959,9807,8805,0.99975,,9201
-19959,9807,8802,-1,,9110
-19960,9809,8807,800000,,9001
19960,9809,8801,47.15,,9110
19960,9809,8802,-63,,9110
19960,9809,8805,0.999912,,9201
19960,9809,8806,400000,,9001
+19960,9809,8807,800000,,9001
+19961,9802,8821,90,,9110
19961,9802,8822,4.2202952,,9110
19961,9802,8823,51.100000204,,9110
-19961,9802,8821,90,,9110
19961,9802,8824,49.500000204,,9110
19961,9802,8826,150000.013,,9001
19961,9802,8827,5400088.438,,9001
+19962,9807,8801,53.3,,9110
+19962,9807,8802,-8,,9110
19962,9807,8805,0.99982,,9201
+19962,9807,8806,600000,,9001
19962,9807,8807,750000,,9001
-19962,9807,8801,53.3,,9110
-19962,9807,8806,600000,,9001
-19962,9807,8802,-8,,9110
-19963,9807,8807,0,,9094
+19963,9807,8801,6.4,,9110
19963,9807,8802,-12,,9110
19963,9807,8805,1,,9201
19963,9807,8806,500000,,9094
-19963,9807,8801,6.4,,9110
+19963,9807,8807,0,,9094
+19964,9807,8801,6.4,,9110
19964,9807,8802,-12,,9110
+19964,9807,8805,1,,9201
19964,9807,8806,800000,,9094
-19964,9807,8801,6.4,,9110
19964,9807,8807,600000,,9094
-19964,9807,8805,1,,9201
+19965,9821,8806,0,,9001
+19965,9821,8807,0,,9001
19965,9821,8828,45,,9102
-19965,9821,8806,0,,9001
19965,9821,8829,-100,,9102
-19965,9821,8807,0,,9001
+19966,9807,8801,49.5,,9110
+19966,9807,8802,6.1,,9110
+19966,9807,8805,1,,9201
+19966,9807,8806,80000,,9001
19966,9807,8807,100000,,9001
-19966,9807,8806,80000,,9001
-19966,9807,8805,1,,9201
-19966,9807,8802,6.1,,9110
-19966,9807,8801,49.5,,9110
-19967,9807,8807,0,,9001
+19967,9807,8801,0,,9110
19967,9807,8802,15,,9110
+19967,9807,8805,0.9999,,9201
19967,9807,8806,500000,,9001
-19967,9807,8801,0,,9110
-19967,9807,8805,0.9999,,9201
+19967,9807,8807,0,,9001
19968,9823,8801,0,,9102
19968,9823,8802,0,,9102
+19968,9823,8806,0,,9001
+19968,9823,8807,0,,9001
+19969,9807,8801,39.4,,9110
19969,9807,8802,1,,9110
19969,9807,8805,1,,9201
+19969,9807,8806,0,,9001
19969,9807,8807,0,,9001
-19969,9807,8806,0,,9001
-19969,9807,8801,39.4,,9110
-19971,9807,8807,10000000,,9001
+19971,9807,8801,0,,9102
+19971,9807,8802,173,,9102
19971,9807,8805,0.9996,,9201
19971,9807,8806,1600000,,9001
-19971,9807,8801,0,,9102
-19971,9807,8802,173,,9102
-19972,9807,8807,250000,,9001
+19971,9807,8807,10000000,,9001
+19972,9807,8801,53.3,,9110
+19972,9807,8802,-8,,9110
19972,9807,8805,1.000035,,9201
-19972,9807,8802,-8,,9110
19972,9807,8806,200000,,9001
-19972,9807,8801,53.3,,9110
-19973,9807,8807,250000,,9001
+19972,9807,8807,250000,,9001
+19973,9807,8801,53.3,,9110
19973,9807,8802,-8,,9110
-19973,9807,8801,53.3,,9110
19973,9807,8805,1,,9201
19973,9807,8806,200000,,9001
-19974,9807,8806,180.598,,9001
+19973,9807,8807,250000,,9001
+19974,9807,8801,39.4,,9110
19974,9807,8802,-8.0754862,,9110
-19974,9807,8801,39.4,,9110
19974,9807,8805,1,,9201
+19974,9807,8806,180.598,,9001
19974,9807,8807,-86.99,,9001
+19975,9806,8801,10.263,,9110
19975,9806,8802,-61.2,,9110
-19975,9806,8801,10.263,,9110
19975,9806,8806,283800,,9005
19975,9806,8807,214500,,9005
19976,9802,8821,6,,9102
+19976,9802,8822,-66,,9102
+19976,9802,8823,9,,9102
+19976,9802,8824,3,,9102
19976,9802,8826,1000000,,9001
-19976,9802,8824,3,,9102
-19976,9802,8822,-66,,9102
19976,9802,8827,1000000,,9001
-19976,9802,8823,9,,9102
19977,9802,8821,25.0522236,,9110
19977,9802,8822,48,,9102
+19977,9802,8823,17,,9102
+19977,9802,8824,33,,9102
19977,9802,8826,0,,9001
-19977,9802,8824,33,,9102
-19977,9802,8823,17,,9102
19977,9802,8827,0,,9001
+19978,9807,8801,22.184368,,9110
+19978,9807,8802,114.10428,,9110
+19978,9807,8805,1,,9201
19978,9807,8806,836694.05,,9001
19978,9807,8807,819069.8,,9001
-19978,9807,8801,22.184368,,9110
-19978,9807,8805,1,,9201
-19978,9807,8802,114.10428,,9110
19979,9828,8801,39.4,,9110
+19979,9828,8802,1,,9110
19979,9828,8806,0,,9001
19979,9828,8807,0,,9001
-19979,9828,8802,1,,9110
-19981,9802,8824,-22.2,,9110
+19981,9802,8821,-21.3,,9110
19981,9802,8822,166,,9110
-19981,9802,8827,300000,,9001
-19981,9802,8821,-21.3,,9110
19981,9802,8823,-20.4,,9110
+19981,9802,8824,-22.2,,9110
19981,9802,8826,400000,,9001
+19981,9802,8827,300000,,9001
+19982,9807,8801,-21.07,,9110
19982,9807,8802,55.32,,9110
19982,9807,8805,1,,9201
19982,9807,8806,50000,,9001
19982,9807,8807,160000,,9001
-19982,9807,8801,-21.07,,9110
+19983,9830,8826,300000,,9001
19983,9830,8827,200000,,9001
-19983,9830,8826,300000,,9001
+19983,9830,8832,-67,,9102
19983,9830,8833,140,,9102
-19983,9830,8832,-67,,9102
-19984,9822,8824,58.3,,9110
19984,9822,8821,45,,9102
-19984,9822,8827,0,,9001
19984,9822,8822,-126,,9102
+19984,9822,8823,50,,9110
+19984,9822,8824,58.3,,9110
19984,9822,8826,1000000,,9001
-19984,9822,8823,50,,9110
-19985,9802,8827,2800000,,9001
-19985,9802,8826,4000000,,9001
+19984,9822,8827,0,,9001
+19985,9802,8821,52,,9102
19985,9802,8822,10,,9102
-19985,9802,8821,52,,9102
19985,9802,8823,35,,9102
19985,9802,8824,65,,9102
+19985,9802,8826,4000000,,9001
+19985,9802,8827,2800000,,9001
+19986,9820,8801,52,,9102
19986,9820,8802,10,,9102
-19986,9820,8801,52,,9102
+19986,9820,8806,4321000,,9001
19986,9820,8807,3210000,,9001
-19986,9820,8806,4321000,,9001
-19987,9826,8807,0,,9001
19987,9826,8801,65,,9110
19987,9826,8802,-19.011965,,9110
+19987,9826,8805,1,,9201
19987,9826,8806,0,,9001
-19987,9826,8805,1,,9201
+19987,9826,8807,0,,9001
+19988,9826,8801,65,,9102
19988,9826,8802,-18,,9102
19988,9826,8805,1,,9201
-19988,9826,8801,65,,9102
19988,9826,8806,500000,,9001
19988,9826,8807,500000,,9001
-19989,9802,8823,64.15,,9110
-19989,9802,8826,500000,,9001
19989,9802,8821,65,,9110
19989,9802,8822,-19,,9110
+19989,9802,8823,64.15,,9110
19989,9802,8824,65.45,,9110
+19989,9802,8826,500000,,9001
19989,9802,8827,500000,,9001
-19990,9807,8807,-6000000,,9001
+19990,9807,8801,0,,9102
+19990,9807,8802,24,,9102
19990,9807,8805,0.9996,,9201
-19990,9807,8802,24,,9102
-19990,9807,8801,0,,9102
19990,9807,8806,500000,,9001
+19990,9807,8807,-6000000,,9001
+19991,9807,8801,0,,9110
19991,9807,8802,-8.3,,9110
+19991,9807,8805,1,,9201
19991,9807,8806,50000,,9001
19991,9807,8807,-7800000,,9001
-19991,9807,8801,0,,9110
-19991,9807,8805,1,,9201
-19992,9829,8833,0,,9102
+19992,9829,8806,0,,9001
19992,9829,8807,0,,9001
-19992,9829,8806,0,,9001
19992,9829,8832,-71,,9102
+19992,9829,8833,0,,9102
19993,9829,8806,6000000,,9001
19993,9829,8807,6000000,,9001
19993,9829,8832,-71,,9102
19993,9829,8833,70,,9102
+19994,9802,8821,-50,,9110
19994,9802,8822,70,,9110
-19994,9802,8827,6000000,,9001
19994,9802,8823,-68.3,,9110
-19994,9802,8821,-50,,9110
19994,9802,8824,-74.3,,9110
19994,9802,8826,6000000,,9001
-19995,9807,8807,-3000000,,9001
+19994,9802,8827,6000000,,9001
+19995,9807,8801,0,,9102
19995,9807,8802,37,,9102
+19995,9807,8805,0.9998,,9201
19995,9807,8806,500000,,9001
-19995,9807,8801,0,,9102
-19995,9807,8805,0.9998,,9201
+19995,9807,8807,-3000000,,9001
+19996,9806,8801,52.25071338,,9110
+19996,9806,8802,13.37379332,,9110
19996,9806,8806,40000,,9001
19996,9806,8807,10000,,9001
-19996,9806,8802,13.37379332,,9110
-19996,9806,8801,52.25071338,,9110
+19997,9807,8801,0,,9102
+19997,9807,8802,48,,9102
19997,9807,8805,1,,9201
-19997,9807,8801,0,,9102
19997,9807,8806,500000,,9001
19997,9807,8807,0,,9001
-19997,9807,8802,48,,9102
+19998,9807,8801,49.3,,9110
19998,9807,8802,-2.25,,9110
+19998,9807,8805,0.999997,,9201
19998,9807,8806,47000,,9001
-19998,9807,8801,49.3,,9110
19998,9807,8807,50000,,9001
-19998,9807,8805,0.999997,,9201
19999,9807,8801,49.225,,9102
+19999,9807,8802,-2.135,,9102
19999,9807,8805,0.9999999,,9201
-19999,9807,8802,-2.135,,9102
+19999,9807,8806,40000,,9001
19999,9807,8807,70000,,9001
-19999,9807,8806,40000,,9001
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_reference_system.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_reference_system.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_reference_system.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,4230 +1,4320 @@
coord_ref_sys_code,coord_ref_sys_name,area_of_use_code,coord_ref_sys_kind,coord_sys_code,datum_code,source_geogcrs_code,projection_conv_code,cmpd_horizcrs_code,cmpd_vertcrs_code,crs_scope,remarks,information_source,data_source,revision_date,change_id,show_crs,deprecated
-2000,Anguilla 1957 / British West Indies Grid,3214,projected,4400,,4600,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,EPSG,2000-03-07,99.74,1,0
-2001,Antigua 1943 / British West Indies Grid,1273,projected,4400,,4601,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,EPSG,2000-03-07,99.74,1,0
-2002,Dominica 1945 / British West Indies Grid,3239,projected,4400,,4602,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,EPSG,2000-03-07,99.74,1,0
-2003,Grenada 1953 / British West Indies Grid,1551,projected,4400,,4603,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,EPSG,2000-03-07,99.74,1,0
-2004,Montserrat 1958 / British West Indies Grid,3279,projected,4400,,4604,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,EPSG,2000-03-07,99.74,1,0
-2005,St. Kitts 1955 / British West Indies Grid,3297,projected,4400,,4605,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,EPSG,2006-02-03,99.74 2006.06,1,0
-2006,St. Lucia 1955 / British West Indies Grid,3298,projected,4400,,4606,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,EPSG,2006-02-03,99.74 2006.06,1,0
-2007,St. Vincent 45 / British West Indies Grid,3300,projected,4400,,4607,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,EPSG,2006-02-03,99.74 2006.06,1,0
-2008,NAD27(CGQ77) / SCoPQ zone 2,1420,projected,4499,,4609,17700,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,EPSG,2000-03-07,99.74,1,0
-2009,NAD27(CGQ77) / SCoPQ zone 3,1421,projected,4499,,4609,17703,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,EPSG,2000-03-07,99.74,1,0
-2010,NAD27(CGQ77) / SCoPQ zone 4,1422,projected,4499,,4609,17704,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,EPSG,2000-03-07,99.74,1,0
-2011,NAD27(CGQ77) / SCoPQ zone 5,1423,projected,4499,,4609,17705,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,EPSG,2000-03-07,99.74,1,0
-2012,NAD27(CGQ77) / SCoPQ zone 6,1424,projected,4499,,4609,17706,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,EPSG,2000-03-07,99.74,1,0
-2013,NAD27(CGQ77) / SCoPQ zone 7,1425,projected,4499,,4609,17707,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,EPSG,2000-03-07,99.74,1,0
-2014,NAD27(CGQ77) / SCoPQ zone 8,1426,projected,4499,,4609,17708,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,EPSG,2000-03-07,99.74,1,0
-2015,NAD27(CGQ77) / SCoPQ zone 9,1427,projected,4499,,4609,17709,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,EPSG,2000-03-07,99.74,1,0
-2016,NAD27(CGQ77) / SCoPQ zone 10,1428,projected,4499,,4609,17710,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,EPSG,2000-03-07,99.74,1,0
-2017,NAD27(76) / MTM zone 8,1429,projected,4499,,4608,17708,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,2000-03-07,99.74,1,0
-2018,NAD27(76) / MTM zone 9,1430,projected,4499,,4608,17709,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,2000-03-07,99.74,1,0
-2019,NAD27(76) / MTM zone 10,1431,projected,4499,,4608,17710,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,2000-03-07,99.74,1,0
-2020,NAD27(76) / MTM zone 11,1432,projected,4400,,4608,17711,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,2000-03-07,99.74,1,0
-2021,NAD27(76) / MTM zone 12,1433,projected,4400,,4608,17712,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,2000-03-07,99.74,1,0
-2022,NAD27(76) / MTM zone 13,1434,projected,4400,,4608,17713,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,2000-03-07,99.74,1,0
-2023,NAD27(76) / MTM zone 14,1435,projected,4400,,4608,17714,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,2000-03-07,99.74,1,0
-2024,NAD27(76) / MTM zone 15,1436,projected,4400,,4608,17715,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,2000-03-07,99.74,1,0
-2025,NAD27(76) / MTM zone 16,1437,projected,4400,,4608,17716,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,2000-03-07,99.74,1,0
-2026,NAD27(76) / MTM zone 17,1438,projected,4400,,4608,17717,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,2000-03-07,99.74,1,0
-2027,NAD27(76) / UTM zone 15N,1439,projected,4400,,4608,16015,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 15N (code 26715).,,EPSG,2000-03-07,99.74,1,0
-2028,NAD27(76) / UTM zone 16N,1440,projected,4400,,4608,16016,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 16N (code 26716).,,EPSG,2000-03-07,99.74,1,0
-2029,NAD27(76) / UTM zone 17N,1441,projected,4400,,4608,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 17N (code 26717).,,EPSG,2000-03-07,99.74,1,0
-2030,NAD27(76) / UTM zone 18N,1442,projected,4400,,4608,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 18N (code 26718).,,EPSG,2000-03-07,99.74,1,0
-2031,NAD27(CGQ77) / UTM zone 17N,1428,projected,4400,,4609,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 17N (code 26717).,,EPSG,2000-03-07,99.74,1,0
-2032,NAD27(CGQ77) / UTM zone 18N,1443,projected,4400,,4609,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 18N (code 26718).,,EPSG,2000-03-07,99.74,1,0
-2033,NAD27(CGQ77) / UTM zone 19N,1444,projected,4400,,4609,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 19N (code 26719).,,EPSG,2000-03-07,99.74,1,0
-2034,NAD27(CGQ77) / UTM zone 20N,1445,projected,4400,,4609,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 20N (code 26720).,,EPSG,2000-03-07,99.74,1,0
-2035,NAD27(CGQ77) / UTM zone 21N,1446,projected,4400,,4609,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 21N (code 26721).,,EPSG,2000-03-07,99.74,1,0
-2036,NAD83(CSRS98) / New Brunswick Stereo,1447,projected,4500,,4140,19946,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Service New Brunswick Land and Information Standards Manual,EPSG,2000-03-07,99.74 99.90,1,1
-2037,NAD83(CSRS98) / UTM zone 19N,1448,projected,4400,,4140,16019,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Service New Brunswick Land and Information Standards Manual,EPSG,2000-03-07,99.74 99.90,1,1
-2038,NAD83(CSRS98) / UTM zone 20N,1449,projected,4400,,4140,16020,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Service New Brunswick Land and Information Standards Manual,EPSG,2000-03-07,99.74 99.90,1,1
-2039,Israel / Israeli TM Grid,2603,projected,4400,,4141,18204,,,Large and medium scale topographic mapping and engineering survey.,Replaces Israeli CS Grid (EPSG code 28193).,Survey of Israel.,EPSG,2002-06-22,99.74 2002.34,1,0
-2040,Locodjo 1965 / UTM zone 30N,1450,projected,4400,,4142,16030,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Abidjan 87 / UTM 30N (EPSG code 2041).,IGN Paris,EPSG,2000-03-07,99.74,1,0
-2041,Abidjan 1987 / UTM zone 30N,1450,projected,4400,,4143,16030,,,Large and medium scale topographic mapping and engineering survey.,Replaces Locodjo 65 / UTM 30N (EPSG code 2040).,IGN Paris,EPSG,2000-03-07,99.74,1,0
-2042,Locodjo 1965 / UTM zone 29N,1451,projected,4400,,4142,16029,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Abidjan 87 / UTM 29N (EPSG code 2043).,IGN Paris,EPSG,2000-03-07,99.74,1,0
-2043,Abidjan 1987 / UTM zone 29N,1451,projected,4400,,4143,16029,,,Large and medium scale topographic mapping and engineering survey.,Replaces Locodjo 65 / UTM 29N (EPSG code 2042).,IGN Paris,EPSG,2000-03-07,99.74,1,0
-2044,Hanoi 1972 / Gauss-Kruger zone 18,1452,projected,4530,,4147,16218,,,Large and medium scale topographic mapping and engineering survey.,Replaces use of Indian 1960 / UTM zone 48 after 1988. Replaced by VN-2000 / UTM zone 48N (CRS code 3405).,,EPSG,2006-09-13,99.74 2006.74,1,0
-2045,Hanoi 1972 / Gauss-Kruger zone 19,1453,projected,4530,,4147,16219,,,Large and medium scale topographic mapping and engineering survey.,Replaces use of Indian 1960 / UTM zone 49 after 1988. Replaced by VN-2000 / UTM zone 48N (CRS code 3406).,,EPSG,2006-09-13,99.74 2006.84,1,0
-2046,Hartebeesthoek94 / Lo15,1454,projected,6503,,4148,17515,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-03-07,99.74 99.96 99.98 2000.04,1,0
-2047,Hartebeesthoek94 / Lo17,1455,projected,6503,,4148,17517,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-03-07,99.74 99.96 99.98 2000.04,1,0
-2048,Hartebeesthoek94 / Lo19,1456,projected,6503,,4148,17519,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-03-07,99.74 99.96 99.98 2000.04,1,0
-2049,Hartebeesthoek94 / Lo21,1457,projected,6503,,4148,17521,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-03-07,99.74 99.96 99.98 2000.04,1,0
-2050,Hartebeesthoek94 / Lo23,1458,projected,6503,,4148,17523,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-03-07,99.74 99.96 99.98 2000.04,1,0
-2051,Hartebeesthoek94 / Lo25,1459,projected,6503,,4148,17525,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-03-07,99.74 99.96 99.98 2000.04,1,0
-2052,Hartebeesthoek94 / Lo27,1460,projected,6503,,4148,17527,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-03-07,99.74 99.96 99.98 2000.04,1,0
-2053,Hartebeesthoek94 / Lo29,1461,projected,6503,,4148,17529,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-03-07,99.74 99.96 99.98 2000.04,1,0
-2054,Hartebeesthoek94 / Lo31,1462,projected,6503,,4148,17531,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-03-07,99.74 99.96 99.98 2000.04,1,0
-2055,Hartebeesthoek94 / Lo33,1463,projected,6503,,4148,17533,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-03-07,99.74 99.96 99.98 2000.04,1,0
-2056,CH1903+ / LV95,1286,projected,4498,,4150,19950,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces CH1903/LV03 (code 21781).,,EPSG,2005-05-27,99.74 2005.18,1,0
-2057,Rassadiran / Nakhl e Taqi,1338,projected,4400,,4153,19951,,,Engineering survey for terminal site only.,,Total-Fina,EPSG,2000-03-07,99.74,1,0
-2058,ED50(ED77) / UTM zone 38N,1464,projected,4400,,4154,16038,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,99.74,1,0
-2059,ED50(ED77) / UTM zone 39N,1465,projected,4400,,4154,16039,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,99.74,1,0
-2060,ED50(ED77) / UTM zone 40N,1466,projected,4400,,4154,16040,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,99.74,1,0
-2061,ED50(ED77) / UTM zone 41N,1467,projected,4400,,4154,16041,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,99.74,1,0
-2062,Madrid 1870 (Madrid) / Spain,2366,projected,4499,,4903,19921,,,Large and medium scale topographic mapping and engineering survey.,Replaced by ED50 / UTM after 1966.,,EPSG,2000-03-07,99.74,1,0
-2063,Dabola 1981 / UTM zone 28N,1468,projected,4400,,4315,16028,,,Large and medium scale topographic mapping and engineering survey.,Supersedes Conakry 1905 / UTM zone 28 (EPSG code 31528).,,EPSG,1999-12-09,,1,1
-2064,Dabola 1981 / UTM zone 29N,1469,projected,4400,,4315,16029,,,Large and medium scale topographic mapping and engineering survey.,Supersedes Conakry 1905 / UTM zone 29 (EPSG code 31529).,,EPSG,1999-12-09,,1,1
-2065,S-JTSK (Ferro) / Krovak,1306,projected,6501,,4818,19952,,,Large and medium scale topographic mapping and engineering survey.,,Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,EPSG,2000-03-07,,1,0
-2066,Mount Dillon / Tobago Grid,1322,projected,4407,,4157,19924,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,,1,0
-2067,Naparima 1955 / UTM zone 20N,3143,projected,4400,,4158,16020,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,,1,0
-2068,ELD79 / Libya zone 5,1470,projected,4499,,4159,18240,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2069,ELD79 / Libya zone 6,1471,projected,4499,,4159,18241,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2070,ELD79 / Libya zone 7,1472,projected,4499,,4159,18242,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2071,ELD79 / Libya zone 8,1473,projected,4499,,4159,18243,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2072,ELD79 / Libya zone 9,1474,projected,4499,,4159,18244,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2073,ELD79 / Libya zone 10,1475,projected,4499,,4159,18245,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2074,ELD79 / Libya zone 11,1476,projected,4499,,4159,18246,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2075,ELD79 / Libya zone 12,1477,projected,4499,,4159,18247,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2076,ELD79 / Libya zone 13,1478,projected,4499,,4159,18248,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2077,ELD79 / UTM zone 32N,1479,projected,4400,,4159,16032,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2078,ELD79 / UTM zone 33N,1480,projected,4400,,4159,16033,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2079,ELD79 / UTM zone 34N,1481,projected,4400,,4159,16034,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2080,ELD79 / UTM zone 35N,1478,projected,4400,,4159,16035,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,EPSG,2000-03-07,,1,0
-2081,Chos Malal 1914 / Argentina zone 2,1483,projected,4530,,4160,18032,,,Oil exploration.,,Various oil industry records,EPSG,2002-06-22,2002.36,1,0
-2082,Pampa del Castillo / Argentina zone 2,1484,projected,4530,,4161,18032,,,Oil exploration.,,Various oil industry records,EPSG,2002-06-22,2002.36,1,0
-2083,Hito XVIII 1963 / Argentina zone 2,1485,projected,4530,,4254,18032,,,Large and medium scale topographic mapping and engineering survey.,,Total-Fina,EPSG,2002-06-22,2002.36,1,0
-2084,Hito XVIII 1963 / UTM zone 19S,1486,projected,4400,,4254,16119,,,Large and medium scale topographic mapping and engineering survey.,,Total-Fina,EPSG,2000-03-07,,1,0
-2085,NAD27 / Cuba Norte,1487,projected,4532,,4267,18061,,,Large and medium scale topographic mapping and engineering survey.,,Institut Cubano di Hidrografia (ICH),EPSG,2000-03-07,,1,0
-2086,NAD27 / Cuba Sur,1488,projected,4532,,4267,18062,,,Large and medium scale topographic mapping and engineering survey.,,Institut Cubano di Hidrografia (ICH),EPSG,2000-03-07,,1,0
-2087,ELD79 / TM 12 NE,1482,projected,4400,,4159,16412,,,Oil exploration.,,Total-Fina,EPSG,2000-03-07,,1,0
-2088,Carthage / TM 11 NE,1489,projected,4400,,4223,16411,,,Oil exploration by Total.,,Total-Fina,EPSG,2000-03-07,,1,0
-2089,Yemen NGN96 / UTM zone 38N,1490,projected,4400,,4163,16038,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2000-03-07,,1,0
-2090,Yemen NGN96 / UTM zone 39N,1491,projected,4400,,4163,16039,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2000-03-07,,1,0
-2091,South Yemen / Gauss Kruger zone 8,1492,projected,4530,,4164,16208,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2000-03-07,,1,1
-2092,South Yemen / Gauss Kruger zone 9,1493,projected,4530,,4164,16209,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2000-03-07,,1,1
-2093,Hanoi 1972 / GK 106 NE,1494,projected,4530,,4147,16586,,,Used for cadastral and large scale topographic mapping.,,BP Amoco,EPSG,2000-03-07,,1,0
-2094,WGS 72BE / TM 106 NE,1495,projected,4400,,4324,16506,,,Oil exploration by Total for blocks 10 and 11-1.,,Total-Fina,EPSG,2000-03-07,,1,0
-2095,Bissau / UTM zone 28N,3258,projected,4400,,4165,16028,,,Large and medium scale topographic mapping and engineering survey.,,US National Imagery and Mapping Agency TR8350.2.,EPSG,2000-03-07,,1,0
-2096,Korean 1985 / Korea East Belt,1496,projected,4530,,4162,18251,,,Large and medium scale topographic mapping and engineering survey.,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org,EPSG,2005-09-29,2001.28 2005.46,1,0
-2097,Korean 1985 / Korea Central Belt,1497,projected,4530,,4162,18252,,,Large and medium scale topographic mapping and engineering survey.,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org,EPSG,2005-09-29,2001.28 2005.46,1,0
-2098,Korean 1985 / Korea West Belt,1498,projected,4530,,4162,18253,,,Large and medium scale topographic mapping and engineering survey.,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org,EPSG,2005-09-29,2001.28 2005.46,1,0
-2099,Qatar 1948 / Qatar Grid,1346,projected,4400,,4286,19953,,,Large and medium scale topographic mapping and engineering survey.,Also known as Qatar Plane Coordinate or QPC system. Replaced by Qatar National Grid (code 28600).,,EPSG,2000-03-07,,1,0
-2100,GGRS87 / Greek Grid,1106,projected,4400,,4121,19930,,,Large and medium scale topographic mapping and engineering survey.,Oil industry uses ED50 / UTM zone 34N and ED50 / UTM zone 35N.,Geodesy Department; Public Petroleum Corporation of Greece.,EPSG,2005-05-27,2005.18,1,0
-2101,Lake / Maracaibo Grid M1,1319,projected,4499,,4249,18260,,,Oil exploration.,Grid coordinates are (0 0) at Maracaibo Cathedral (10deg 38min 34.678sec N; 71deg 36min 20.224sec W; Lake datum). Used by Creole; MGO and Sun.,Various oil company sources.,EPSG,2000-06-10,,1,0
-2102,Lake / Maracaibo Grid,1319,projected,4499,,4249,18261,,,Oil exploration.,Grid coordinates are (200000 200000) at Maracaibo Cathedral (10deg 38min 34.678sec N; 71deg 36min 20.224sec W; Lake datum). Used for Lake triangulation coordinate listing.,Various oil company sources.,EPSG,2000-06-10,,1,0
-2103,Lake / Maracaibo Grid M3,1319,projected,4499,,4249,18262,,,Oil exploration.,Grid coordinates are (500000 500000) at Maracaibo Cathedral (10deg 38min 34.678sec N; 71deg 36min 20.224sec W; Lake datum). Used by Varco.,Various oil company sources.,EPSG,2000-06-10,,1,0
-2104,Lake / Maracaibo La Rosa Grid,1499,projected,4499,,4249,18263,,,Oil exploration.,"Grid coordinates are (X=-17044 Y=29545) at Maracaibo Cathedral (10deg 38min 34.678sec N; 71deg 36min 20.224sec W; Lake datum).
-Do not confuse with the La Rosa grid used in the Cabinas area (code 5810).",Various oil company sources.,EPSG,2000-06-23,,1,0
-2105,NZGD2000 / Mount Eden Circuit 2000,1500,projected,4500,,4167,17931,,,Cadastral surveys.,Replaced NZGD49 / Mount Eden Circuit 2000 (code 27205) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2106,NZGD2000 / Bay of Plenty Circuit 2000,1500,projected,4500,,4167,17932,,,Cadastral surveys.,Replaced NZGD49 / Bay of Plenty Circuit 2000 (code 27206) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2107,NZGD2000 / Poverty Bay Circuit 2000,1500,projected,4500,,4167,17933,,,Cadastral surveys.,Replaced NZGD49 / Poverty Bay 2000 (code 27207) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2108,NZGD2000 / Hawkes Bay Circuit 2000,1500,projected,4500,,4167,17934,,,Cadastral surveys.,Replaced NZGD49 / Hawkes Bay Circuit 2000 (code 27208) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2109,NZGD2000 / Taranaki Circuit 2000,1500,projected,4500,,4167,17935,,,Cadastral surveys.,Replaced NZGD49 / Taranaki Circuit 2000 (code 27209) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2110,NZGD2000 / Tuhirangi Circuit 2000,1500,projected,4500,,4167,17936,,,Cadastral surveys.,Replaced NZGD49 / Tuhirangi Circuit 2000 (code 27210) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2111,NZGD2000 / Wanganui Circuit 2000,1500,projected,4500,,4167,17937,,,Cadastral surveys.,Replaced NZGD49 / Wanganui Circuit 2000 (code 27211) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2112,NZGD2000 / Wairarapa Circuit 2000,1500,projected,4500,,4167,17938,,,Cadastral surveys.,Replaced NZGD49 / Wairarapa Circuit 2000 (code 27212) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2113,NZGD2000 / Wellington Circuit 2000,1500,projected,4500,,4167,17939,,,Cadastral surveys.,Replaced NZGD49 / Wellington Circuit 2000 (code 27213) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2114,NZGD2000 / Collingwood Circuit 2000,1501,projected,4500,,4167,17940,,,Cadastral surveys.,Replaced NZGD49 / Collingwood Circuit 2000 (code 27214) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2115,NZGD2000 / Nelson Circuit 2000,1501,projected,4500,,4167,17941,,,Cadastral surveys.,Replaced NZGD49 / Nelson Circuit 2000 (code 27215) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2116,NZGD2000 / Karamea Circuit 2000,1501,projected,4500,,4167,17942,,,Cadastral surveys.,Replaced NZGD49 / Karamea Circuit 2000 (code 27216) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2117,NZGD2000 / Buller Circuit 2000,1501,projected,4500,,4167,17943,,,Cadastral surveys.,Replaced NZGD49 / Buller Circuit 2000 (code 27217) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2118,NZGD2000 / Grey Circuit 2000,1501,projected,4500,,4167,17944,,,Cadastral surveys.,Replaced NZGD49 / Grey Circuit 2000 (code 27218) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2119,NZGD2000 / Amuri Circuit 2000,1501,projected,4500,,4167,17945,,,Cadastral surveys.,Replaced NZGD49 / Amuri Circuit 2000 (code 27219) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2120,NZGD2000 / Marlborough Circuit 2000,1501,projected,4500,,4167,17946,,,Cadastral surveys.,Replaced NZGD49 / Marlborough Circuit 2000 (code 27220) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2121,NZGD2000 / Hokitika Circuit 2000,1501,projected,4500,,4167,17947,,,Cadastral surveys.,Replaced NZGD49 / Hokitika Circuit 2000 (code 27221) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2122,NZGD2000 / Okarito Circuit 2000,1501,projected,4500,,4167,17948,,,Cadastral surveys.,Replaced NZGD49 / Okarito Circuit 2000 (code 27222) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2123,NZGD2000 / Jacksons Bay Circuit 2000,1501,projected,4500,,4167,17949,,,Cadastral surveys.,Replaced NZGD49 / Jacksons Bay Circuit 2000 (code 27223) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2124,NZGD2000 / Mount Pleasant Circuit 2000,1501,projected,4500,,4167,17950,,,Cadastral surveys.,Replaced NZGD49 / Mount Pleasant Circuit 2000 (code 27224) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2125,NZGD2000 / Gawler Circuit 2000,1501,projected,4500,,4167,17951,,,Cadastral surveys.,Replaced NZGD49 / Gawler Circuit 2000 (code 27225) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2126,NZGD2000 / Timaru Circuit 2000,1501,projected,4500,,4167,17952,,,Cadastral surveys.,Replaced NZGD49 / Timaru Circuit 2000 (code 27226) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2127,NZGD2000 / Lindis Peak Circuit 2000,1501,projected,4500,,4167,17953,,,Cadastral surveys.,Replaced NZGD49 / Lindis Peak Circuit 2000 (code 27227) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2128,NZGD2000 / Mount Nicholas Circuit 2000,1501,projected,4500,,4167,17954,,,Cadastral surveys.,Replaced NZGD49 / Mount Nicholas Circuit 2000 (code 27228) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2129,NZGD2000 / Mount York Circuit 2000,1501,projected,4500,,4167,17955,,,Cadastral surveys.,Replaced NZGD49 / Mount York Circuit 2000 (code 27229) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2130,NZGD2000 / Observation Point Circuit 2000,1501,projected,4500,,4167,17956,,,Cadastral surveys.,Replaced NZGD49 / Observation Point Circuit 2000 (code 27230) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2131,NZGD2000 / North Taieri Circuit 2000,1501,projected,4500,,4167,17957,,,Cadastral surveys.,Replaced NZGD49 / North Taieri Circuit 2000 (code 27231) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2132,NZGD2000 / Bluff Circuit 2000,1501,projected,4500,,4167,17958,,,Cadastral surveys.,Replaced NZGD49 / Bluff Circuit 2000 (code 27232) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-2133,NZGD2000 / UTM zone 58S,1502,projected,4400,,4167,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaces NZGD49 / UTM zone 58S (code 27258) from March 2000.,,EPSG,2000-10-19,,1,0
-2134,NZGD2000 / UTM zone 59S,1503,projected,4400,,4167,16159,,,Large and medium scale topographic mapping and engineering survey.,Replaces NZGD49 / UTM zone 59S (code 27259) from March 2000.,,EPSG,2000-10-19,,1,0
-2135,NZGD2000 / UTM zone 60S,1504,projected,4400,,4167,16160,,,Large and medium scale topographic mapping and engineering survey.,Replaces NZGD49 / UTM zone 60S (code 27260) from March 2000.,,EPSG,2000-10-19,,1,0
-2136,Accra / Ghana National Grid,3252,projected,4404,,4168,19959,,,Large and medium scale topographic mapping and engineering survey.,"Ellipsoid semi-major axis (a)=20926201 Gold Coast feet. ProjCRS sometimes found in metric form: 1 Gold Coast foot = 0.3047997101815 m.
-Replaced by Leigon / Ghana Metric Grid from 1978.",Ordnance Survey International,EPSG,2000-10-19,,1,0
-2137,Accra / TM 1 NW,1505,projected,4400,,4168,17001,,,Oil exploration.,,Various oil industry sources,EPSG,2000-10-19,,1,0
-2138,NAD27(CGQ77) / Quebec Lambert,1368,projected,4499,,4609,19944,,,Medium and small scale mapping.,Replaced NAD27 / Quebec Lambert (code 32098) in 1977.,Service de la Cartographie; Ministère des Ressources Naturelles; Quebec,EPSG,2000-10-19,,1,0
-2139,NAD83(CSRS98) / SCoPQ zone 2,1420,projected,4499,,4140,17700,,,Large and medium scale topographic mapping and engineering survey.,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2000-10-19,,1,1
-2140,NAD83(CSRS98) / MTM zone 3,1421,projected,4496,,4140,17703,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 3"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2000-10-19,,1,1
-2141,NAD83(CSRS98) / MTM zone 4,1422,projected,4496,,4140,17704,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 4"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2000-10-19,,1,1
-2142,NAD83(CSRS98) / MTM zone 5,1423,projected,4496,,4140,17705,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 5"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2000-10-19,,1,1
-2143,NAD83(CSRS98) / MTM zone 6,1424,projected,4496,,4140,17706,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 6"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2000-10-19,,1,1
-2144,NAD83(CSRS98) / MTM zone 7,1425,projected,4496,,4140,17707,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 7"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2000-10-19,,1,1
-2145,NAD83(CSRS98) / MTM zone 8,1426,projected,4496,,4140,17708,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 8"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2000-10-19,,1,1
-2146,NAD83(CSRS98) / MTM zone 9,1427,projected,4496,,4140,17709,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 9"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2000-10-19,,1,1
-2147,NAD83(CSRS98) / MTM zone 10,1428,projected,4496,,4140,17710,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 10"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2000-10-19,,1,1
-2148,NAD83(CSRS98) / UTM zone 21N,1446,projected,4400,,4140,16021,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,EPSG,2000-10-19,,1,1
-2149,NAD83(CSRS98) / UTM zone 18N,1443,projected,4400,,4140,16018,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,EPSG,2000-10-19,,1,1
-2150,NAD83(CSRS98) / UTM zone 17N,1428,projected,4400,,4140,16017,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,EPSG,2000-10-19,,1,1
-2151,NAD83(CSRS98) / UTM zone 13N,1506,projected,4400,,4140,16013,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,EPSG,2000-10-19,,1,1
-2152,NAD83(CSRS98) / UTM zone 12N,1507,projected,4400,,4140,16012,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,EPSG,2000-10-19,,1,1
-2153,NAD83(CSRS98) / UTM zone 11N,1508,projected,4400,,4140,16011,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,EPSG,2000-10-19,,1,1
-2154,RGF93 / Lambert-93,1326,projected,4499,,4171,18085,,,Large and medium scale topographic mapping and engineering survey.,,IGN - Paris,EPSG,2005-05-27,2005.18,1,0
-2155,American Samoa 1962 / American Samoa Lambert,1027,projected,4497,,4169,15300,,,Large and medium scale topographic mapping and engineering survey.,Superseded by projCRS 2156 as of mid-2000.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,EPSG,2000-10-19,,1,1
-2156,NAD83(HARN) / UTM zone 59S,1027,projected,4400,,4152,16159,,,Large and medium scale topographic mapping and engineering survey.,Supersedes projCRS 2155; effective in 2000.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,EPSG,2000-10-19,,1,1
-2157,IRENET95 / Irish Transverse Mercator,1305,projected,4400,,4173,19962,,,Large and medium scale topographic mapping and engineering survey.,Replaces TM75 / Irish Grid (code 29903) from 1/1/2001.,Ordnance Survey of Ireland,EPSG,2004-04-07,2004.22,1,0
-2158,IRENET95 / UTM zone 29N,1125,projected,4400,,4173,16029,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Ireland,EPSG,2000-10-19,,1,0
-2159,Sierra Leone 1924 / New Colony Grid,1342,projected,4404,,4174,19963,,,Topographic mapping and engineering survey.,Replaces the Sierra Leone 1924 / Colony Grid. New grid is 422.3 ft west and 112.1 ft south of old grid. Ellipsoid semi-major axis (a)=20926201 Gold Coast feet; 1 Gold Coast foot = 0.3047997101815 m.,Ordnance Survey International,EPSG,2001-06-05,,1,0
-2160,Sierra Leone 1924 / New War Office Grid,1342,projected,4404,,4174,19964,,,Topographic mapping,Replaces the Sierra Leone War Office Grid. New grid is 422.3 ft west and 112.1 ft south of old grid. Ellipsoid semi-major axis (a)=20926201 Gold Coast feet; 1 Gold Coast foot = 0.3047997101815 m.,Ordnance Survey International,EPSG,2001-06-05,,1,0
-2161,Sierra Leone 1968 / UTM zone 28N,1509,projected,4400,,4175,16028,,,Topographic mapping and engineering survey.,Replaces Sierra Leone 1960 / UTM zone 28N. The 1968 readjustment coordinates are within 3m of the 1960 provisional adjustment.,Ordnance Survey International,EPSG,2001-06-05,,1,0
-2162,Sierra Leone 1968 / UTM zone 29N,1510,projected,4400,,4175,16029,,,Topographic mapping and engineering survey.,Replaces Sierra Leone 1960 / UTM zone 29N. The 1968 readjustment coordinates are within 3m of the 1960 provisional adjustment.,Ordnance Survey International,EPSG,2001-06-05,,1,0
-2163,US National Atlas Equal Area,1245,projected,4499,,4052,19965,,,For small scale (1:1million and smaller) statistical mapping.,Uses spherical projection formulae. USGS documentation describes sphere as derived from GRS80/WGS84 ellipsoid but that actually used is Clarke 1866. For 1:1million and smaller scale maps there is no significant difference.,"United States Geological Survey, Western Geographic Science Center",EPSG,2004-04-27,2003.330,1,0
-2164,Locodjo 1965 / TM 5 NW,2296,projected,4400,,4142,17005,,,Oil industry use.,,Various oil industry sources,EPSG,2001-06-05,,1,0
-2165,Abidjan 1987 / TM 5 NW,2296,projected,4400,,4143,17005,,,Oil Industry,,Various oil industry sources,EPSG,2001-06-05,,1,0
-2166,Pulkovo 1942(83) / Gauss Kruger zone 3,1512,projected,4530,,4178,16263,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",In Thuringen superseded by DHDN / Gauss Kruger zone 3.,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,1
-2167,Pulkovo 1942(83) / Gauss Kruger zone 4,1513,projected,4530,,4178,16264,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.","In Brandenburg superseded by ETRS89 / UTM zone 33N.
-In Sachsen and Thuringen superseded by DHDN / Gauss Kruger zone 4.",Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,1
-2168,Pulkovo 1942(83) / Gauss Kruger zone 5,1512,projected,4530,,4178,16265,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.","In Brandenburg superseded by ETRS89 / UTM zone 33N.
-In Sachsen superseded by RD/83 / Gauss Kruger zone 5.",Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,1
-2169,Luxembourg 1930 / Gauss,1146,projected,4530,,4181,19966,,,Large and medium scale topographic mapping and engineering survey.,,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-2170,MGI / Slovenia Grid,1212,projected,4530,,4312,19967,,,Large and medium scale topographic mapping and engineering survey.,Truncated form of MGI / Balkans zone 5 (code 31275).,,EPSG,2005-05-27,2005.18,1,0
-2171,Pulkovo 1942(58) / Poland zone I,1515,projected,4530,,4179,18281,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Superseded by ETRS89 / Poland CS2000 zones 7 and 8 (codes 2178-79).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,1
-2172,Pulkovo 1942(58) / Poland zone II,1516,projected,4530,,4179,18282,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 7 and 8 (codes 2178-79).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-2173,Pulkovo 1942(58) / Poland zone III,1517,projected,4530,,4179,18283,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 5 and 6 (codes 2176-77).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-2174,Pulkovo 1942(58) / Poland zone IV,1518,projected,4530,,4179,18284,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 5 and 6 (codes 2176-77).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-2175,Pulkovo 1942(58) / Poland zone V,1519,projected,4530,,4179,18285,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zone 6 (code 2177).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-2176,ETRS89 / Poland CS2000 zone 5,1520,projected,4531,,4258,18305,,,"Large (1:5,000 and greater) scale topographic mapping and cadastral survey.",See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-02-02,2005.18 2007.014,1,0
-2177,ETRS89 / Poland CS2000 zone 6,1521,projected,4531,,4258,18306,,,"Large (1:5,000 and greater) scale topographic mapping and cadastral survey.",See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-02-02,2005.18 2007.014,1,0
-2178,ETRS89 / Poland CS2000 zone 7,1522,projected,4531,,4258,18307,,,"Large (1:5,000 and greater) scale topographic mapping and cadastral survey.",See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-02-02,2005.18 2007.014,1,0
-2179,ETRS89 / Poland CS2000 zone 8,1523,projected,4531,,4258,18308,,,"Large (1:5,000 and greater) scale topographic mapping and cadastral survey.",See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-02-02,2005.18 2007.014,1,0
-2180,ETRS89 / Poland CS92,1192,projected,4531,,4258,18300,,,"Medium and small scale topographic mapping (1:10,000 and smaller).",See ETRS89 / Poland CS2000 zones 5- 8 (codes 2176-79) for large scale purposes.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-02-02,2005.18 2007.014,1,0
-2188,Azores Occidental 1939 / UTM zone 25N,1344,projected,4400,,4182,16025,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-2189,Azores Central 1948 / UTM zone 26N,1301,projected,4400,,4183,16026,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-2190,Azores Oriental 1940 / UTM zone 26N,1345,projected,4400,,4184,16026,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2003.231 2005.18,1,0
-2191,Madeira 1936 / UTM zone 28N,1314,projected,4400,,4185,16028,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,1
-2192,ED50 / France EuroLambert,1326,projected,4499,,4230,18086,,,Medium scale topographic and statistical mapping.,,IGN Paris via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-2193,NZGD2000 / New Zealand Transverse Mercator,3285,projected,4500,,4167,19971,,,Large and medium scale topographic mapping and engineering survey.,Replaces NZGD49 / New Zealand Map Grid (code 27200) from July 2001.,Shell Todd Oil Services.,EPSG,2001-08-28,,1,0
-2194,American Samoa 1962 / American Samoa Lambert,1027,projected,4497,,4169,15301,,,Large and medium scale topographic mapping and engineering survey.,Superseded by projCRS 2156 as of mid-2000.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,EPSG,2001-08-28,,1,1
-2195,NAD83(HARN) / UTM zone 2S,3110,projected,4400,,4152,16102,,,Large and medium scale topographic mapping and engineering survey.,Replaces American Samoa 1962 / American Samoa Lambert (projCRS 3102) effective from 2000.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,EPSG,2005-05-21,2004.45 2005.23,1,0
-2196,ETRS89 / Kp2000 Jutland,2531,projected,4400,,4258,18401,,,"Large and scale topographic mapping, cadastral and engineering survey. Note: for medium scale topographic mapping ETRS89 / UTM zone 32N (code 25832) is used.",Replaces System 34 Jutland zone.,Kort & Matrikelstyrelsen,EPSG,2007-02-02,2007.014,1,0
-2197,ETRS89 / Kp2000 Zealand,2532,projected,4400,,4258,18402,,,"Large and scale topographic mapping, cadastral and engineering survey. Note: for medium scale topographic mapping ETRS89 / UTM zone 32N (code 25832) is used.",Replaces System 34 Zealand zone.,Kort & Matrikelstyrelsen,EPSG,2007-02-02,2007.014,1,0
-2198,ETRS89 / Kp2000 Bornholm,2533,projected,4400,,4258,18403,,,"Large and scale topographic mapping, cadastral and engineering survey. Note: for medium scale topographic mapping ETRS89 / UTM zone 33N (code 25833) is used.",Replaces System 45.,Kort & Matrikelstyrelsen,EPSG,2007-02-02,2007.014,1,0
-2199,Albanian 1987 / Gauss Kruger zone 4,1025,projected,4530,,4191,16204,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-11-06,,1,1
-2200,ATS77 / New Brunswick Stereographic (ATS77),1447,projected,4500,,4122,19945,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,1999-10-20,99.61,1,0
-2201,REGVEN / UTM zone 18N,1693,projected,4400,,4189,16018,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2001-11-06,,1,0
-2202,REGVEN / UTM zone 19N,1694,projected,4400,,4189,16019,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2001-11-06,,1,0
-2203,REGVEN / UTM zone 20N,1695,projected,4400,,4189,16020,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2001-11-06,,1,0
-2204,NAD27 / Tennessee,1411,projected,4497,,4267,15302,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2001-11-06,2001.45,1,0
-2205,NAD83 / Kentucky North,2202,projected,4499,,4269,15303,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2246 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2001-11-06,2001.45,1,0
-2206,ED50 / 3-degree Gauss-Kruger zone 9,1524,projected,4530,,4230,16269,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM27 (code 2319).,EPSG,EPSG,2001-11-06,,1,0
-2207,ED50 / 3-degree Gauss-Kruger zone 10,1525,projected,4530,,4230,16270,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM30 (code 2320).,EPSG,EPSG,2001-11-06,,1,0
-2208,ED50 / 3-degree Gauss-Kruger zone 11,1526,projected,4530,,4230,16271,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM33 (code 2321).,EPSG,EPSG,2001-11-06,,1,0
-2209,ED50 / 3-degree Gauss-Kruger zone 12,1527,projected,4530,,4230,16272,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM36 (code 2322).,EPSG,EPSG,2001-11-06,,1,0
-2210,ED50 / 3-degree Gauss-Kruger zone 13,1528,projected,4530,,4230,16273,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM39 (code 2323).,EPSG,EPSG,2001-11-06,,1,0
-2211,ED50 / 3-degree Gauss-Kruger zone 14,1529,projected,4530,,4230,16274,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM42 (code 2324).,EPSG,EPSG,2001-11-06,,1,0
-2212,ED50 / 3-degree Gauss-Kruger zone 15,1530,projected,4530,,4230,16275,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM45 (code 2325).,EPSG,EPSG,2001-11-06,,1,0
-2213,ETRS89 / TM 30 NE,2546,projected,4400,,4258,16430,,,Oil industry usage.,,,EPSG,2007-02-02,2007.014,1,0
-2214,Douala 1948 / AOF west,2555,projected,4400,,4192,18415,,,Medium and small scale topographic mapping and engineering survey.,Superseded by Manoca 1962 / UTM zone 32N (code 2215).,,EPSG,2002-01-18,,1,1
-2215,Manoca 1962 / UTM zone 32N,2555,projected,4400,,4193,16032,,,Large and medium scale topographic mapping and engineering survey.,Replaces Douala 1948 / AOF west (code 2214). The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGN) ellipsoid (code 7012) but in practice this CRS has used the IGN version.,,EPSG,2002-11-18,2002.84,1,0
-2216,Qornoq 1927 / UTM zone 22N,2573,projected,4400,,4194,16022,,,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-18,,1,0
-2217,Qornoq 1927 / UTM zone 23N,2572,projected,4400,,4194,16023,,,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-18,,1,0
-2218,Scoresbysund 1952 / Greenland zone 5 east,3370,projected,4501,,4195,18425,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2006.22,1,0
-2219,ATS77 / UTM zone 19N,1531,projected,4400,,4122,16019,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,1997-07-22,,1,0
-2220,ATS77 / UTM zone 20N,1532,projected,4400,,4122,16020,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,1997-07-22,,1,0
-2221,Scoresbysund 1952 / Greenland zone 6 east,3369,projected,4501,,4195,18426,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2006.22,1,0
-2222,NAD83 / Arizona East (ft),2167,projected,4495,,4269,15304,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26948. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2223,NAD83 / Arizona Central (ft),2166,projected,4495,,4269,15305,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26949. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2224,NAD83 / Arizona West (ft),2168,projected,4495,,4269,15306,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26950. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2225,NAD83 / California zone 1 (ftUS),2175,projected,4497,,4269,15307,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26941. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2226,NAD83 / California zone 2 (ftUS),2176,projected,4497,,4269,15308,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26942. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2227,NAD83 / California zone 3 (ftUS),2177,projected,4497,,4269,15309,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26943. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2228,NAD83 / California zone 4 (ftUS),2178,projected,4497,,4269,15310,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26944. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2229,NAD83 / California zone 5 (ftUS),2182,projected,4497,,4269,15311,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26945. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2230,NAD83 / California zone 6 (ftUS),2180,projected,4497,,4269,15312,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26946. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2231,NAD83 / Colorado North (ftUS),2184,projected,4497,,4269,15313,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26953. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2232,NAD83 / Colorado Central (ftUS),2183,projected,4497,,4269,15314,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26954. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2233,NAD83 / Colorado South (ftUS),2185,projected,4497,,4269,15315,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26955. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2234,NAD83 / Connecticut (ftUS),1377,projected,4497,,4269,15316,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26956. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2235,NAD83 / Delaware (ftUS),1378,projected,4497,,4269,15317,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26957. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2236,NAD83 / Florida East (ftUS),2186,projected,4497,,4269,15318,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26958. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2237,NAD83 / Florida West (ftUS),2188,projected,4497,,4269,15319,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26959. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2238,NAD83 / Florida North (ftUS),2187,projected,4497,,4269,15320,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26960. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2239,NAD83 / Georgia East (ftUS),2189,projected,4497,,4269,15321,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26966. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2240,NAD83 / Georgia West (ftUS),2190,projected,4497,,4269,15322,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26967. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2241,NAD83 / Idaho East (ftUS),2192,projected,4497,,4269,15323,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26968. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2242,NAD83 / Idaho Central (ftUS),2191,projected,4497,,4269,15324,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26969. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2243,NAD83 / Idaho West (ftUS),2193,projected,4497,,4269,15325,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26970. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2244,NAD83 / Indiana East (ftUS),2196,projected,4497,,4269,15326,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26973. For applications with an accuracy of better than 1m, superseded by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,1
-2245,NAD83 / Indiana West (ftUS),2197,projected,4497,,4269,15327,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26974. For applications with an accuracy of better than 1m, superseded by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,1
-2246,NAD83 / Kentucky North (ftUS),2202,projected,4497,,4269,15328,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 2205. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2247,NAD83 / Kentucky South (ftUS),2203,projected,4497,,4269,15329,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26980. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2248,NAD83 / Maryland (ftUS),1389,projected,4497,,4269,15330,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26985. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2249,NAD83 / Massachusetts Mainland (ftUS),2209,projected,4497,,4269,15331,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26986. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2250,NAD83 / Massachusetts Island (ftUS),2208,projected,4497,,4269,15332,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26987. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2251,NAD83 / Michigan North (ft),1723,projected,4495,,4269,15333,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26988. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2252,NAD83 / Michigan Central (ft),1724,projected,4495,,4269,15334,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26989. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2253,NAD83 / Michigan South (ft),1725,projected,4495,,4269,15335,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26990. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2254,NAD83 / Mississippi East (ftUS),2216,projected,4497,,4269,15336,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26994. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2255,NAD83 / Mississippi West (ftUS),2217,projected,4497,,4269,15337,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26995. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2256,NAD83 / Montana (ft),1395,projected,4495,,4269,15338,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32100. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2257,NAD83 / New Mexico East (ftUS),2228,projected,4497,,4269,15339,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32112. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2258,NAD83 / New Mexico Central (ftUS),2231,projected,4497,,4269,15340,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32113. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2259,NAD83 / New Mexico West (ftUS),2232,projected,4497,,4269,15341,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32114. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2260,NAD83 / New York East (ftUS),2234,projected,4497,,4269,15342,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32115. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2261,NAD83 / New York Central (ftUS),2233,projected,4497,,4269,15343,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32116. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2262,NAD83 / New York West (ftUS),2236,projected,4497,,4269,15344,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32117. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2263,NAD83 / New York Long Island (ftUS),2235,projected,4497,,4269,15345,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32118. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2264,NAD83 / North Carolina (ftUS),1402,projected,4497,,4269,15346,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32119. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-19,,1,0
-2265,NAD83 / North Dakota North (ft),2237,projected,4495,,4269,15347,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32120. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2266,NAD83 / North Dakota South (ft),2238,projected,4495,,4269,15348,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32121. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2267,NAD83 / Oklahoma North (ftUS),2241,projected,4497,,4269,15349,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32124. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2268,NAD83 / Oklahoma South (ftUS),2242,projected,4497,,4269,15350,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32125. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2269,NAD83 / Oregon North (ft),2243,projected,4495,,4269,15351,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32126. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2270,NAD83 / Oregon South (ft),2244,projected,4495,,4269,15352,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32127. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2271,NAD83 / Pennsylvania North (ftUS),2245,projected,4497,,4269,15353,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32128. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-19,,1,0
-2272,NAD83 / Pennsylvania South (ftUS),2246,projected,4497,,4269,15354,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32129. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-19,,1,0
-2273,NAD83 / South Carolina (ft),1409,projected,4495,,4269,15355,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see CRS code 32133. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-19,2005.891,1,0
-2274,NAD83 / Tennessee (ftUS),1411,projected,4497,,4269,15356,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32136. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2275,NAD83 / Texas North (ftUS),2253,projected,4497,,4269,15357,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32137. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2276,NAD83 / Texas North Central (ftUS),2254,projected,4497,,4269,15358,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32138. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2277,NAD83 / Texas Central (ftUS),2252,projected,4497,,4269,15359,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32139. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2278,NAD83 / Texas South Central (ftUS),2527,projected,4497,,4269,15360,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32140. For onshore applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2006-07-14,2006.392,1,0
-2279,NAD83 / Texas South (ftUS),2528,projected,4497,,4269,15361,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32141. For onshore applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2006-07-14,2006.392,1,0
-2280,NAD83 / Utah North (ft),2258,projected,4495,,4269,15362,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32142. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-20,2006.905,0,0
-2281,NAD83 / Utah Central (ft),2257,projected,4495,,4269,15363,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32143. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-20,2006.905,0,0
-2282,NAD83 / Utah South (ft),2259,projected,4495,,4269,15364,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32144. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-20,2006.905,0,0
-2283,NAD83 / Virginia North (ftUS),2260,projected,4497,,4269,15365,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32146. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2284,NAD83 / Virginia South (ftUS),2261,projected,4497,,4269,15366,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32147. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2285,NAD83 / Washington North (ftUS),2273,projected,4497,,4269,15367,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32148. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2286,NAD83 / Washington South (ftUS),2274,projected,4497,,4269,15368,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32149. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2287,NAD83 / Wisconsin North (ftUS),2267,projected,4497,,4269,15369,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32152. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2288,NAD83 / Wisconsin Central (ftUS),2266,projected,4497,,4269,15370,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32153. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2289,NAD83 / Wisconsin South (ftUS),2268,projected,4497,,4269,15371,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32154. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-2290,ATS77 / Prince Edward Isl. Stereographic (ATS77),1533,projected,4496,,4122,19933,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,EPSG,1997-11-13,,1,0
-2291,NAD83(CSRS98) / Prince Edward Isl. Stereographic (NAD83),1533,projected,4496,,4122,19960,,,Large and medium scale topographic mapping and engineering survey.,Deprecated due to error in source geogCRS.,PEI Department of Transportation & Public Works,EPSG,2000-10-19,,1,1
-2292,NAD83(CSRS98) / Prince Edward Isl. Stereographic (NAD83),1533,projected,4496,,4140,19960,,,Large and medium scale topographic mapping and engineering survey.,,PEI Department of Transportation & Public Works,EPSG,2001-08-28,,1,1
-2294,ATS77 / MTM Nova Scotia zone 4,1534,projected,4400,,4122,17794,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,EPSG,1997-11-13,,1,0
-2295,ATS77 / MTM Nova Scotia zone 5,1535,projected,4400,,4122,17795,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,EPSG,1997-11-13,,1,0
-2296,Ammassalik 1958 / Greenland zone 7 east,2571,projected,4501,,4196,18427,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2006.22,1,0
-2297,Qornoq 1927 / Greenland zone 1 east,2556,projected,4501,,4194,18421,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,1
-2298,Qornoq 1927 / Greenland zone 2 east,2557,projected,4501,,4194,18422,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,1
-2299,Qornoq 1927 / Greenland zone 2 west,3368,projected,4501,,4194,18432,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2006.22,1,0
-2300,Qornoq 1927 / Greenland zone 3 east,2558,projected,4501,,4194,18423,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,1
-2301,Qornoq 1927 / Greenland zone 3 west,3367,projected,4501,,4194,18433,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2006.22,1,0
-2302,Qornoq 1927 / Greenland zone 4 east,2559,projected,4501,,4194,18424,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,1
-2303,Qornoq 1927 / Greenland zone 4 west,3366,projected,4501,,4194,18434,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2006.22,1,0
-2304,Qornoq 1927 / Greenland zone 5 west,3365,projected,4501,,4194,18435,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2006.22,1,0
-2305,Qornoq 1927 / Greenland zone 6 west,3364,projected,4501,,4194,18436,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2006.22,1,0
-2306,Qornoq 1927 / Greenland zone 7 west,3363,projected,4501,,4194,18437,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2006.22,1,0
-2307,Qornoq 1927 / Greenland zone 8 east,2569,projected,4501,,4194,18428,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
-2308,Batavia / TM 109 SE,2577,projected,4400,,4211,16709,,,Used by Arco and BP for ONWJ.,,BP Indonesia.,EPSG,2002-02-12,,1,0
-2309,WGS 84 / TM 116 SE,2588,projected,4400,,4326,16716,,,Used by BP for Terang-Sirasun.,,BP Indonesia.,EPSG,2006-08-25,2002.151 2006.81,1,0
-2310,WGS 84 / TM 132 SE,2589,projected,4400,,4326,16732,,,Used for hydrocarbons exploration and development.,,BP Indonesia.,EPSG,2006-08-25,2002.151 2006.81,1,0
-2311,WGS 84 / TM 6 NE,2981,projected,4400,,4326,16406,,,Oil exploration and production.,Used for oil exploration beyond the contintental shelf by ExxonMobil and with effect from March 2004 by Total for all offshore areas.,ExxonMobil.,EPSG,2002-02-12,,1,0
-2312,Garoua / UTM zone 33N,2590,projected,4400,,4197,16033,,,Large and medium scale topographic mapping and engineering survey.,,TotalFinaElf,EPSG,2002-02-12,,1,0
-2313,Kousseri / UTM zone 33N,2591,projected,4400,,4198,16033,,,Large and medium scale topographic mapping and engineering survey.,,TotalFinaElf,EPSG,2002-02-12,,1,0
-2314,Trinidad 1903 / Trinidad Grid (ftCla),1339,projected,4403,,4302,19975,,,Oil industry exploration and production.,Foot version of Trinidad 1903 / Trinidad Grid (code 30200) used by some US-based companies including Amoco Trinidad.,BP,EPSG,2005-07-01,2005.33,1,0
-2315,Campo Inchauspe / UTM zone 19S,2596,projected,4400,,4221,16119,,,Oil industry exploration.,,TotalFinaElf,EPSG,2002-02-12,,1,0
-2316,Campo Inchauspe / UTM zone 20S,2597,projected,4400,,4221,16120,,,Oil industry exploration.,,TotalFinaElf,EPSG,2002-02-12,,1,0
-2317,PSAD56 / ICN Regional,3327,projected,4499,,4248,19976,,,Small scale topographic and geological mapping.,,Institute Cartografica Nacional,EPSG,2002-02-12,,1,0
-2318,Ain el Abd / Aramco Lambert,3303,projected,4400,,4204,19977,,,Oil industry exploration and production.,Used by Saudi Aramco when area of interest crosses UTM zone boundary. Adopted by partners for Core Venture 1 (South Ghawar) area.,Saudi Aramco,EPSG,2002-02-12,,1,0
-2319,ED50 / TM27,1524,projected,4530,,4230,16305,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 9 (code 2206).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-07-22,2005.18 2006.592,1,0
-2320,ED50 / TM30,1525,projected,4530,,4230,16370,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 10 (code 2207).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-2321,ED50 / TM33,1526,projected,4530,,4230,16306,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 11 (code 2208).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-07-22,2005.18 2006.592,1,0
-2322,ED50 / TM36,1527,projected,4530,,4230,16372,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 12 (code 2209).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-2323,ED50 / TM39,1528,projected,4530,,4230,16307,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 13 (code 2210).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-07-22,2005.18 2006.592,1,0
-2324,ED50 / TM42,1529,projected,4530,,4230,16374,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 14 (code 2211).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-2325,ED50 / TM45,1530,projected,4530,,4230,16308,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 15 (code 2212).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-07-22,2005.18 2006.592,1,0
-2326,Hong Kong 1980 Grid System,1118,projected,4500,,4611,19978,,,"Large scale topographic mapping, cadastral and engineering survey.",Replaces Hong Kong 1963 Grid System.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2006-06-22,2005.26,1,0
-2327,Xian 1980 / Gauss-Kruger zone 13,1587,projected,4530,,4610,16213,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 75E (code 2338).,EPSG,EPSG,2002-06-22,,1,0
-2328,Xian 1980 / Gauss-Kruger zone 14,1588,projected,4530,,4610,16214,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 81E (code 2339).,EPSG,EPSG,2002-06-22,,1,0
-2329,Xian 1980 / Gauss-Kruger zone 15,1589,projected,4530,,4610,16215,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 87E (code 2340).,EPSG,EPSG,2002-06-22,,1,0
-2330,Xian 1980 / Gauss-Kruger zone 16,1590,projected,4530,,4610,16216,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 93E (code 2341).,EPSG,EPSG,2002-06-22,,1,0
-2331,Xian 1980 / Gauss-Kruger zone 17,1591,projected,4530,,4610,16217,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 99E (code 2342).,EPSG,EPSG,2002-06-22,,1,0
-2332,Xian 1980 / Gauss-Kruger zone 18,1592,projected,4530,,4610,16218,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 105E (code 2343).,EPSG,EPSG,2002-06-22,,1,0
-2333,Xian 1980 / Gauss-Kruger zone 19,1593,projected,4530,,4610,16219,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 111E (code 2344).,EPSG,EPSG,2002-06-22,,1,0
-2334,Xian 1980 / Gauss-Kruger zone 20,1594,projected,4530,,4610,16220,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 117E (code 2345).,EPSG,EPSG,2002-06-22,,1,0
-2335,Xian 1980 / Gauss-Kruger zone 21,1595,projected,4530,,4610,16221,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 123E (code 2346).,EPSG,EPSG,2002-06-22,,1,0
-2336,Xian 1980 / Gauss-Kruger zone 22,1596,projected,4530,,4610,16222,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 129E (code 2347).,EPSG,EPSG,2002-06-22,,1,0
-2337,Xian 1980 / Gauss-Kruger zone 23,1597,projected,4530,,4610,16223,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 135E (code 2348).,EPSG,EPSG,2002-06-22,,1,0
-2338,Xian 1980 / Gauss-Kruger CM 75E,1587,projected,4530,,4610,16313,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 13 (code 2327).,EPSG,EPSG,2002-06-22,,1,0
-2339,Xian 1980 / Gauss-Kruger CM 81E,1588,projected,4530,,4610,16314,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 14 (code 2328).,EPSG,EPSG,2002-06-22,,1,0
-2340,Xian 1980 / Gauss-Kruger CM 87E,1589,projected,4530,,4610,16315,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 15 (code 2329).,EPSG,EPSG,2002-06-22,,1,0
-2341,Xian 1980 / Gauss-Kruger CM 93E,1590,projected,4530,,4610,16316,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 16 (code 2330).,EPSG,EPSG,2002-06-22,,1,0
-2342,Xian 1980 / Gauss-Kruger CM 99E,1591,projected,4530,,4610,16317,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 17 (code 2331).,EPSG,EPSG,2002-06-22,,1,0
-2343,Xian 1980 / Gauss-Kruger CM 105E,1592,projected,4530,,4610,16318,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 18 (code 2332).,EPSG,EPSG,2002-06-22,,1,0
-2344,Xian 1980 / Gauss-Kruger CM 111E,1593,projected,4530,,4610,16319,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 19 (code 2333).,EPSG,EPSG,2002-06-22,,1,0
-2345,Xian 1980 / Gauss-Kruger CM 117E,1594,projected,4530,,4610,16320,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 20 (code 2334).,EPSG,EPSG,2002-06-22,,1,0
-2346,Xian 1980 / Gauss-Kruger CM 123E,1595,projected,4530,,4610,16321,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 21 (code 2335).,EPSG,EPSG,2002-06-22,,1,0
-2347,Xian 1980 / Gauss-Kruger CM 129E,1596,projected,4530,,4610,16322,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 22 (code 2336).,EPSG,EPSG,2002-06-22,,1,0
-2348,Xian 1980 / Gauss-Kruger CM 135E,1597,projected,4530,,4610,16323,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 23 (code 2337).,EPSG,EPSG,2002-06-22,,1,0
-2349,Xian 1980 / 3-degree Gauss-Kruger zone 25,2711,projected,4530,,4610,16285,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 75E (code 2370).,EPSG,EPSG,2002-06-22,,1,0
-2350,Xian 1980 / 3-degree Gauss-Kruger zone 26,2712,projected,4530,,4610,16286,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 78E (code 2371).,EPSG,EPSG,2002-06-22,,1,0
-2351,Xian 1980 / 3-degree Gauss-Kruger zone 27,2713,projected,4530,,4610,16287,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 81E (code 2372).,EPSG,EPSG,2002-06-22,,1,0
-2352,Xian 1980 / 3-degree Gauss-Kruger zone 28,2714,projected,4530,,4610,16288,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 84E (code 2373).,EPSG,EPSG,2002-06-22,,1,0
-2353,Xian 1980 / 3-degree Gauss-Kruger zone 29,2715,projected,4530,,4610,16289,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 87E (code 2374).,EPSG,EPSG,2002-06-22,,1,0
-2354,Xian 1980 / 3-degree Gauss-Kruger zone 30,2716,projected,4530,,4610,16290,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 90E (code 2375).,EPSG,EPSG,2002-06-22,,1,0
-2355,Xian 1980 / 3-degree Gauss-Kruger zone 31,2717,projected,4530,,4610,16291,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 93E (code 2376).,EPSG,EPSG,2002-06-22,,1,0
-2356,Xian 1980 / 3-degree Gauss-Kruger zone 32,2718,projected,4530,,4610,16292,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 96E (code 2377).,EPSG,EPSG,2002-06-22,,1,0
-2357,Xian 1980 / 3-degree Gauss-Kruger zone 33,2719,projected,4530,,4610,16293,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 99E (code 2378).,EPSG,EPSG,2002-06-22,,1,0
-2358,Xian 1980 / 3-degree Gauss-Kruger zone 34,2720,projected,4530,,4610,16294,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 102E (code 2379).,EPSG,EPSG,2002-06-22,,1,0
-2359,Xian 1980 / 3-degree Gauss-Kruger zone 35,2721,projected,4530,,4610,16295,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 105E (code 2380).,EPSG,EPSG,2002-06-22,,1,0
-2360,Xian 1980 / 3-degree Gauss-Kruger zone 36,2722,projected,4530,,4610,16296,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 108E (code 2381).,EPSG,EPSG,2002-06-22,,1,0
-2361,Xian 1980 / 3-degree Gauss-Kruger zone 37,2723,projected,4530,,4610,16297,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 111E (code 2382).,EPSG,EPSG,2002-06-22,,1,0
-2362,Xian 1980 / 3-degree Gauss-Kruger zone 38,2724,projected,4530,,4610,16298,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 114E (code 2383).,EPSG,EPSG,2002-06-22,,1,0
-2363,Xian 1980 / 3-degree Gauss-Kruger zone 39,2725,projected,4530,,4610,16299,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 117E (code 2384).,EPSG,EPSG,2002-06-22,,1,0
-2364,Xian 1980 / 3-degree Gauss-Kruger zone 40,2726,projected,4530,,4610,16070,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 123E (code 2385).,EPSG,EPSG,2002-06-22,,1,0
-2365,Xian 1980 / 3-degree Gauss-Kruger zone 41,2727,projected,4530,,4610,16071,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 126E (code 2386).,EPSG,EPSG,2002-06-22,,1,0
-2366,Xian 1980 / 3-degree Gauss-Kruger zone 42,2728,projected,4530,,4610,16072,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 126E (code 2387).,EPSG,EPSG,2002-06-22,,1,0
-2367,Xian 1980 / 3-degree Gauss-Kruger zone 43,2729,projected,4530,,4610,16073,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 129E (code 2388).,EPSG,EPSG,2002-06-22,,1,0
-2368,Xian 1980 / 3-degree Gauss-Kruger zone 44,2730,projected,4530,,4610,16074,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 132E (code 2389).,EPSG,EPSG,2002-06-22,,1,0
-2369,Xian 1980 / 3-degree Gauss-Kruger zone 45,2731,projected,4530,,4610,16075,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 135E (code 2390).,EPSG,EPSG,2002-06-22,,1,0
-2370,Xian 1980 / 3-degree Gauss-Kruger CM 75E,2711,projected,4530,,4610,16313,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 25 (code 2349).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2371,Xian 1980 / 3-degree Gauss-Kruger CM 78E,2712,projected,4530,,4610,16386,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 26 (code 2350).,EPSG,EPSG,2002-06-22,,1,0
-2372,Xian 1980 / 3-degree Gauss-Kruger CM 81E,2713,projected,4530,,4610,16314,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 27 (code 2351).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2373,Xian 1980 / 3-degree Gauss-Kruger CM 84E,2714,projected,4530,,4610,16388,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 28 (code 2352).,EPSG,EPSG,2002-06-22,,1,0
-2374,Xian 1980 / 3-degree Gauss-Kruger CM 87E,2715,projected,4530,,4610,16315,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 29 (code 2353).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2375,Xian 1980 / 3-degree Gauss-Kruger CM 90E,2716,projected,4530,,4610,16390,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 30 (code 2354).,EPSG,EPSG,2002-06-22,,1,0
-2376,Xian 1980 / 3-degree Gauss-Kruger CM 93E,2717,projected,4530,,4610,16316,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 31 (code 2355).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2377,Xian 1980 / 3-degree Gauss-Kruger CM 96E,2718,projected,4530,,4610,16392,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 32 (code 2356).,EPSG,EPSG,2002-06-22,,1,0
-2378,Xian 1980 / 3-degree Gauss-Kruger CM 99E,2719,projected,4530,,4610,16317,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 33 (code 2357).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2379,Xian 1980 / 3-degree Gauss-Kruger CM 102E,2720,projected,4530,,4610,16394,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 34 (code 2358).,EPSG,EPSG,2002-06-22,,1,0
-2380,Xian 1980 / 3-degree Gauss-Kruger CM 105E,2721,projected,4530,,4610,16318,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 35 (code 2359).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2381,Xian 1980 / 3-degree Gauss-Kruger CM 108E,2722,projected,4530,,4610,16396,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 36 (code 2360).,EPSG,EPSG,2002-06-22,,1,0
-2382,Xian 1980 / 3-degree Gauss-Kruger CM 111E,2723,projected,4530,,4610,16319,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 37 (code 2361).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2383,Xian 1980 / 3-degree Gauss-Kruger CM 114E,2724,projected,4530,,4610,16398,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 38 (code 2362).,EPSG,EPSG,2002-06-22,,1,0
-2384,Xian 1980 / 3-degree Gauss-Kruger CM 117E,2725,projected,4530,,4610,16320,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 39 (code 2363).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2385,Xian 1980 / 3-degree Gauss-Kruger CM 120E,2726,projected,4530,,4610,16170,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 40 (code 2364).,EPSG,EPSG,2002-06-22,,1,0
-2386,Xian 1980 / 3-degree Gauss-Kruger CM 123E,2727,projected,4530,,4610,16321,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 41 (code 2365).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2387,Xian 1980 / 3-degree Gauss-Kruger CM 126E,2728,projected,4530,,4610,16172,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 42 (code 2366).,EPSG,EPSG,2002-06-22,,1,0
-2388,Xian 1980 / 3-degree Gauss-Kruger CM 129E,2729,projected,4530,,4610,16322,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 43 (code 2367).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2389,Xian 1980 / 3-degree Gauss-Kruger CM 132E,2730,projected,4530,,4610,16174,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 44 (code 2368).,EPSG,EPSG,2002-06-22,,1,0
-2390,Xian 1980 / 3-degree Gauss-Kruger CM 135E,2731,projected,4530,,4610,16323,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 45 (code 2369).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2391,KKJ / Finland zone 1,1536,projected,4530,,4123,18191,,,Large and medium scale topographic mapping and engineering survey.,,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2006-03-31,2006.27,1,0
-2392,KKJ / Finland zone 2,1537,projected,4530,,4123,18192,,,Large and medium scale topographic mapping and engineering survey.,,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,1997-07-22,,1,0
-2393,KKJ / Finland Uniform Coordinate System,1538,projected,4530,,4123,18193,,,Large and medium scale topographic mapping and engineering survey.,Known as Uniform Coordinate System when used over all country and also as Basic Coordinate System zone 3 at larger scales.,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2005-05-27,2005.18,1,0
-2394,KKJ / Finland zone 4,1539,projected,4530,,4123,18194,,,Large and medium scale topographic mapping and engineering survey.,,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2006-03-31,2006.27,1,0
-2395,South Yemen / Gauss-Kruger zone 8,1492,projected,4530,,4164,16208,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2002-06-22,,1,0
-2396,South Yemen / Gauss-Kruger zone 9,1493,projected,4530,,4164,16209,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2002-06-22,,1,0
-2397,Pulkovo 1942(83) / Gauss-Kruger zone 3,1512,projected,4530,,4178,16263,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",In Thuringen replaced by PD/83 / Gauss Kruger zone 3.,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-06-12,2005.18 2006.41,1,0
-2398,Pulkovo 1942(83) / Gauss-Kruger zone 4,1513,projected,4530,,4178,16264,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.","In Brandenburg replaced by ETRS89 / UTM zone 33N.
-In Sachsen replaced by RD/83 / Gauss Kruger zone 4.
-In Thuringen replaced by PD/83 / Gauss Kruger zone 4.",Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-06-12,2005.18 2006.41,1,0
-2399,Pulkovo 1942(83) / Gauss-Kruger zone 5,1514,projected,4530,,4178,16265,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.","In Brandenburg replaced by ETRS89 / UTM zone 33N.
-In Sachsen replaced by RD/83 / Gauss Kruger zone 5.",Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-02-12,2005.18 2006.41 2007.021,1,0
-2400,RT90 2.5 gon W,1225,projected,4530,,4124,19929,,,"Topographic mapping, engineering survey, cadastre.",Supersedes RT38 2.5 gon W (code 30800).,National Land Survey of Sweden,EPSG,1997-11-13,,1,1
-2401,Beijing 1954 / 3-degree Gauss-Kruger zone 25,2711,projected,4530,,4214,16285,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 75E (code 2422). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 25 (code 2349).,EPSG,EPSG,2002-06-22,,1,0
-2402,Beijing 1954 / 3-degree Gauss-Kruger zone 26,2712,projected,4530,,4214,16286,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 78E (code 2423). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 26 (code 2350).,EPSG,EPSG,2002-06-22,,1,0
-2403,Beijing 1954 / 3-degree Gauss-Kruger zone 27,2713,projected,4530,,4214,16287,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 81E (code 2424). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 27 (code 2351).,EPSG,EPSG,2002-06-22,,1,0
-2404,Beijing 1954 / 3-degree Gauss-Kruger zone 28,2714,projected,4530,,4214,16288,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 84E (code 2425). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 28 (code 2352).,EPSG,EPSG,2002-06-22,,1,0
-2405,Beijing 1954 / 3-degree Gauss-Kruger zone 29,2715,projected,4530,,4214,16289,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 87E (code 2426). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 29 (code 2353).,EPSG,EPSG,2002-06-22,,1,0
-2406,Beijing 1954 / 3-degree Gauss-Kruger zone 30,2716,projected,4530,,4214,16290,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 90E (code 2427). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 30 (code 2354).,EPSG,EPSG,2002-06-22,,1,0
-2407,Beijing 1954 / 3-degree Gauss-Kruger zone 31,2717,projected,4530,,4214,16291,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 93E (code 2428). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 31 (code 2355).,EPSG,EPSG,2002-06-22,,1,0
-2408,Beijing 1954 / 3-degree Gauss-Kruger zone 32,2718,projected,4530,,4214,16292,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 96E (code 2429). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 32 (code 2356).,EPSG,EPSG,2002-06-22,,1,0
-2409,Beijing 1954 / 3-degree Gauss-Kruger zone 33,2719,projected,4530,,4214,16293,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 99E (code 2430). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 33 (code 2357).,EPSG,EPSG,2002-06-22,,1,0
-2410,Beijing 1954 / 3-degree Gauss-Kruger zone 34,2720,projected,4530,,4214,16294,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 102E (code 2431). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 34 (code 2358).,EPSG,EPSG,2002-06-22,,1,0
-2411,Beijing 1954 / 3-degree Gauss-Kruger zone 35,2721,projected,4530,,4214,16295,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 105E (code 2432). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 35 (code 2359).,EPSG,EPSG,2002-06-22,,1,0
-2412,Beijing 1954 / 3-degree Gauss-Kruger zone 36,2722,projected,4530,,4214,16296,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 108E (code 2433). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 36 (code 2360).,EPSG,EPSG,2002-06-22,,1,0
-2413,Beijing 1954 / 3-degree Gauss-Kruger zone 37,2723,projected,4530,,4214,16297,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 111E (code 2434). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 37 (code 2361).,EPSG,EPSG,2002-06-22,,1,0
-2414,Beijing 1954 / 3-degree Gauss-Kruger zone 38,2724,projected,4530,,4214,16298,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 114E (code 2435). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 38 (code 2362).,EPSG,EPSG,2002-06-22,,1,0
-2415,Beijing 1954 / 3-degree Gauss-Kruger zone 39,2725,projected,4530,,4214,16299,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 117E (code 2436). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 39 (code 2363).,EPSG,EPSG,2002-06-22,,1,0
-2416,Beijing 1954 / 3-degree Gauss-Kruger zone 40,2726,projected,4530,,4214,16070,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 120E (code 2437). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 40 (code 2364).,EPSG,EPSG,2002-06-22,,1,0
-2417,Beijing 1954 / 3-degree Gauss-Kruger zone 41,2727,projected,4530,,4214,16071,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 123E (code 2438). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 41 (code 2365).,EPSG,EPSG,2002-06-22,,1,0
-2418,Beijing 1954 / 3-degree Gauss-Kruger zone 42,2728,projected,4530,,4214,16072,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 126E (code 2439). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 42 (code 2366).,EPSG,EPSG,2002-06-22,,1,0
-2419,Beijing 1954 / 3-degree Gauss-Kruger zone 43,2729,projected,4530,,4214,16073,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 129E (code 2440). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 43 (code 2367).,EPSG,EPSG,2002-06-22,,1,0
-2420,Beijing 1954 / 3-degree Gauss-Kruger zone 44,2730,projected,4530,,4214,16074,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 132E (code 2441). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 44 (code 2368).,EPSG,EPSG,2002-06-22,,1,0
-2421,Beijing 1954 / 3-degree Gauss-Kruger zone 45,2731,projected,4530,,4214,16075,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 135E (code 2442). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 45 (code 2369).,EPSG,EPSG,2002-06-22,,1,0
-2422,Beijing 1954 / 3-degree Gauss-Kruger CM 75E,2711,projected,4530,,4214,16313,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 25 (code 2401). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 75E (code 2370).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2423,Beijing 1954 / 3-degree Gauss-Kruger CM 78E,2712,projected,4530,,4214,16386,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 26 (code 2402). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 78E (code 2371).,EPSG,EPSG,2002-06-22,,1,0
-2424,Beijing 1954 / 3-degree Gauss-Kruger CM 81E,2713,projected,4530,,4214,16314,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 27 (code 2403). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 81E (code 2372).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2425,Beijing 1954 / 3-degree Gauss-Kruger CM 84E,2714,projected,4530,,4214,16388,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 28 (code 2404). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 84E (code 2373).,EPSG,EPSG,2002-06-22,,1,0
-2426,Beijing 1954 / 3-degree Gauss-Kruger CM 87E,2715,projected,4530,,4214,16315,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 29 (code 2405). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 87E (code 2374).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2427,Beijing 1954 / 3-degree Gauss-Kruger CM 90E,2716,projected,4530,,4214,16390,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 30 (code 2406). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 90E (code 2375).,EPSG,EPSG,2002-06-22,,1,0
-2428,Beijing 1954 / 3-degree Gauss-Kruger CM 93E,2717,projected,4530,,4214,16316,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 31 (code 2407). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 93E (code 2376).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2429,Beijing 1954 / 3-degree Gauss-Kruger CM 96E,2718,projected,4530,,4214,16392,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 32 (code 2408). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 96E (code 2377).,EPSG,EPSG,2002-06-22,,1,0
-2430,Beijing 1954 / 3-degree Gauss-Kruger CM 99E,2719,projected,4530,,4214,16317,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 33 (code 2409). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 99E (code 2378).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2431,Beijing 1954 / 3-degree Gauss-Kruger CM 102E,2720,projected,4530,,4214,16394,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 45 (code 2421). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 102E (code 2379).,EPSG,EPSG,2002-06-22,,1,0
-2432,Beijing 1954 / 3-degree Gauss-Kruger CM 105E,2721,projected,4530,,4214,16318,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 35 (code 2411). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 105E (code 2380).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2433,Beijing 1954 / 3-degree Gauss-Kruger CM 108E,2722,projected,4530,,4214,16396,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 36 (code 2412). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 108E (code 2381).,EPSG,EPSG,2002-06-22,,1,0
-2434,Beijing 1954 / 3-degree Gauss-Kruger CM 111E,2723,projected,4530,,4214,16319,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 37 (code 2413). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 111E (code 2382).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2435,Beijing 1954 / 3-degree Gauss-Kruger CM 114E,2724,projected,4530,,4214,16398,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 38 (code 2414). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 114E (code 2383).,EPSG,EPSG,2002-06-22,,1,0
-2436,Beijing 1954 / 3-degree Gauss-Kruger CM 117E,2725,projected,4530,,4214,16320,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 39 (code 2415). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 117E (code 2384).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2437,Beijing 1954 / 3-degree Gauss-Kruger CM 120E,2726,projected,4530,,4214,16170,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 40 (code 2416). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 120E (code 2385).,EPSG,EPSG,2002-06-22,,1,0
-2438,Beijing 1954 / 3-degree Gauss-Kruger CM 123E,2727,projected,4530,,4214,16321,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 41 (code 2417). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 123E (code 2386).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2439,Beijing 1954 / 3-degree Gauss-Kruger CM 126E,2728,projected,4530,,4214,16172,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 42 (code 2418). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 126E (code 2387).,EPSG,EPSG,2002-06-22,,1,0
-2440,Beijing 1954 / 3-degree Gauss-Kruger CM 129E,2729,projected,4530,,4214,16322,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 43 (code 2419). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 129E (code 2388).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2441,Beijing 1954 / 3-degree Gauss-Kruger CM 132E,2730,projected,4530,,4214,16174,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 44 (code 2420). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 132E (code 2389).,EPSG,EPSG,2002-06-22,,1,0
-2442,Beijing 1954 / 3-degree Gauss-Kruger CM 135E,2731,projected,4530,,4214,16323,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 45 (code 2421). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 135E (code 2390).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2443,JGD2000 / Japan Plane Rectangular CS I,1854,projected,4530,,4612,17801,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS I (code 30161).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2444,JGD2000 / Japan Plane Rectangular CS II,1855,projected,4530,,4612,17802,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS II (code 30162).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2445,JGD2000 / Japan Plane Rectangular CS III,1856,projected,4530,,4612,17803,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS III (code 30163).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2446,JGD2000 / Japan Plane Rectangular CS IV,1857,projected,4530,,4612,17804,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS IV (code 30164).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2447,JGD2000 / Japan Plane Rectangular CS V,1858,projected,4530,,4612,17805,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS V (code 30165).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2448,JGD2000 / Japan Plane Rectangular CS VI,1859,projected,4530,,4612,17806,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS VI (code 30166).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2449,JGD2000 / Japan Plane Rectangular CS VII,1860,projected,4530,,4612,17807,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS VII (code 30167).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2450,JGD2000 / Japan Plane Rectangular CS VIII,1861,projected,4530,,4612,17808,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS VIII (code 30168).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2451,JGD2000 / Japan Plane Rectangular CS IX,1862,projected,4530,,4612,17809,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS IX (code 30169).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2452,JGD2000 / Japan Plane Rectangular CS X,1863,projected,4530,,4612,17810,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS X (code 30170).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2453,JGD2000 / Japan Plane Rectangular CS XI,1864,projected,4530,,4612,17811,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XI (code 30171).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2454,JGD2000 / Japan Plane Rectangular CS XII,1865,projected,4530,,4612,17812,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XII (code 30172).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2455,JGD2000 / Japan Plane Rectangular CS XIII,1866,projected,4530,,4612,17813,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XIII (code 30173).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2456,JGD2000 / Japan Plane Rectangular CS XIV,1867,projected,4530,,4612,17814,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XIV (code 30174).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2457,JGD2000 / Japan Plane Rectangular CS XV,1868,projected,4530,,4612,17815,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XV (code 30175).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2458,JGD2000 / Japan Plane Rectangular CS XVI,1869,projected,4530,,4612,17816,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XVI (code 30176).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2459,JGD2000 / Japan Plane Rectangular CS XVII,1870,projected,4530,,4612,17817,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XVII (code 30177).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2460,JGD2000 / Japan Plane Rectangular CS XVIII,1871,projected,4530,,4612,17818,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XVIII (code 30178).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2461,JGD2000 / Japan Plane Rectangular CS XIX,1872,projected,4530,,4612,17819,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XIX (code 30179).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,,1,0
-2462,Albanian 1987 / Gauss-Kruger zone 4,1025,projected,4530,,4191,16204,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-2463,Pulkovo 1995 / Gauss-Kruger CM 21E,1763,projected,4530,,4200,16304,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 4 (code 20004).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,0
-2464,Pulkovo 1995 / Gauss-Kruger CM 27E,1764,projected,4530,,4200,16305,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 5 (code 20005).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2465,Pulkovo 1995 / Gauss-Kruger CM 33E,1765,projected,4530,,4200,16306,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 6 (code 20006).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2466,Pulkovo 1995 / Gauss-Kruger CM 39E,1766,projected,4530,,4200,16307,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 7 (code 20007).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2467,Pulkovo 1995 / Gauss-Kruger CM 45E,1767,projected,4530,,4200,16308,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 8 (code 20008).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2468,Pulkovo 1995 / Gauss-Kruger CM 51E,1768,projected,4530,,4200,16309,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 9 (code 20009).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2469,Pulkovo 1995 / Gauss-Kruger CM 57E,1769,projected,4530,,4200,16310,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 10 (code 20010).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2470,Pulkovo 1995 / Gauss-Kruger CM 63E,1770,projected,4530,,4200,16311,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 11 (code 20011).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2471,Pulkovo 1995 / Gauss-Kruger CM 69E,1771,projected,4530,,4200,16312,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 12 (code 20012).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2472,Pulkovo 1995 / Gauss-Kruger CM 75E,1772,projected,4530,,4200,16313,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 13 (code 20013).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2473,Pulkovo 1995 / Gauss-Kruger CM 81E,1773,projected,4530,,4200,16314,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 14 (code 20014).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2474,Pulkovo 1995 / Gauss-Kruger CM 87E,1774,projected,4530,,4200,16315,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 15 (code 20015).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2475,Pulkovo 1995 / Gauss-Kruger CM 93E,1775,projected,4530,,4200,16316,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 16 (code 20016).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2476,Pulkovo 1995 / Gauss-Kruger CM 99E,1776,projected,4530,,4200,16317,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 17 (code 20017).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2477,Pulkovo 1995 / Gauss-Kruger CM 105E,1777,projected,4530,,4200,16318,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 18 (code 20018).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2478,Pulkovo 1995 / Gauss-Kruger CM 111E,1778,projected,4530,,4200,16319,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 19 (code 20019).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2479,Pulkovo 1995 / Gauss-Kruger CM 117E,1779,projected,4530,,4200,16320,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 20 (code 20020).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2480,Pulkovo 1995 / Gauss-Kruger CM 123E,1780,projected,4530,,4200,16321,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 21 (code 20021).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2481,Pulkovo 1995 / Gauss-Kruger CM 129E,1781,projected,4530,,4200,16322,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 22 (code 20022).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2482,Pulkovo 1995 / Gauss-Kruger CM 135E,1782,projected,4530,,4200,16323,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 23 (code 20023).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2483,Pulkovo 1995 / Gauss-Kruger CM 141E,1783,projected,4530,,4200,16324,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 24 (code 20024).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2484,Pulkovo 1995 / Gauss-Kruger CM 147E,1784,projected,4530,,4200,16325,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 25 (code 20025).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2485,Pulkovo 1995 / Gauss-Kruger CM 153E,1785,projected,4530,,4200,16326,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 26 (code 20026).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2486,Pulkovo 1995 / Gauss-Kruger CM 159E,1786,projected,4530,,4200,16327,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 27 (code 20027).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2487,Pulkovo 1995 / Gauss-Kruger CM 165E,1787,projected,4530,,4200,16328,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 28 (code 20028).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2488,Pulkovo 1995 / Gauss-Kruger CM 171E,1788,projected,4530,,4200,16329,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 29 (code 20029).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2489,Pulkovo 1995 / Gauss-Kruger CM 177E,1789,projected,4530,,4200,16330,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 30 (code 20030).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2490,Pulkovo 1995 / Gauss-Kruger CM 177W,1790,projected,4530,,4200,16331,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 31 (code 20031).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2491,Pulkovo 1995 / Gauss-Kruger CM 171W,1791,projected,4530,,4200,16332,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 32 (code 20032).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,,1,0
-2492,Pulkovo 1942 / Gauss-Kruger CM 9E,1805,projected,4530,,4284,16302,,,Military mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 2 (code 28402).,EPSG,EPSG,2002-06-22,,1,0
-2493,Pulkovo 1942 / Gauss-Kruger CM 15E,1792,projected,4530,,4284,16303,,,Military mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 3 (code 28403).,EPSG,EPSG,2002-06-22,,1,0
-2494,Pulkovo 1942 / Gauss-Kruger CM 21E,1793,projected,4530,,4284,16304,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 4 (code 28404).,EPSG,EPSG,2002-06-22,,1,0
-2495,Pulkovo 1942 / Gauss-Kruger CM 27E,1794,projected,4530,,4284,16305,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 5 (code 28405).,EPSG,EPSG,2002-06-22,,1,0
-2496,Pulkovo 1942 / Gauss-Kruger CM 33E,1795,projected,4530,,4284,16306,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 6 (code 28406).,EPSG,EPSG,2002-06-22,,1,0
-2497,Pulkovo 1942 / Gauss-Kruger CM 39E,1796,projected,4530,,4284,16307,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 7 (code 28407).,EPSG,EPSG,2002-06-22,,1,0
-2498,Pulkovo 1942 / Gauss-Kruger CM 45E,1797,projected,4530,,4284,16308,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 8 (code 28408).,EPSG,EPSG,2002-06-22,,1,0
-2499,Pulkovo 1942 / Gauss-Kruger CM 51E,1798,projected,4530,,4284,16309,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 9 (code 28409).,EPSG,EPSG,2002-06-22,,1,0
-2500,Pulkovo 1942 / Gauss-Kruger CM 57E,1799,projected,4530,,4284,16310,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 10 (code 28410).,EPSG,EPSG,2002-06-22,,1,0
-2501,Pulkovo 1942 / Gauss-Kruger CM 63E,1800,projected,4530,,4284,16311,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 11 (code 28411).,EPSG,EPSG,2002-06-22,,1,0
-2502,Pulkovo 1942 / Gauss-Kruger CM 69E,1801,projected,4530,,4284,16312,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 12 (code 28412).,EPSG,EPSG,2002-06-22,,1,0
-2503,Pulkovo 1942 / Gauss-Kruger CM 75E,1802,projected,4530,,4284,16313,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 13 (code 28413).,EPSG,EPSG,2002-06-22,,1,0
-2504,Pulkovo 1942 / Gauss-Kruger CM 81E,1803,projected,4530,,4284,16314,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 14 (code 28414).,EPSG,EPSG,2002-06-22,,1,0
-2505,Pulkovo 1942 / Gauss-Kruger CM 87E,1804,projected,4530,,4284,16315,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 15 (code 28415).,EPSG,EPSG,2002-06-22,,1,0
-2506,Pulkovo 1942 / Gauss-Kruger CM 93E,1775,projected,4530,,4284,16316,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 16 (code 28416).,EPSG,EPSG,2002-06-22,,1,0
-2507,Pulkovo 1942 / Gauss-Kruger CM 99E,1776,projected,4530,,4284,16317,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 17 (code 28417).,EPSG,EPSG,2002-06-22,,1,0
-2508,Pulkovo 1942 / Gauss-Kruger CM 105E,1777,projected,4530,,4284,16318,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 18 (code 28418).,EPSG,EPSG,2002-06-22,,1,0
-2509,Pulkovo 1942 / Gauss-Kruger CM 111E,1778,projected,4530,,4284,16319,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 19 (code 28419).,EPSG,EPSG,2002-06-22,,1,0
-2510,Pulkovo 1942 / Gauss-Kruger CM 117E,1779,projected,4530,,4284,16320,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 20 (code 28420).,EPSG,EPSG,2002-06-22,,1,0
-2511,Pulkovo 1942 / Gauss-Kruger CM 123E,1780,projected,4530,,4284,16321,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 21 (code 28421).,EPSG,EPSG,2002-06-22,,1,0
-2512,Pulkovo 1942 / Gauss-Kruger CM 129E,1781,projected,4530,,4284,16322,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 22 (code 28422).,EPSG,EPSG,2002-06-22,,1,0
-2513,Pulkovo 1942 / Gauss-Kruger CM 135E,1782,projected,4530,,4284,16323,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 23 (code 28423).,EPSG,EPSG,2002-06-22,,1,0
-2514,Pulkovo 1942 / Gauss-Kruger CM 141E,1783,projected,4530,,4284,16324,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 24 (code 28424).,EPSG,EPSG,2002-06-22,,1,0
-2515,Pulkovo 1942 / Gauss-Kruger CM 147E,1784,projected,4530,,4284,16325,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 25 (code 28425).,EPSG,EPSG,2002-06-22,,1,0
-2516,Pulkovo 1942 / Gauss-Kruger CM 153E,1785,projected,4530,,4284,16326,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 26 (code 28426).,EPSG,EPSG,2002-06-22,,1,0
-2517,Pulkovo 1942 / Gauss-Kruger CM 159E,1786,projected,4530,,4284,16327,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 27 (code 28427).,EPSG,EPSG,2002-06-22,,1,0
-2518,Pulkovo 1942 / Gauss-Kruger CM 165E,1787,projected,4530,,4284,16328,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 28 (code 28428).,EPSG,EPSG,2002-06-22,,1,0
-2519,Pulkovo 1942 / Gauss-Kruger CM 171E,1788,projected,4530,,4284,16329,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 29 (code 28429).,EPSG,EPSG,2002-06-22,,1,0
-2520,Pulkovo 1942 / Gauss-Kruger CM 177E,1789,projected,4530,,4284,16330,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 30 (code 28430).,EPSG,EPSG,2002-06-22,,1,0
-2521,Pulkovo 1942 / Gauss-Kruger CM 177W,1790,projected,4530,,4284,16331,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 31 (code 28431).,EPSG,EPSG,2002-06-22,,1,0
-2522,Pulkovo 1942 / Gauss-Kruger CM 171W,1791,projected,4530,,4284,16332,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 32 (code 28432).,EPSG,EPSG,2002-06-22,,1,0
-2523,Pulkovo 1942 / 3-degree Gauss-Kruger zone 7,2653,projected,4530,,4284,16267,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 21E (code 2582).,EPSG,EPSG,2002-06-22,,1,0
-2524,Pulkovo 1942 / 3-degree Gauss-Kruger zone 8,2654,projected,4530,,4284,16268,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 24E (code 2583).,EPSG,EPSG,2002-06-22,,1,0
-2525,Pulkovo 1942 / 3-degree Gauss-Kruger zone 9,2655,projected,4530,,4284,16269,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 27E (code 2584).,EPSG,EPSG,2002-06-22,,1,0
-2526,Pulkovo 1942 / 3-degree Gauss-Kruger zone 10,2656,projected,4530,,4284,16270,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 30E (code 2585).,EPSG,EPSG,2002-06-22,,1,0
-2527,Pulkovo 1942 / 3-degree Gauss-Kruger zone 11,2657,projected,4530,,4284,16271,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 33E (code 2586).,EPSG,EPSG,2002-06-22,,1,0
-2528,Pulkovo 1942 / 3-degree Gauss-Kruger zone 12,2658,projected,4530,,4284,16272,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 36E (code 2587).,EPSG,EPSG,2002-06-22,,1,0
-2529,Pulkovo 1942 / 3-degree Gauss-Kruger zone 13,2659,projected,4530,,4284,16273,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 39E (code 2588).,EPSG,EPSG,2002-06-22,,1,0
-2530,Pulkovo 1942 / 3-degree Gauss-Kruger zone 14,2660,projected,4530,,4284,16274,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 42E (code 2589).,EPSG,EPSG,2002-06-22,,1,0
-2531,Pulkovo 1942 / 3-degree Gauss-Kruger zone 15,2661,projected,4530,,4284,16275,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 45E (code 2590).,EPSG,EPSG,2002-06-22,,1,0
-2532,Pulkovo 1942 / 3-degree Gauss-Kruger zone 16,2662,projected,4530,,4284,16276,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 48E (code 2591).,EPSG,EPSG,2002-06-22,,1,0
-2533,Pulkovo 1942 / 3-degree Gauss-Kruger zone 17,2663,projected,4530,,4284,16277,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 51E (code 2592).,EPSG,EPSG,2002-06-22,,1,0
-2534,Pulkovo 1942 / 3-degree Gauss-Kruger zone 18,2664,projected,4530,,4284,16278,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 54E (code 2593).,EPSG,EPSG,2002-06-22,,1,0
-2535,Pulkovo 1942 / 3-degree Gauss-Kruger zone 19,2665,projected,4530,,4284,16279,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 57E (code 2594).,EPSG,EPSG,2002-06-22,,1,0
-2536,Pulkovo 1942 / 3-degree Gauss-Kruger zone 20,2666,projected,4530,,4284,16280,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 60E (code 2595).,EPSG,EPSG,2002-06-22,,1,0
-2537,Pulkovo 1942 / 3-degree Gauss-Kruger zone 21,2667,projected,4530,,4284,16281,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 63E (code 2596).,EPSG,EPSG,2002-06-22,,1,0
-2538,Pulkovo 1942 / 3-degree Gauss-Kruger zone 22,2668,projected,4530,,4284,16282,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 66E (code 2597).,EPSG,EPSG,2002-06-22,,1,0
-2539,Pulkovo 1942 / 3-degree Gauss-Kruger zone 23,2669,projected,4530,,4284,16283,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 69E (code 2598).,EPSG,EPSG,2002-06-22,,1,0
-2540,Pulkovo 1942 / 3-degree Gauss-Kruger zone 24,2670,projected,4530,,4284,16284,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 72E (code 2599).,EPSG,EPSG,2002-06-22,,1,0
-2541,Pulkovo 1942 / 3-degree Gauss-Kruger zone 25,2671,projected,4530,,4284,16285,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 75E (code 2601).,EPSG,EPSG,2002-06-22,,1,0
-2542,Pulkovo 1942 / 3-degree Gauss-Kruger zone 26,2672,projected,4530,,4284,16286,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 78E (code 2602).,EPSG,EPSG,2002-06-22,,1,0
-2543,Pulkovo 1942 / 3-degree Gauss-Kruger zone 27,2673,projected,4530,,4284,16287,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 81E (code 2603).,EPSG,EPSG,2002-06-22,,1,0
-2544,Pulkovo 1942 / 3-degree Gauss-Kruger zone 28,2674,projected,4530,,4284,16288,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 84E (code 2604).,EPSG,EPSG,2002-06-22,,1,0
-2545,Pulkovo 1942 / 3-degree Gauss-Kruger zone 29,2675,projected,4530,,4284,16289,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 87E (code 2605).,EPSG,EPSG,2002-06-22,,1,0
-2546,Pulkovo 1942 / 3-degree Gauss-Kruger zone 30,2676,projected,4530,,4284,16290,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 90E (code 2606).,EPSG,EPSG,2002-06-22,,1,0
-2547,Pulkovo 1942 / 3-degree Gauss-Kruger zone 31,2677,projected,4530,,4284,16291,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 93E (code 2607).,EPSG,EPSG,2002-06-22,,1,0
-2548,Pulkovo 1942 / 3-degree Gauss-Kruger zone 32,2678,projected,4530,,4284,16292,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 96E (code 2608).,EPSG,EPSG,2002-06-22,,1,0
-2549,Pulkovo 1942 / 3-degree Gauss-Kruger zone 33,2679,projected,4530,,4284,16293,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 99E (code 2609).,EPSG,EPSG,2002-06-22,,1,0
-2550,Samboja / UTM zone 50S,1328,projected,4400,,4125,16150,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,1
-2551,Pulkovo 1942 / 3-degree Gauss-Kruger zone 34,2680,projected,4530,,4284,16294,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 102E (code 2610).,EPSG,EPSG,2002-06-22,,1,0
-2552,Pulkovo 1942 / 3-degree Gauss-Kruger zone 35,2681,projected,4530,,4284,16295,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 105E (code 2611).,EPSG,EPSG,2002-06-22,,1,0
-2553,Pulkovo 1942 / 3-degree Gauss-Kruger zone 36,2682,projected,4530,,4284,16296,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 108E (code 2612).,EPSG,EPSG,2002-06-22,,1,0
-2554,Pulkovo 1942 / 3-degree Gauss-Kruger zone 37,2683,projected,4530,,4284,16297,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 111E (code 2613).,EPSG,EPSG,2002-06-22,,1,0
-2555,Pulkovo 1942 / 3-degree Gauss-Kruger zone 38,2684,projected,4530,,4284,16298,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 114E (code 2614).,EPSG,EPSG,2002-06-22,,1,0
-2556,Pulkovo 1942 / 3-degree Gauss-Kruger zone 39,2685,projected,4530,,4284,16299,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 117E (code 2615).,EPSG,EPSG,2002-06-22,,1,0
-2557,Pulkovo 1942 / 3-degree Gauss-Kruger zone 40,2686,projected,4530,,4284,16070,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 120E (code 2616).,EPSG,EPSG,2002-06-22,,1,0
-2558,Pulkovo 1942 / 3-degree Gauss-Kruger zone 41,2687,projected,4530,,4284,16071,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 123E (code 2617).,EPSG,EPSG,2002-06-22,,1,0
-2559,Pulkovo 1942 / 3-degree Gauss-Kruger zone 42,2688,projected,4530,,4284,16072,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 126E (code 2618).,EPSG,EPSG,2002-06-22,,1,0
-2560,Pulkovo 1942 / 3-degree Gauss-Kruger zone 43,2689,projected,4530,,4284,16073,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 129E (code 2619).,EPSG,EPSG,2002-06-22,,1,0
-2561,Pulkovo 1942 / 3-degree Gauss-Kruger zone 44,2690,projected,4530,,4284,16074,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 132E (code 2620).,EPSG,EPSG,2002-06-22,,1,0
-2562,Pulkovo 1942 / 3-degree Gauss-Kruger zone 45,2691,projected,4530,,4284,16075,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 135E (code 2621).,EPSG,EPSG,2002-06-22,,1,0
-2563,Pulkovo 1942 / 3-degree Gauss-Kruger zone 46,2692,projected,4530,,4284,16076,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 138E (code 2622).,EPSG,EPSG,2002-06-22,,1,0
-2564,Pulkovo 1942 / 3-degree Gauss-Kruger zone 47,2693,projected,4530,,4284,16077,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 141E (code 2623).,EPSG,EPSG,2002-06-22,,1,0
-2565,Pulkovo 1942 / 3-degree Gauss-Kruger zone 48,2694,projected,4530,,4284,16078,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 144E (code 2624).,EPSG,EPSG,2002-06-22,,1,0
-2566,Pulkovo 1942 / 3-degree Gauss-Kruger zone 49,2695,projected,4530,,4284,16079,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 147E (code 2625).,EPSG,EPSG,2002-06-22,,1,0
-2567,Pulkovo 1942 / 3-degree Gauss-Kruger zone 50,2696,projected,4530,,4284,16080,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 150E (code 2626).,EPSG,EPSG,2002-06-22,,1,0
-2568,Pulkovo 1942 / 3-degree Gauss-Kruger zone 51,2697,projected,4530,,4284,16081,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 153E (code 2627).,EPSG,EPSG,2002-06-22,,1,0
-2569,Pulkovo 1942 / 3-degree Gauss-Kruger zone 52,2698,projected,4530,,4284,16082,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 156E (code 2628).,EPSG,EPSG,2002-06-22,,1,0
-2570,Pulkovo 1942 / 3-degree Gauss-Kruger zone 53,2699,projected,4530,,4284,16083,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 159E (code 2629).,EPSG,EPSG,2002-06-22,,1,0
-2571,Pulkovo 1942 / 3-degree Gauss-Kruger zone 54,2700,projected,4530,,4284,16084,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 162E (code 2630).,EPSG,EPSG,2002-06-22,,1,0
-2572,Pulkovo 1942 / 3-degree Gauss-Kruger zone 55,2701,projected,4530,,4284,16085,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 165E (code 2631).,EPSG,EPSG,2002-06-22,,1,0
-2573,Pulkovo 1942 / 3-degree Gauss-Kruger zone 56,2702,projected,4530,,4284,16086,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 168E (code 2632).,EPSG,EPSG,2002-06-22,,1,0
-2574,Pulkovo 1942 / 3-degree Gauss-Kruger zone 57,2703,projected,4530,,4284,16087,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 171E (code 2633).,EPSG,EPSG,2002-06-22,,1,0
-2575,Pulkovo 1942 / 3-degree Gauss-Kruger zone 58,2704,projected,4530,,4284,16088,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 174E (code 2634).,EPSG,EPSG,2002-06-22,,1,0
-2576,Pulkovo 1942 / 3-degree Gauss-Kruger zone 59,2705,projected,4530,,4284,16089,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 177E (code 2635).,EPSG,EPSG,2002-06-22,,1,0
-2577,Pulkovo 1942 / 3-degree Gauss-Kruger zone 60,2706,projected,4530,,4284,16090,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 180E (code 2636).,EPSG,EPSG,2002-06-22,,1,1
-2578,Pulkovo 1942 / 3-degree Gauss-Kruger zone 61,2707,projected,4530,,4284,16091,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 177W (code 2637).,EPSG,EPSG,2002-06-22,,1,0
-2579,Pulkovo 1942 / 3-degree Gauss-Kruger zone 62,2708,projected,4530,,4284,16092,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 174W (code 2638).,EPSG,EPSG,2002-06-22,,1,0
-2580,Pulkovo 1942 / 3-degree Gauss-Kruger zone 63,2709,projected,4530,,4284,16093,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 171W (code 2639).,EPSG,EPSG,2002-06-22,,1,0
-2581,Pulkovo 1942 / 3-degree Gauss-Kruger zone 64,2710,projected,4530,,4284,16094,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 168W (code 2640).,EPSG,EPSG,2002-06-22,,1,0
-2582,Pulkovo 1942 / 3-degree Gauss-Kruger CM 21E,2653,projected,4530,,4284,16304,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 7 (code 2523).,EPSG,EPSG,2006-07-22,2006.59 2006.592,1,0
-2583,Pulkovo 1942 / 3-degree Gauss-Kruger CM 24E,2654,projected,4530,,4284,16368,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 8 (code 2524).,EPSG,EPSG,2002-06-22,,1,0
-2584,Pulkovo 1942 / 3-degree Gauss-Kruger CM 27E,2655,projected,4530,,4284,16305,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 9 (code 2525).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2585,Pulkovo 1942 / 3-degree Gauss-Kruger CM 30E,2656,projected,4530,,4284,16370,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 10 (code 2526).,EPSG,EPSG,2002-06-22,,1,0
-2586,Pulkovo 1942 / 3-degree Gauss-Kruger CM 33E,2657,projected,4530,,4284,16306,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 11 (code 2527).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2587,Pulkovo 1942 / 3-degree Gauss-Kruger CM 36E,2658,projected,4530,,4284,16372,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 12 (code 2528).,EPSG,EPSG,2002-06-22,,1,0
-2588,Pulkovo 1942 / 3-degree Gauss-Kruger CM 39E,2659,projected,4530,,4284,16307,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 13 (code 2529).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2589,Pulkovo 1942 / 3-degree Gauss-Kruger CM 42E,2660,projected,4530,,4284,16374,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 14 (code 2530).,EPSG,EPSG,2002-06-22,,1,0
-2590,Pulkovo 1942 / 3-degree Gauss-Kruger CM 45E,2661,projected,4530,,4284,16308,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 15 (code 2531).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2591,Pulkovo 1942 / 3-degree Gauss-Kruger CM 48E,2662,projected,4530,,4284,16376,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 16 (code 2532).,EPSG,EPSG,2002-06-22,,1,0
-2592,Pulkovo 1942 / 3-degree Gauss-Kruger CM 51E,2663,projected,4530,,4284,16309,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 17 (code 2533).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2593,Pulkovo 1942 / 3-degree Gauss-Kruger CM 54E,2664,projected,4530,,4284,16378,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 18 (code 2534).,EPSG,EPSG,2002-06-22,,1,0
-2594,Pulkovo 1942 / 3-degree Gauss-Kruger CM 57E,2665,projected,4530,,4284,16310,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 19 (code 2535).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2595,Pulkovo 1942 / 3-degree Gauss-Kruger CM 60E,2666,projected,4530,,4284,16380,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 20 (code 2536).,EPSG,EPSG,2002-06-22,,1,0
-2596,Pulkovo 1942 / 3-degree Gauss-Kruger CM 63E,2667,projected,4530,,4284,16311,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 21 (code 2537).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2597,Pulkovo 1942 / 3-degree Gauss-Kruger CM 66E,2668,projected,4530,,4284,16382,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 22 (code 2538).,EPSG,EPSG,2002-06-22,,1,0
-2598,Pulkovo 1942 / 3-degree Gauss-Kruger CM 69E,2669,projected,4530,,4284,16312,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 23 (code 2539).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2599,Pulkovo 1942 / 3-degree Gauss-Kruger CM 72E,2670,projected,4530,,4284,16384,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 24 (code 2540).,EPSG,EPSG,2002-06-22,,1,0
-2600,Lietuvos Koordinoei Sistema 1994,1145,projected,4530,,4669,19934,,,Large and medium scale topographic mapping and engineering survey.,LKS94 / TM Baltic (CRS code 25884) used for medium and small scale applications.,,EPSG,2005-05-27,2004.55 2005.18,1,1
-2601,Pulkovo 1942 / 3-degree Gauss-Kruger CM 75E,2671,projected,4530,,4284,16313,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 25 (code 2541).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2602,Pulkovo 1942 / 3-degree Gauss-Kruger CM 78E,2672,projected,4530,,4284,16386,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 26 (code 2542).,EPSG,EPSG,2002-06-22,,1,0
-2603,Pulkovo 1942 / 3-degree Gauss-Kruger CM 81E,2673,projected,4530,,4284,16314,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 27 (code 2543).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2604,Pulkovo 1942 / 3-degree Gauss-Kruger CM 84E,2674,projected,4530,,4284,16388,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 28 (code 2544).,EPSG,EPSG,2002-06-22,,1,0
-2605,Pulkovo 1942 / 3-degree Gauss-Kruger CM 87E,2675,projected,4530,,4284,16315,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 29 (code 2545).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2606,Pulkovo 1942 / 3-degree Gauss-Kruger CM 90E,2676,projected,4530,,4284,16390,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 30 (code 2546).,EPSG,EPSG,2002-06-22,,1,0
-2607,Pulkovo 1942 / 3-degree Gauss-Kruger CM 93E,2677,projected,4530,,4284,16316,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 31 (code 2547).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2608,Pulkovo 1942 / 3-degree Gauss-Kruger CM 96E,2678,projected,4530,,4284,16392,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 32 (code 2548).,EPSG,EPSG,2002-06-22,,1,0
-2609,Pulkovo 1942 / 3-degree Gauss-Kruger CM 99E,2679,projected,4530,,4284,16317,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 33 (code 2549).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2610,Pulkovo 1942 / 3-degree Gauss-Kruger CM 102E,2680,projected,4530,,4284,16394,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 34 (code 2551).,EPSG,EPSG,2002-06-22,,1,0
-2611,Pulkovo 1942 / 3-degree Gauss-Kruger CM 105E,2681,projected,4530,,4284,16318,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 35 (code 2552).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2612,Pulkovo 1942 / 3-degree Gauss-Kruger CM 108E,2682,projected,4530,,4284,16396,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 36 (code 2553).,EPSG,EPSG,2002-06-22,,1,0
-2613,Pulkovo 1942 / 3-degree Gauss-Kruger CM 111E,2683,projected,4530,,4284,16319,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 37 (code 2554).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2614,Pulkovo 1942 / 3-degree Gauss-Kruger CM 114E,2684,projected,4530,,4284,16398,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 38 (code 2555).,EPSG,EPSG,2002-06-22,,1,0
-2615,Pulkovo 1942 / 3-degree Gauss-Kruger CM 117E,2685,projected,4530,,4284,16320,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 39 (code 2556).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2616,Pulkovo 1942 / 3-degree Gauss-Kruger CM 120E,2686,projected,4530,,4284,16170,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 40 (code 2557).,EPSG,EPSG,2002-06-22,,1,0
-2617,Pulkovo 1942 / 3-degree Gauss-Kruger CM 123E,2687,projected,4530,,4284,16321,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 41 (code 2558).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2618,Pulkovo 1942 / 3-degree Gauss-Kruger CM 126E,2688,projected,4530,,4284,16172,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 42 (code 2559).,EPSG,EPSG,2002-06-22,,1,0
-2619,Pulkovo 1942 / 3-degree Gauss-Kruger CM 129E,2689,projected,4530,,4284,16322,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 43 (code 2560).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2620,Pulkovo 1942 / 3-degree Gauss-Kruger CM 132E,2690,projected,4530,,4284,16174,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 44 (code 2561).,EPSG,EPSG,2002-06-22,,1,0
-2621,Pulkovo 1942 / 3-degree Gauss-Kruger CM 135E,2691,projected,4530,,4284,16323,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 45 (code 2562).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2622,Pulkovo 1942 / 3-degree Gauss-Kruger CM 138E,2692,projected,4530,,4284,16176,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 46 (code 2563).,EPSG,EPSG,2002-06-22,,1,0
-2623,Pulkovo 1942 / 3-degree Gauss-Kruger CM 141E,2693,projected,4530,,4284,16324,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 47 (code 2564).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2624,Pulkovo 1942 / 3-degree Gauss-Kruger CM 144E,2694,projected,4530,,4284,16178,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 48 (code 2565).,EPSG,EPSG,2002-06-22,,1,0
-2625,Pulkovo 1942 / 3-degree Gauss-Kruger CM 147E,2695,projected,4530,,4284,16325,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 49 (code 2566).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2626,Pulkovo 1942 / 3-degree Gauss-Kruger CM 150E,2696,projected,4530,,4284,16180,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 50 (code 2567).,EPSG,EPSG,2002-06-22,,1,0
-2627,Pulkovo 1942 / 3-degree Gauss-Kruger CM 153E,2697,projected,4530,,4284,16326,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 51 (code 2568).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2628,Pulkovo 1942 / 3-degree Gauss-Kruger CM 156E,2698,projected,4530,,4284,16182,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 52 (code 2569).,EPSG,EPSG,2002-06-22,,1,0
-2629,Pulkovo 1942 / 3-degree Gauss-Kruger CM 159E,2699,projected,4530,,4284,16327,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 53 (code 2570).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2630,Pulkovo 1942 / 3-degree Gauss-Kruger CM 162E,2700,projected,4530,,4284,16184,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 54 (code 2571).,EPSG,EPSG,2002-06-22,,1,0
-2631,Pulkovo 1942 / 3-degree Gauss-Kruger CM 165E,2701,projected,4530,,4284,16328,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 55 (code 2572).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2632,Pulkovo 1942 / 3-degree Gauss-Kruger CM 168E,2702,projected,4530,,4284,16186,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 56 (code 2573).,EPSG,EPSG,2002-06-22,,1,0
-2633,Pulkovo 1942 / 3-degree Gauss-Kruger CM 171E,2703,projected,4530,,4284,16329,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 57 (code 2574).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2634,Pulkovo 1942 / 3-degree Gauss-Kruger CM 174E,2704,projected,4530,,4284,16188,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 58 (code 2575).,EPSG,EPSG,2002-06-22,,1,0
-2635,Pulkovo 1942 / 3-degree Gauss-Kruger CM 177E,2705,projected,4530,,4284,16330,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 59 (code 2576).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2636,Pulkovo 1942 / 3-degree Gauss-Kruger CM 180E,2706,projected,4530,,4284,16190,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 60 (code 3389).,EPSG,EPSG,2006-06-02,2006.37,1,0
-2637,Pulkovo 1942 / 3-degree Gauss-Kruger CM 177W,2707,projected,4530,,4284,16331,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 61 (code 2578).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2638,Pulkovo 1942 / 3-degree Gauss-Kruger CM 174W,2708,projected,4530,,4284,16192,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 62 (code 2579).,EPSG,EPSG,2002-06-22,,1,0
-2639,Pulkovo 1942 / 3-degree Gauss-Kruger CM 171W,2709,projected,4530,,4284,16332,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 63 (code 2580).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2640,Pulkovo 1942 / 3-degree Gauss-Kruger CM 168W,2710,projected,4530,,4284,16194,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 64 (code 2581).,EPSG,EPSG,2002-06-22,,1,0
-2641,Pulkovo 1995 / 3-degree Gauss-Kruger zone 7,2747,projected,4530,,4200,16267,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 21E (code 2699).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2642,Pulkovo 1995 / 3-degree Gauss-Kruger zone 8,2748,projected,4530,,4200,16268,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 24E (code 2700).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2643,Pulkovo 1995 / 3-degree Gauss-Kruger zone 9,2749,projected,4530,,4200,16269,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 27E (code 2701).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2644,Pulkovo 1995 / 3-degree Gauss-Kruger zone 10,2750,projected,4530,,4200,16270,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 30E (code 2702).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2645,Pulkovo 1995 / 3-degree Gauss-Kruger zone 11,2751,projected,4530,,4200,16271,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 33E (code 2703).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2646,Pulkovo 1995 / 3-degree Gauss-Kruger zone 12,2752,projected,4530,,4200,16272,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 36E (code 2704).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2647,Pulkovo 1995 / 3-degree Gauss-Kruger zone 13,2753,projected,4530,,4200,16273,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 39E (code 2705).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2648,Pulkovo 1995 / 3-degree Gauss-Kruger zone 14,2754,projected,4530,,4200,16274,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 42E (code 2706).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2649,Pulkovo 1995 / 3-degree Gauss-Kruger zone 15,2755,projected,4530,,4200,16275,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 45E (code 2707).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2650,Pulkovo 1995 / 3-degree Gauss-Kruger zone 16,2756,projected,4530,,4200,16276,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 48E (code 2708).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2651,Pulkovo 1995 / 3-degree Gauss-Kruger zone 17,2757,projected,4530,,4200,16277,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 51E (code 2709).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2652,Pulkovo 1995 / 3-degree Gauss-Kruger zone 18,2758,projected,4530,,4200,16278,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 54E (code 2710).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2653,Pulkovo 1995 / 3-degree Gauss-Kruger zone 19,2759,projected,4530,,4200,16279,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 57E (code 2711).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2654,Pulkovo 1995 / 3-degree Gauss-Kruger zone 20,2760,projected,4530,,4200,16280,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 60E (code 2712).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2655,Pulkovo 1995 / 3-degree Gauss-Kruger zone 21,2761,projected,4530,,4200,16281,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 63E (code 2713).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2656,Pulkovo 1995 / 3-degree Gauss-Kruger zone 22,2762,projected,4530,,4200,16282,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 66E (code 2714).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2657,Pulkovo 1995 / 3-degree Gauss-Kruger zone 23,2763,projected,4530,,4200,16283,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 69E (code 2715).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2658,Pulkovo 1995 / 3-degree Gauss-Kruger zone 24,2764,projected,4530,,4200,16284,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 72E (code 2716).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2659,Pulkovo 1995 / 3-degree Gauss-Kruger zone 25,2765,projected,4530,,4200,16285,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 75E (code 2717).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2660,Pulkovo 1995 / 3-degree Gauss-Kruger zone 26,2766,projected,4530,,4200,16286,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 78E (code 2718).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2661,Pulkovo 1995 / 3-degree Gauss-Kruger zone 27,2767,projected,4530,,4200,16287,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 81E (code 2719).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2662,Pulkovo 1995 / 3-degree Gauss-Kruger zone 28,2768,projected,4530,,4200,16288,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 84E (code 2720).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2663,Pulkovo 1995 / 3-degree Gauss-Kruger zone 29,2769,projected,4530,,4200,16289,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 87E (code 2721).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2664,Pulkovo 1995 / 3-degree Gauss-Kruger zone 30,2676,projected,4530,,4200,16290,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 90E (code 2722).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2665,Pulkovo 1995 / 3-degree Gauss-Kruger zone 31,2677,projected,4530,,4200,16291,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 93E (code 2723).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2666,Pulkovo 1995 / 3-degree Gauss-Kruger zone 32,2678,projected,4530,,4200,16292,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 96E (code 2724).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2667,Pulkovo 1995 / 3-degree Gauss-Kruger zone 33,2679,projected,4530,,4200,16293,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 99E (code 2725).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2668,Pulkovo 1995 / 3-degree Gauss-Kruger zone 34,2680,projected,4530,,4200,16294,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 102E (code 2726).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2669,Pulkovo 1995 / 3-degree Gauss-Kruger zone 35,2681,projected,4530,,4200,16295,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 105E (code 2727).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2670,Pulkovo 1995 / 3-degree Gauss-Kruger zone 36,2682,projected,4530,,4200,16296,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 108E (code 2728).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2671,Pulkovo 1995 / 3-degree Gauss-Kruger zone 37,2683,projected,4530,,4200,16297,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 111E (code 2729).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2672,Pulkovo 1995 / 3-degree Gauss-Kruger zone 38,2684,projected,4530,,4200,16298,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 114E (code 2730).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2673,Pulkovo 1995 / 3-degree Gauss-Kruger zone 39,2685,projected,4530,,4200,16299,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 117E (code 2731).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2674,Pulkovo 1995 / 3-degree Gauss-Kruger zone 40,2686,projected,4530,,4200,16070,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 120E (code 2732).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2675,Pulkovo 1995 / 3-degree Gauss-Kruger zone 41,2687,projected,4530,,4200,16071,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 123E (code 2733).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2676,Pulkovo 1995 / 3-degree Gauss-Kruger zone 42,2688,projected,4530,,4200,16072,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 126E (code 2734).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2677,Pulkovo 1995 / 3-degree Gauss-Kruger zone 43,2689,projected,4530,,4200,16073,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 129E (code 2735).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2678,Pulkovo 1995 / 3-degree Gauss-Kruger zone 44,2690,projected,4530,,4200,16074,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 132E (code 2738).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2679,Pulkovo 1995 / 3-degree Gauss-Kruger zone 45,2691,projected,4530,,4200,16075,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 135E (code 2739).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2680,Pulkovo 1995 / 3-degree Gauss-Kruger zone 46,2692,projected,4530,,4200,16076,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 138E (code 2740).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2681,Pulkovo 1995 / 3-degree Gauss-Kruger zone 47,2693,projected,4530,,4200,16077,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 141E (code 2741).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2682,Pulkovo 1995 / 3-degree Gauss-Kruger zone 48,2694,projected,4530,,4200,16078,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 144E (code 2742).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2683,Pulkovo 1995 / 3-degree Gauss-Kruger zone 49,2695,projected,4530,,4200,16079,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 147E (code 2743).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2684,Pulkovo 1995 / 3-degree Gauss-Kruger zone 50,2696,projected,4530,,4200,16080,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 150E (code 2744).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2685,Pulkovo 1995 / 3-degree Gauss-Kruger zone 51,2697,projected,4530,,4200,16081,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 153E (code 2745).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2686,Pulkovo 1995 / 3-degree Gauss-Kruger zone 52,2698,projected,4530,,4200,16082,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 156E (code 2746).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2687,Pulkovo 1995 / 3-degree Gauss-Kruger zone 53,2699,projected,4530,,4200,16083,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 159E (code 2747).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2688,Pulkovo 1995 / 3-degree Gauss-Kruger zone 54,2700,projected,4530,,4200,16084,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 162E (code 2748).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2689,Pulkovo 1995 / 3-degree Gauss-Kruger zone 55,2701,projected,4530,,4200,16085,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 165E (code 2749).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2690,Pulkovo 1995 / 3-degree Gauss-Kruger zone 56,2702,projected,4530,,4200,16086,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 168E (code 2750).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2691,Pulkovo 1995 / 3-degree Gauss-Kruger zone 57,2703,projected,4530,,4200,16087,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 171E (code 2751).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2692,Pulkovo 1995 / 3-degree Gauss-Kruger zone 58,2704,projected,4530,,4200,16088,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 174E (code 2752).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2693,Pulkovo 1995 / 3-degree Gauss-Kruger zone 59,2705,projected,4530,,4200,16089,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 177E (code 2753).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2694,Pulkovo 1995 / 3-degree Gauss-Kruger zone 60,2706,projected,4530,,4200,16090,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 180E (code 2754).,EPSG,EPSG,2003-09-19,2003.31,1,1
-2695,Pulkovo 1995 / 3-degree Gauss-Kruger zone 61,2707,projected,4530,,4200,16091,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 177W (code 2755).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2696,Pulkovo 1995 / 3-degree Gauss-Kruger zone 62,2708,projected,4530,,4200,16092,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 174W (code 2756).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2697,Pulkovo 1995 / 3-degree Gauss-Kruger zone 63,2709,projected,4530,,4200,16093,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 171W (code 2757).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2698,Pulkovo 1995 / 3-degree Gauss-Kruger zone 64,2710,projected,4530,,4200,16094,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 168W (code 2758).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2699,Pulkovo 1995 / 3-degree Gauss-Kruger CM 21E,2747,projected,4530,,4200,16304,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 7 (code 2641).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2700,Pulkovo 1995 / 3-degree Gauss-Kruger CM 24E,2748,projected,4530,,4200,16368,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 8 (code 2642).,EPSG,EPSG,2006-07-14,2003.31 2006.591,1,0
-2701,Pulkovo 1995 / 3-degree Gauss-Kruger CM 27E,2749,projected,4530,,4200,16305,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 9 (code 2643).,EPSG,EPSG,2006-07-22,2006.592,1,0
-2702,Pulkovo 1995 / 3-degree Gauss-Kruger CM 30E,2750,projected,4530,,4200,16370,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 10 (code 2644).,EPSG,EPSG,2006-07-14,2003.31 2006.59,1,0
-2703,Pulkovo 1995 / 3-degree Gauss-Kruger CM 33E,2751,projected,4530,,4200,16306,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 11 (code 2645).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2704,Pulkovo 1995 / 3-degree Gauss-Kruger CM 36E,2752,projected,4530,,4200,16372,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 12 (code 2646).,EPSG,EPSG,2006-07-14,2003.31 2006.59,1,0
-2705,Pulkovo 1995 / 3-degree Gauss-Kruger CM 39E,2753,projected,4530,,4200,16307,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 13 (code 2647).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2706,Pulkovo 1995 / 3-degree Gauss-Kruger CM 42E,2754,projected,4530,,4200,16374,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 14 (code 2648).,EPSG,EPSG,2006-07-14,2003.31 2006.59,1,0
-2707,Pulkovo 1995 / 3-degree Gauss-Kruger CM 45E,2755,projected,4530,,4200,16308,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 15 (code 2649).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2708,Pulkovo 1995 / 3-degree Gauss-Kruger CM 48E,2756,projected,4530,,4200,16376,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 16 (code 2650).,EPSG,EPSG,2006-07-14,2003.31 2006.59,1,0
-2709,Pulkovo 1995 / 3-degree Gauss-Kruger CM 51E,2757,projected,4530,,4200,16309,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 17 (code 2651).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2710,Pulkovo 1995 / 3-degree Gauss-Kruger CM 54E,2758,projected,4530,,4200,16378,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 18 (code 2652).,EPSG,EPSG,2006-07-14,2003.31 2006.59,1,0
-2711,Pulkovo 1995 / 3-degree Gauss-Kruger CM 57E,2759,projected,4530,,4200,16310,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 19 (code 2653).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2712,Pulkovo 1995 / 3-degree Gauss-Kruger CM 60E,2760,projected,4530,,4200,16380,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 20 (code 2654).,EPSG,EPSG,2006-07-14,2003.31 2006.59,1,0
-2713,Pulkovo 1995 / 3-degree Gauss-Kruger CM 63E,2761,projected,4530,,4200,16311,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 21 (code 2655).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2714,Pulkovo 1995 / 3-degree Gauss-Kruger CM 66E,2762,projected,4530,,4200,16382,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 22 (code 2656).,EPSG,EPSG,2006-07-14,2003.31 2006.59,1,0
-2715,Pulkovo 1995 / 3-degree Gauss-Kruger CM 69E,2763,projected,4530,,4200,16312,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 23 (code 2657).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2716,Pulkovo 1995 / 3-degree Gauss-Kruger CM 72E,2764,projected,4530,,4200,16384,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 24 (code 2658).,EPSG,EPSG,2006-07-14,2003.31 2006.59,1,0
-2717,Pulkovo 1995 / 3-degree Gauss-Kruger CM 75E,2765,projected,4530,,4200,16313,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 25 (code 2659).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2718,Pulkovo 1995 / 3-degree Gauss-Kruger CM 78E,2766,projected,4530,,4200,16386,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 26 (code 2660).,EPSG,EPSG,2006-07-14,2003.31 2006.59,1,0
-2719,Pulkovo 1995 / 3-degree Gauss-Kruger CM 81E,2767,projected,4530,,4200,16314,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 27 (code 2661).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2720,Pulkovo 1995 / 3-degree Gauss-Kruger CM 84E,2768,projected,4530,,4200,16388,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 28 (code 2662).,EPSG,EPSG,2006-07-14,2003.31 2006.59,1,0
-2721,Pulkovo 1995 / 3-degree Gauss-Kruger CM 87E,2769,projected,4530,,4200,16315,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 29 (code 2663).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2722,Pulkovo 1995 / 3-degree Gauss-Kruger CM 90E,2676,projected,4530,,4200,16390,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 30 (code 2664).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2723,Pulkovo 1995 / 3-degree Gauss-Kruger CM 93E,2677,projected,4530,,4200,16316,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 31 (code 2665).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2724,Pulkovo 1995 / 3-degree Gauss-Kruger CM 96E,2678,projected,4530,,4200,16392,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 32 (code 2666).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2725,Pulkovo 1995 / 3-degree Gauss-Kruger CM 99E,2679,projected,4530,,4200,16317,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 33 (code 2667).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2726,Pulkovo 1995 / 3-degree Gauss-Kruger CM 102E,2680,projected,4530,,4200,16394,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 34 (code 2668).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2727,Pulkovo 1995 / 3-degree Gauss-Kruger CM 105E,2681,projected,4530,,4200,16318,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 35 (code 2669).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2728,Pulkovo 1995 / 3-degree Gauss-Kruger CM 108E,2682,projected,4530,,4200,16396,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 36 (code 2670).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2729,Pulkovo 1995 / 3-degree Gauss-Kruger CM 111E,2683,projected,4530,,4200,16319,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 37 (code 2671).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2730,Pulkovo 1995 / 3-degree Gauss-Kruger CM 114E,2684,projected,4530,,4200,16398,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 38 (code 2672).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2731,Pulkovo 1995 / 3-degree Gauss-Kruger CM 117E,2685,projected,4530,,4200,16320,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 39 (code 2673).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2732,Pulkovo 1995 / 3-degree Gauss-Kruger CM 120E,2686,projected,4530,,4200,16170,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 40 (code 2674).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2733,Pulkovo 1995 / 3-degree Gauss-Kruger CM 123E,2687,projected,4530,,4200,16321,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 41 (code 2675).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2734,Pulkovo 1995 / 3-degree Gauss-Kruger CM 126E,2688,projected,4530,,4200,16172,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 42 (code 2676).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2735,Pulkovo 1995 / 3-degree Gauss-Kruger CM 129E,2689,projected,4530,,4200,16322,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 43 (code 2677).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2736,Tete / UTM zone 36S,1540,projected,4400,,4127,16136,,,Large and medium scale topographic mapping and engineering survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-2737,Tete / UTM zone 37S,1541,projected,4400,,4127,16137,,,Large and medium scale topographic mapping and engineering survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-2738,Pulkovo 1995 / 3-degree Gauss-Kruger CM 132E,2690,projected,4530,,4200,16174,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 44 (code 2678).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2739,Pulkovo 1995 / 3-degree Gauss-Kruger CM 135E,2691,projected,4530,,4200,16323,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 45 (code 2679).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2740,Pulkovo 1995 / 3-degree Gauss-Kruger CM 138E,2692,projected,4530,,4200,16176,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 46 (code 2680).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2741,Pulkovo 1995 / 3-degree Gauss-Kruger CM 141E,2693,projected,4530,,4200,16324,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 47 (code 2681).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2742,Pulkovo 1995 / 3-degree Gauss-Kruger CM 144E,2694,projected,4530,,4200,16178,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 48 (code 2682).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2743,Pulkovo 1995 / 3-degree Gauss-Kruger CM 147E,2695,projected,4530,,4200,16325,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 49 (code 2683).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2744,Pulkovo 1995 / 3-degree Gauss-Kruger CM 150E,2696,projected,4530,,4200,16180,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 50 (code 2684).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2745,Pulkovo 1995 / 3-degree Gauss-Kruger CM 153E,2697,projected,4530,,4200,16326,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 51 (code 2685).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2746,Pulkovo 1995 / 3-degree Gauss-Kruger CM 156E,2698,projected,4530,,4200,16182,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 52 (code 2686).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2747,Pulkovo 1995 / 3-degree Gauss-Kruger CM 159E,2699,projected,4530,,4200,16327,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 53 (code 2687).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2748,Pulkovo 1995 / 3-degree Gauss-Kruger CM 162E,2700,projected,4530,,4200,16184,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 54 (code 2688).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2749,Pulkovo 1995 / 3-degree Gauss-Kruger CM 165E,2701,projected,4530,,4200,16328,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 55 (code 2689).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2750,Pulkovo 1995 / 3-degree Gauss-Kruger CM 168E,2702,projected,4530,,4200,16186,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 56 (code 2690).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2751,Pulkovo 1995 / 3-degree Gauss-Kruger CM 171E,2703,projected,4530,,4200,16329,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 57 (code 2691).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2752,Pulkovo 1995 / 3-degree Gauss-Kruger CM 174E,2704,projected,4530,,4200,16188,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 58 (code 2692).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2753,Pulkovo 1995 / 3-degree Gauss-Kruger CM 177E,2705,projected,4530,,4200,16330,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 59 (code 2693).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2754,Pulkovo 1995 / 3-degree Gauss-Kruger CM 180E,2706,projected,4530,,4200,16190,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 60 (code 3390).,EPSG,EPSG,2006-06-02,2003.31 2006.37,1,0
-2755,Pulkovo 1995 / 3-degree Gauss-Kruger CM 177W,2707,projected,4530,,4200,16331,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 61 (code 2695).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2756,Pulkovo 1995 / 3-degree Gauss-Kruger CM 174W,2708,projected,4530,,4200,16192,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 62 (code 2696).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2757,Pulkovo 1995 / 3-degree Gauss-Kruger CM 171W,2709,projected,4530,,4200,16332,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 63 (code 2697).,EPSG,EPSG,2006-07-22,2003.31 2006.592,1,0
-2758,Pulkovo 1995 / 3-degree Gauss-Kruger CM 168W,2710,projected,4530,,4200,16194,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 64 (code 2698).,EPSG,EPSG,2003-09-19,2003.31,1,0
-2759,NAD83(HARN) / Alabama East,2154,projected,4499,,4152,10131,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2760,NAD83(HARN) / Alabama West,2155,projected,4499,,4152,10132,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2761,NAD83(HARN) / Arizona East,2167,projected,4499,,4152,10231,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2867 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2762,NAD83(HARN) / Arizona Central,2166,projected,4499,,4152,10232,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2868 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2763,NAD83(HARN) / Arizona West,2168,projected,4499,,4152,10233,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2869 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2764,NAD83(HARN) / Arkansas North,2169,projected,4499,,4152,10331,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3441 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2765,NAD83(HARN) / Arkansas South,2170,projected,4499,,4152,10332,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3442 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2766,NAD83(HARN) / California zone 1,2175,projected,4499,,4152,10431,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2870 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2767,NAD83(HARN) / California zone 2,2176,projected,4499,,4152,10432,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2871 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2768,NAD83(HARN) / California zone 3,2177,projected,4499,,4152,10433,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2872 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2769,NAD83(HARN) / California zone 4,2178,projected,4499,,4152,10434,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2873 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2770,NAD83(HARN) / California zone 5,2182,projected,4499,,4152,10435,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2874 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2771,NAD83(HARN) / California zone 6,2180,projected,4499,,4152,10436,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2875 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2772,NAD83(HARN) / Colorado North,2184,projected,4499,,4152,10531,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2876 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2773,NAD83(HARN) / Colorado Central,2183,projected,4499,,4152,10532,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2877 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2774,NAD83(HARN) / Colorado South,2185,projected,4499,,4152,10533,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2878 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2775,NAD83(HARN) / Connecticut,1377,projected,4499,,4152,10630,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2879 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2776,NAD83(HARN) / Delaware,1378,projected,4499,,4152,10730,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2880 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2777,NAD83(HARN) / Florida East,2186,projected,4499,,4152,10931,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2881 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2778,NAD83(HARN) / Florida West,2188,projected,4499,,4152,10932,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2882 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2779,NAD83(HARN) / Florida North,2187,projected,4499,,4152,10933,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2883 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2780,NAD83(HARN) / Georgia East,2189,projected,4499,,4152,11031,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2884 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2781,NAD83(HARN) / Georgia West,2190,projected,4499,,4152,11032,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2885 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2782,NAD83(HARN) / Hawaii zone 1,1546,projected,4499,,4152,15131,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2783,NAD83(HARN) / Hawaii zone 2,1547,projected,4499,,4152,15132,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2784,NAD83(HARN) / Hawaii zone 3,1548,projected,4499,,4152,15133,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2785,NAD83(HARN) / Hawaii zone 4,1549,projected,4499,,4152,15134,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2786,NAD83(HARN) / Hawaii zone 5,1550,projected,4499,,4152,15135,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2787,NAD83(HARN) / Idaho East,2192,projected,4499,,4152,11131,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2886 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2788,NAD83(HARN) / Idaho Central,2191,projected,4499,,4152,11132,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2887 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2789,NAD83(HARN) / Idaho West,2193,projected,4499,,4152,11133,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2888 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2790,NAD83(HARN) / Illinois East,2194,projected,4499,,4152,11231,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3443 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2791,NAD83(HARN) / Illinois West,2195,projected,4499,,4152,11232,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3444 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2792,NAD83(HARN) / Indiana East,2196,projected,4499,,4152,11331,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2967 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.770 2006.903 2007.031,1,0
-2793,NAD83(HARN) / Indiana West,2197,projected,4499,,4152,11332,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2968 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.770 2006.903 2007.031,1,0
-2794,NAD83(HARN) / Iowa North,2198,projected,4499,,4152,11431,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3425 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2795,NAD83(HARN) / Iowa South,2199,projected,4499,,4152,11432,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3426 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2796,NAD83(HARN) / Kansas North,2200,projected,4499,,4152,11531,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3427 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2797,NAD83(HARN) / Kansas South,2201,projected,4499,,4152,11532,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3428 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2798,NAD83(HARN) / Kentucky North,2202,projected,4499,,4152,15303,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2891 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2799,NAD83(HARN) / Kentucky South,2203,projected,4499,,4152,11632,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2892 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2800,NAD83(HARN) / Louisiana North,2204,projected,4499,,4152,11731,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3456 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2801,NAD83(HARN) / Louisiana South,2529,projected,4499,,4152,11732,,,Large and medium scale topographic mapping and engineering survey.,Not applicable to offshore areas. State law defines system in US survey feet. See code 3457 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.392 2006.903 2007.031,1,0
-2802,NAD83(HARN) / Maine East,2206,projected,4499,,4152,11831,,,Large and medium scale topographic mapping and engineering survey.,"Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. From 1/1/2001, Replaced by Maine Coordinate System of 2000. Replaced by NAD83(NSRS2007) / SPCS.",National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2803,NAD83(HARN) / Maine West,2207,projected,4499,,4152,11832,,,Large and medium scale topographic mapping and engineering survey.,"Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. From 1/1/2001, Replaced by Maine Coordinate System of 2000. Replaced by NAD83(NSRS2007) / SPCS.",National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2804,NAD83(HARN) / Maryland,1389,projected,4499,,4152,11930,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2893 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2805,NAD83(HARN) / Massachusetts Mainland,2209,projected,4499,,4152,12031,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2894 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2806,NAD83(HARN) / Massachusetts Island,2208,projected,4499,,4152,12032,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2895 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2807,NAD83(HARN) / Michigan North,1723,projected,4499,,4152,12141,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2896 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2808,NAD83(HARN) / Michigan Central,1724,projected,4499,,4152,12142,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2897 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2809,NAD83(HARN) / Michigan South,1725,projected,4499,,4152,12143,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2898 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2810,NAD83(HARN) / Minnesota North,2214,projected,4499,,4152,12231,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2811,NAD83(HARN) / Minnesota Central,2213,projected,4499,,4152,12232,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2812,NAD83(HARN) / Minnesota South,2215,projected,4499,,4152,12233,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2813,NAD83(HARN) / Mississippi East,2216,projected,4499,,4152,12331,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2899 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2814,NAD83(HARN) / Mississippi West,2217,projected,4499,,4152,12332,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2900 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2815,NAD83(HARN) / Missouri East,2219,projected,4499,,4152,12431,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2816,NAD83(HARN) / Missouri Central,2218,projected,4499,,4152,12432,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2817,NAD83(HARN) / Missouri West,2220,projected,4499,,4152,12433,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2818,NAD83(HARN) / Montana,1395,projected,4499,,4152,12530,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2901 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2819,NAD83(HARN) / Nebraska,1396,projected,4499,,4152,12630,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2820,NAD83(HARN) / Nevada East,2224,projected,4499,,4152,12731,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3429 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.904 2007.031,1,0
-2821,NAD83(HARN) / Nevada Central,2223,projected,4499,,4152,12732,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3430 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.904 2007.031,1,0
-2822,NAD83(HARN) / Nevada West,2225,projected,4499,,4152,12733,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3431 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.904 2007.031,1,0
-2823,NAD83(HARN) / New Hampshire,1398,projected,4499,,4152,12830,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3445 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2824,NAD83(HARN) / New Jersey,1399,projected,4499,,4152,12930,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3432 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2825,NAD83(HARN) / New Mexico East,2228,projected,4499,,4152,13031,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2902 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2826,NAD83(HARN) / New Mexico Central,2231,projected,4499,,4152,13032,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2903 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2827,NAD83(HARN) / New Mexico West,2232,projected,4499,,4152,13033,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2904 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2828,NAD83(HARN) / New York East,2234,projected,4499,,4152,13131,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2905 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2829,NAD83(HARN) / New York Central,2233,projected,4499,,4152,13132,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2906 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2830,NAD83(HARN) / New York West,2236,projected,4499,,4152,13133,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2907 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2831,NAD83(HARN) / New York Long Island,2235,projected,4499,,4152,13134,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2908 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2832,NAD83(HARN) / North Dakota North,2237,projected,4499,,4152,13331,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2909 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2833,NAD83(HARN) / North Dakota South,2238,projected,4499,,4152,13332,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2910 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2834,NAD83(HARN) / Ohio North,2239,projected,4499,,4152,13431,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3753 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-05-29,2006.903 2007.031,1,0
-2835,NAD83(HARN) / Ohio South,2240,projected,4499,,4152,13432,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3754 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-05-29,2006.903 2007.031,1,0
-2836,NAD83(HARN) / Oklahoma North,2241,projected,4499,,4152,13531,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2911 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2837,NAD83(HARN) / Oklahoma South,2242,projected,4499,,4152,13532,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2912 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2838,NAD83(HARN) / Oregon North,2243,projected,4499,,4152,13631,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2913 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2839,NAD83(HARN) / Oregon South,2244,projected,4499,,4152,13632,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2914 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2840,NAD83(HARN) / Rhode Island,1408,projected,4499,,4152,13830,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3446 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2841,NAD83(HARN) / South Dakota North,2249,projected,4499,,4152,14031,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3458 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2842,NAD83(HARN) / South Dakota South,2250,projected,4499,,4152,14032,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3459 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2843,NAD83(HARN) / Tennessee,1411,projected,4499,,4152,14130,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2915 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2844,NAD83(HARN) / Texas North,2253,projected,4499,,4152,14231,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2916 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2845,NAD83(HARN) / Texas North Central,2254,projected,4499,,4152,14232,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2917 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2846,NAD83(HARN) / Texas Central,2252,projected,4499,,4152,14233,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2918 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2847,NAD83(HARN) / Texas South Central,2527,projected,4499,,4152,14234,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2919 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.392 2006.903 2007.031,1,0
-2848,NAD83(HARN) / Texas South,2528,projected,4499,,4152,14235,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2920 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.392 2006.903 2007.031,1,0
-2849,NAD83(HARN) / Utah North,2258,projected,4499,,4152,14331,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. State law defining system in International feet (note: not US survey feet) has been withdrawn. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",EPSG,2007-04-20,2002.771 2006.905 2007.031,1,0
-2850,NAD83(HARN) / Utah Central,2257,projected,4499,,4152,14332,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. State law defining system in International feet (note: not US survey feet) has been withdrawn. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",EPSG,2007-04-20,2002.771 2006.905 2007.031,1,0
-2851,NAD83(HARN) / Utah South,2259,projected,4499,,4152,14333,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. State law defining system in International feet (note: not US survey feet) has been withdrawn. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",EPSG,2007-04-20,2002.771 2006.905 2007.031,1,0
-2852,NAD83(HARN) / Vermont,1414,projected,4499,,4152,14430,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2853,NAD83(HARN) / Virginia North,2260,projected,4499,,4152,14531,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2924 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2854,NAD83(HARN) / Virginia South,2261,projected,4499,,4152,14532,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2925 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2855,NAD83(HARN) / Washington North,2273,projected,4499,,4152,14631,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2926 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2856,NAD83(HARN) / Washington South,2274,projected,4499,,4152,14632,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2927 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2857,NAD83(HARN) / West Virginia North,2264,projected,4499,,4152,14731,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2858,NAD83(HARN) / West Virginia South,2265,projected,4499,,4152,14732,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2859,NAD83(HARN) / Wisconsin North,2267,projected,4499,,4152,14831,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2928 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2860,NAD83(HARN) / Wisconsin Central,2266,projected,4499,,4152,14832,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2929 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2861,NAD83(HARN) / Wisconsin South,2268,projected,4499,,4152,14833,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2930 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2862,NAD83(HARN) / Wyoming East,2269,projected,4499,,4152,14931,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3755 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2863,NAD83(HARN) / Wyoming East Central,2270,projected,4499,,4152,14932,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3756 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2864,NAD83(HARN) / Wyoming West Central,2272,projected,4499,,4152,14933,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3757 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2865,NAD83(HARN) / Wyoming West,2271,projected,4499,,4152,14934,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3758 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-05-29,2006.903 2007.031,1,0
-2866,NAD83(HARN) / Puerto Rico & Virgin Is.,2251,projected,4499,,4152,15230,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2867,NAD83(HARN) / Arizona East (ft),2167,projected,4495,,4152,15304,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2761. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2868,NAD83(HARN) / Arizona Central (ft),2166,projected,4495,,4152,15305,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2762. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2869,NAD83(HARN) / Arizona West (ft),2168,projected,4495,,4152,15306,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2763. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2870,NAD83(HARN) / California zone 1 (ftUS),2175,projected,4497,,4152,15307,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2766. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2871,NAD83(HARN) / California zone 2 (ftUS),2176,projected,4497,,4152,15308,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2767. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2872,NAD83(HARN) / California zone 3 (ftUS),2177,projected,4497,,4152,15309,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2768. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2873,NAD83(HARN) / California zone 4 (ftUS),2178,projected,4497,,4152,15310,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2769. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2874,NAD83(HARN) / California zone 5 (ftUS),2182,projected,4497,,4152,15311,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2770. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2875,NAD83(HARN) / California zone 6 (ftUS),2180,projected,4497,,4152,15312,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2771. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2876,NAD83(HARN) / Colorado North (ftUS),2184,projected,4497,,4152,15313,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2772. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2877,NAD83(HARN) / Colorado Central (ftUS),2183,projected,4497,,4152,15314,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2773. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2878,NAD83(HARN) / Colorado South (ftUS),2185,projected,4497,,4152,15315,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2774. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2879,NAD83(HARN) / Connecticut (ftUS),1377,projected,4497,,4152,15316,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2775. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2880,NAD83(HARN) / Delaware (ftUS),1378,projected,4497,,4152,15317,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2776. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2881,NAD83(HARN) / Florida East (ftUS),2186,projected,4497,,4152,15318,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2777. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2882,NAD83(HARN) / Florida West (ftUS),2188,projected,4497,,4152,15319,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2778. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2883,NAD83(HARN) / Florida North (ftUS),2187,projected,4497,,4152,15320,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2779. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2884,NAD83(HARN) / Georgia East (ftUS),2189,projected,4497,,4152,15321,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2780. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2885,NAD83(HARN) / Georgia West (ftUS),2190,projected,4497,,4152,15322,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2781. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2886,NAD83(HARN) / Idaho East (ftUS),2192,projected,4497,,4152,15323,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2787. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2887,NAD83(HARN) / Idaho Central (ftUS),2191,projected,4497,,4152,15324,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2788. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2888,NAD83(HARN) / Idaho West (ftUS),2193,projected,4497,,4152,15325,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2789. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2889,NAD83(HARN) / Indiana East (ftUS),2196,projected,4497,,4152,15326,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 26973.,National Geodetic Survey,EPSG,2002-06-22,,1,1
-2890,NAD83(HARN) / Indiana West (ftUS),2197,projected,4497,,4152,15327,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 26974.,National Geodetic Survey,EPSG,2002-06-22,,1,1
-2891,NAD83(HARN) / Kentucky North (ftUS),2202,projected,4497,,4152,15328,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2798. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2892,NAD83(HARN) / Kentucky South (ftUS),2203,projected,4497,,4152,15329,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2799. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2893,NAD83(HARN) / Maryland (ftUS),1389,projected,4497,,4152,15330,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2804. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2894,NAD83(HARN) / Massachusetts Mainland (ftUS),2209,projected,4497,,4152,15331,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2805. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2895,NAD83(HARN) / Massachusetts Island (ftUS),2208,projected,4497,,4152,15332,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2806. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2896,NAD83(HARN) / Michigan North (ft),1723,projected,4495,,4152,15333,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2807. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2897,NAD83(HARN) / Michigan Central (ft),1724,projected,4495,,4152,15334,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2808. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2898,NAD83(HARN) / Michigan South (ft),1725,projected,4495,,4152,15335,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2809. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2899,NAD83(HARN) / Mississippi East (ftUS),2216,projected,4497,,4152,15336,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2813. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2900,NAD83(HARN) / Mississippi West (ftUS),2217,projected,4497,,4152,15337,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2814. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2901,NAD83(HARN) / Montana (ft),1395,projected,4495,,4152,15338,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2818. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2902,NAD83(HARN) / New Mexico East (ftUS),2228,projected,4497,,4152,15339,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2825. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2903,NAD83(HARN) / New Mexico Central (ftUS),2231,projected,4497,,4152,15340,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2826. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2904,NAD83(HARN) / New Mexico West (ftUS),2232,projected,4497,,4152,15341,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2827. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2905,NAD83(HARN) / New York East (ftUS),2234,projected,4497,,4152,15342,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2828. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2906,NAD83(HARN) / New York Central (ftUS),2233,projected,4497,,4152,15343,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2829. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2907,NAD83(HARN) / New York West (ftUS),2236,projected,4497,,4152,15344,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2830. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2908,NAD83(HARN) / New York Long Island (ftUS),2235,projected,4497,,4152,15345,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2831. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2909,NAD83(HARN) / North Dakota North (ft),2237,projected,4495,,4152,15347,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2832. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2910,NAD83(HARN) / North Dakota South (ft),2238,projected,4495,,4152,15348,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2833. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2911,NAD83(HARN) / Oklahoma North (ftUS),2241,projected,4497,,4152,15349,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2836. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2912,NAD83(HARN) / Oklahoma South (ftUS),2242,projected,4497,,4152,15350,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2837. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2913,NAD83(HARN) / Oregon North (ft),2243,projected,4495,,4152,15351,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2838. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2914,NAD83(HARN) / Oregon South (ft),2244,projected,4495,,4152,15352,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2839. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2915,NAD83(HARN) / Tennessee (ftUS),1411,projected,4497,,4152,15356,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2843. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2916,NAD83(HARN) / Texas North (ftUS),2253,projected,4497,,4152,15357,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2844. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2917,NAD83(HARN) / Texas North Central (ftUS),2254,projected,4497,,4152,15358,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2845. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2918,NAD83(HARN) / Texas Central (ftUS),2252,projected,4497,,4152,15359,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2846. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2919,NAD83(HARN) / Texas South Central (ftUS),2527,projected,4497,,4152,15360,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2847. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.392 2006.903 2007.031,1,0
-2920,NAD83(HARN) / Texas South (ftUS),2528,projected,4497,,4152,15361,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2848. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.392 2006.903 2007.031,1,0
-2921,NAD83(HARN) / Utah North (ft),2258,projected,4495,,4152,15362,,,Large and medium scale topographic mapping and engineering survey.,State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 2849. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,U.S. National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-04-20,2002.771 2006.905 2007.031,0,0
-2922,NAD83(HARN) / Utah Central (ft),2257,projected,4495,,4152,15363,,,Large and medium scale topographic mapping and engineering survey.,State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 2850. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey
-http://www.ngs.noaa.gov/INFO/Policy/st_plane.html",EPSG,2007-04-20,2002.771 2006.905 2007.031,0,0
-2923,NAD83(HARN) / Utah South (ft),2259,projected,4495,,4152,15364,,,Large and medium scale topographic mapping and engineering survey.,State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 2851. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey
-http://www.ngs.noaa.gov/INFO/Policy/st_plane.html",EPSG,2007-04-20,2002.771 2006.905 2007.031,0,0
-2924,NAD83(HARN) / Virginia North (ftUS),2260,projected,4497,,4152,15365,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2853. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2925,NAD83(HARN) / Virginia South (ftUS),2261,projected,4497,,4152,15366,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2854. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2926,NAD83(HARN) / Washington North (ftUS),2273,projected,4497,,4152,15367,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2855. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2927,NAD83(HARN) / Washington South (ftUS),2274,projected,4497,,4152,15368,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2856. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2928,NAD83(HARN) / Wisconsin North (ftUS),2267,projected,4497,,4152,15369,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2859. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2929,NAD83(HARN) / Wisconsin Central (ftUS),2266,projected,4497,,4152,15370,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2860. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2930,NAD83(HARN) / Wisconsin South (ftUS),2268,projected,4497,,4152,15371,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2861. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2002.771 2006.903 2007.031,1,0
-2931,Beduaram / TM 13 NE,2771,projected,4499,,4213,16413,,,Oil exploration.,Used by Elf in 1986.,TotalFinaElf,EPSG,2003-08-30,2003.28,1,0
-2932,QND95 / Qatar National Grid,1346,projected,4400,,4614,19919,,,Large and medium scale topographic mapping and engineering survey.,,Qatar Centre for Geographic Information.,EPSG,2002-06-28,,1,0
-2933,Segara / UTM zone 50S,1328,projected,4400,,4613,16150,,,Large and medium scale topographic mapping and engineering survey.,,TotalFinaElf,EPSG,2002-06-22,,1,0
-2934,Segara (Jakarta) / NEIEZ,1360,projected,4499,,4820,19905,,,Large and medium scale topographic mapping and engineering survey.,,EPSG,EPSG,2002-06-22,,1,1
-2935,Pulkovo 1942 / CS63 zone A1,2772,projected,4530,,4284,18441,,,"Large scale topographic mapping, cadastral and engineering survey.",,EPSG,EPSG,2002-06-28,,1,0
-2936,Pulkovo 1942 / CS63 zone A2,2773,projected,4530,,4284,18442,,,"Large scale topographic mapping, cadastral and engineering survey.",,EPSG,EPSG,2002-06-28,,1,0
-2937,Pulkovo 1942 / CS63 zone A3,2774,projected,4530,,4284,18443,,,"Large scale topographic mapping, cadastral and engineering survey.",,EPSG,EPSG,2002-06-28,,1,0
-2938,Pulkovo 1942 / CS63 zone A4,2775,projected,4530,,4284,18444,,,"Large scale topographic mapping, cadastral and engineering survey.",,EPSG,EPSG,2002-06-28,,1,0
-2939,Pulkovo 1942 / CS63 zone K2,2776,projected,4530,,4284,18446,,,"Large scale topographic mapping, cadastral and engineering survey.",,EPSG,EPSG,2002-06-28,,1,0
-2940,Pulkovo 1942 / CS63 zone K3,2777,projected,4530,,4284,18447,,,"Large scale topographic mapping, cadastral and engineering survey.",,EPSG,EPSG,2002-06-28,,1,0
-2941,Pulkovo 1942 / CS63 zone K4,2778,projected,4530,,4284,18448,,,"Large scale topographic mapping, cadastral and engineering survey.",,EPSG,EPSG,2002-06-28,,1,0
-2942,Porto Santo / UTM zone 28N,1314,projected,4400,,4615,16028,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,EPSG,2005-05-27,2003.231 2003.232 2005.18,1,0
-2943,Selvagem Grande / UTM zone 28N,2779,projected,4400,,4616,16028,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,EPSG,2003-08-14,2003.232,1,0
-2944,NAD83(CSRS) / SCoPQ zone 2,1420,projected,4499,,4617,17700,,,Large and medium scale topographic mapping and engineering survey.,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2002-07-13,,1,0
-2945,NAD83(CSRS) / MTM zone 3,1421,projected,4496,,4617,17703,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 3"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2002-07-13,,1,0
-2946,NAD83(CSRS) / MTM zone 4,1422,projected,4496,,4617,17704,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 4"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2002-07-13,,1,0
-2947,NAD83(CSRS) / MTM zone 5,1423,projected,4496,,4617,17705,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 5"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2002-07-13,,1,0
-2948,NAD83(CSRS) / MTM zone 6,1424,projected,4496,,4617,17706,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 6"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2002-07-13,,1,0
-2949,NAD83(CSRS) / MTM zone 7,1425,projected,4496,,4617,17707,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 7"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2002-07-13,,1,0
-2950,NAD83(CSRS) / MTM zone 8,1426,projected,4496,,4617,17708,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 8"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2002-07-13,,1,0
-2951,NAD83(CSRS) / MTM zone 9,1427,projected,4496,,4617,17709,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 9"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2002-07-13,,1,0
-2952,NAD83(CSRS) / MTM zone 10,1428,projected,4496,,4617,17710,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 10"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,2002-07-13,,1,0
-2953,NAD83(CSRS) / New Brunswick Stereo,1447,projected,4500,,4617,19946,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Service New Brunswick Land and Information Standards Manual,EPSG,2002-07-13,,1,0
-2954,NAD83(CSRS) / Prince Edward Isl. Stereographic (NAD83),1533,projected,4496,,4617,19960,,,Large and medium scale topographic mapping and engineering survey.,,PEI Department of Transportation & Public Works,EPSG,2002-07-13,,1,0
-2955,NAD83(CSRS) / UTM zone 11N,3528,projected,4400,,4617,16011,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,EPSG,2007-05-29,2006.461 2007.026,1,0
-2956,NAD83(CSRS) / UTM zone 12N,3527,projected,4400,,4617,16012,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,EPSG,2007-05-29,2006.461 2007.026,1,0
-2957,NAD83(CSRS) / UTM zone 13N,3526,projected,4400,,4617,16013,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,EPSG,2007-05-29,2006.461 2007.026,1,0
-2958,NAD83(CSRS) / UTM zone 17N,3416,projected,4400,,4617,16017,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,EPSG,2006-07-30,2006.462,1,0
-2959,NAD83(CSRS) / UTM zone 18N,3417,projected,4400,,4617,16018,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,EPSG,2006-07-30,2006.462,1,0
-2960,NAD83(CSRS) / UTM zone 19N,3524,projected,4400,,4617,16019,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,EPSG,2007-05-29,2006.461 2007.026,1,0
-2961,NAD83(CSRS) / UTM zone 20N,3525,projected,4400,,4617,16020,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,EPSG,2007-05-29,2006.461 2007.026,1,0
-2962,NAD83(CSRS) / UTM zone 21N,2151,projected,4400,,4617,16021,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,EPSG,2006-07-30,2006.461,1,0
-2963,Lisbon 1890 (Lisbon) / Portugal Bonne,1294,projected,6509,,4904,19979,,,Medium scale topographic mapping.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,EPSG,2003-08-14,2003.232,1,0
-2964,NAD27 / Alaska Albers,1330,projected,4497,,4267,15020,,,Small scale mapping and state planning.,,Various industry sources.,EPSG,2002-09-19,,1,0
-2965,NAD83 / Indiana East (ftUS),2196,projected,4497,,4269,15372,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26973. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2002-10-13,,1,0
-2966,NAD83 / Indiana West (ftUS),2197,projected,4497,,4269,15373,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26974. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2002-10-13,,1,0
-2967,NAD83(HARN) / Indiana East (ftUS),2196,projected,4497,,4152,15372,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2792. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2968,NAD83(HARN) / Indiana West (ftUS),2197,projected,4497,,4152,15373,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2793. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,EPSG,2007-04-20,2006.903 2007.031,1,0
-2969,Fort Marigot / UTM zone 20N,2828,projected,4400,,4621,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RRAF 1991 / UTM zone 20N (CRS code 2989).,IGN Paris,EPSG,2002-11-29,,1,0
-2970,Guadeloupe 1948 / UTM zone 20N,2829,projected,4400,,4622,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RRAF 1991 / UTM zone 20N (CRS code 2989).,IGN Paris,EPSG,2004-10-14,2004.561,1,0
-2971,CSG67 / UTM zone 22N,3144,projected,4400,,4623,16022,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGFG95 / UTM zone 22N (CRS code 2972).,IGN Paris,EPSG,2005-04-24,2004.562,1,0
-2972,RGFG95 / UTM zone 22N,3144,projected,4400,,4624,16022,,,Large and medium scale topographic mapping and engineering survey.,Replaces CSG67 / UTM zone 22N (CRS code 2971).,IGN Paris,EPSG,2002-11-29,,1,0
-2973,Martinique 1938 / UTM zone 20N,3276,projected,4400,,4625,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RRAF 1991 / UTM zone 20N (CRS code 2989).,IGN Paris,EPSG,2004-10-14,2004.561,1,0
-2975,RGR92 / UTM zone 40S,1196,projected,4400,,4627,16140,,,Large and medium scale topographic mapping and engineering survey.,Replaces Piton des Neiges / TM Reunion (CRS code 2990),IGN Paris,EPSG,2002-11-29,,1,0
-2976,Tahiti 52 / UTM zone 6S,2811,projected,4400,,4628,16106,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Tahiti 79 / UTM zone 6S (CRS code 3304) in Tahiti and Moorea 87 / UTM zone 6S (code 3305) in Moorea.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,2005.38,1,0
-2977,Tahaa 54 / UTM zone 5S,2812,projected,4400,,4629,16105,,,Large and medium scale topographic mapping and engineering survey.,"Replaced by RGPF / UTM zone 5S, CRS code 3296.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,2005.38,1,0
-2978,IGN72 Nuku Hiva / UTM zone 7S,3129,projected,4400,,4630,16107,,,Large and medium scale topographic mapping and engineering survey.,"Replaced by RGPF / UTM zone 7S, CRS code 3298.",IGN Paris,EPSG,2005-08-12,2005.38,1,0
-2979,K0 1949 / UTM zone 42S,2816,projected,4400,,4631,16142,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2002-11-29,,1,1
-2980,Combani 1950 / UTM zone 38S,3340,projected,4400,,4632,16138,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2002-11-29,,1,0
-2981,IGN56 Lifou / UTM zone 58S,2814,projected,4400,,4633,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2006.62,1,0
-2982,IGN72 Grand Terre / UTM zone 58S,2822,projected,4400,,4634,16158,,,Large and medium scale topographic mapping and engineering survey.,Superseded by RGNC 1991 / Lambert Caledonie (CRS code 2984).,IGN Paris,EPSG,2002-11-29,,1,1
-2983,ST87 Ouvea / UTM zone 58S,2813,projected,4400,,4635,16158,,,Large and medium scale topographic mapping and engineering survey.,Superseded by RGNC 1991 / Lambert Caledonie (CRS code 2984).,IGN Paris,EPSG,2002-11-29,,1,1
-2984,RGNC 1991 / Lambert New Caledonia,1174,projected,4499,,4645,19981,,,Large and medium scale topographic mapping and engineering survey.,"Supersedes IGN72 Grande Terre / UTM zone 58S, IGN56 Lifou / UTM zone 58S, ST87 Ouvea / UTM zone 58S, IGN53 Mare / UTM zone 58S, ST84 Ile des Pins / UTM zone 58S, ST71 Belep / UTM zone 58S and NEA74 Noumea / UTM zone 58S (CRS codes 2981,2983,2995-98,3060)",IGN Paris,EPSG,2003-08-14,2003.24,1,1
-2985,Petrels 1972 / Terre Adelie Polar Stereographic,2817,projected,4492,,4636,19983,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2003-09-22,2003.22,1,0
-2986,Perroud 1950 / Terre Adelie Polar Stereographic,2818,projected,4492,,4637,19983,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2002-11-29,,1,0
-2987,Saint Pierre et Miquelon 1950 / UTM zone 21N,1220,projected,4400,,4638,16021,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2006-02-03,2006.06,1,0
-2988,MOP78 / UTM zone 1S,2815,projected,4400,,4639,16101,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2002-11-29,,1,0
-2989,RRAF 1991 / UTM zone 20N,2824,projected,4400,,4640,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaces Sainte Anne / UTM zone 20N and Fort Marigot / UTM zone 20N (CRS codes 2969-70) in Guadeloupe and Fort Desaix / UTM zone 20N (CRS code 2973) in Martinique.,IGN Paris,EPSG,2002-11-29,,1,0
-2990,Reunion 1947 / TM Reunion,3337,projected,4499,,4626,19982,,,Large and medium scale topographic mapping and engineering survey.,Supersedes Reunion 1947 / Gauss Laborde Reunion (alias Piton des Neiges / Gauss Laborde Reunion). Superseded by RGR92 / UTM zone 40S (CRS code 2975).,IGN Paris,EPSG,2004-10-14,2004.561,1,1
-2991,NAD83 / Oregon Lambert,1406,projected,4499,,4269,13633,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,"State law defines use of International feet (note: not US survey feet). See code 2992 for non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Oregon Lambert (code 2993).","Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",EPSG,2002-12-19,,1,0
-2992,NAD83 / Oregon Lambert (ft),1406,projected,4495,,4269,15374,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,"State law defines use of International feet (note: not US survey feet). See code 2991 for metric definition. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / Oregon Lambert (ft) (code 2994).","Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",EPSG,2002-12-19,,1,0
-2993,NAD83(HARN) / Oregon Lambert,1406,projected,4499,,4152,13633,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,State law defines use of International feet (note: not US survey feet). See code 2994 for non-metric definition. Replaces NAD83 / Oregon Lambert for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",EPSG,2007-04-20,2006.903 2007.031,1,0
-2994,NAD83(HARN) / Oregon Lambert (ft),1406,projected,4495,,4152,15374,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,State law defines use of International feet (note: not US survey feet). See code 2993 for metric definition. Replaces NAD83 / Oregon Lambert (ft) for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",EPSG,2007-04-20,2006.903 2007.031,1,0
-2995,IGN53 Mare / UTM zone 58S,3434,projected,4400,,4641,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2006.62,1,0
-2996,ST84 Ile des Pins / UTM zone 58S,2820,projected,4400,,4642,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2006.62,1,0
-2997,ST71 Belep / UTM zone 58S,2821,projected,4400,,4643,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,IGN Paris,EPSG,2006-07-21,2006.62,1,0
-2998,NEA74 Noumea / UTM zone 58S,2823,projected,4400,,4644,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,IGN Paris,EPSG,2006-07-21,2006.62,1,0
-2999,Grand Comoros / UTM zone 38S,2807,projected,4400,,4646,16138,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,EPSG,2002-11-29,,1,0
-3000,Segara / NEIEZ,1360,projected,4499,,4613,19905,,,Large and medium scale topographic mapping and engineering survey.,,EPSG,EPSG,2003-01-16,,1,0
-3001,Batavia / NEIEZ,1285,projected,4499,,4211,19905,,,Large and medium scale topographic mapping and engineering survey.,,EPSG,EPSG,2003-01-16,,1,0
-3002,Makassar / NEIEZ,1316,projected,4499,,4257,19905,,,Large and medium scale topographic mapping and engineering survey.,,EPSG,EPSG,2003-01-16,,1,0
-3003,Monte Mario / Italy zone 1,1718,projected,4499,,4265,18121,,,Large and medium scale topographic mapping and engineering survey.,,EPSG,EPSG,2005-05-27,2004.07 2005.18,1,0
-3004,Monte Mario / Italy zone 2,1719,projected,4499,,4265,18122,,,Large and medium scale topographic mapping and engineering survey.,,EPSG,EPSG,2005-05-27,2004.07 2005.18,1,0
-3005,NAD83 / BC Albers,2832,projected,4400,,4269,19984,,,Spatial data storage and use for whole province in grid coordinates.,This CRS name may sometimes be used as an alias for NAD83(CSRS) / BC Albers. See CRS code 3153,Government of British Columbia Ministry of Sustainable Resource Management. http://srmwww.gov.bc.ca/gis/bceprojection.html,EPSG,2006-07-30,2006.461,1,0
-3006,SWEREF99 TM,1225,projected,4531,,4619,17333,,,Medium and small scale topographic mapping.,From 2003 replaces RT90 2.5 gon V (CRS code 3021). For large scale applications see CRS codes 3007-18.,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3007,SWEREF99 12 00,2833,projected,4531,,4619,17321,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3008,SWEREF99 13 30,2834,projected,4531,,4619,17322,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3009,SWEREF99 15 00,2835,projected,4531,,4619,17323,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3010,SWEREF99 16 30,2836,projected,4531,,4619,17324,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3011,SWEREF99 18 00,2837,projected,4531,,4619,17325,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3012,SWEREF99 14 15,2838,projected,4531,,4619,17326,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3013,SWEREF99 15 45,2839,projected,4531,,4619,17327,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3014,SWEREF99 17 15,2840,projected,4531,,4619,17328,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3015,SWEREF99 18 45,2841,projected,4531,,4619,17329,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3016,SWEREF99 20 15,2842,projected,4531,,4619,17330,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3017,SWEREF99 21 45,2843,projected,4531,,4619,17331,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3018,SWEREF99 23 15,2844,projected,4531,,4619,17332,,,"Large scale topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3019,RT90 7.5 gon V,2845,projected,4530,,4124,17334,,,"Topographic mapping, engineering survey, cadastre.",Replaces RT38 7.5 gon V (CRS code 3025) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3020,RT90 5 gon V,2846,projected,4530,,4124,17335,,,"Topographic mapping, engineering survey, cadastre.",Replaces RT38 5 gon V (CRS code 3026) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3021,RT90 2.5 gon V,2847,projected,4530,,4124,19929,,,"(i) Medium and small scale mapping. (ii) Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",Replaces RT38 2.5 gon V (CRS code 3027) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3006-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-27,2005.18 2005.22,1,0
-3022,RT90 0 gon,2848,projected,4530,,4124,17336,,,"Topographic mapping, engineering survey, cadastre.",Replaces RT38 0 gon (CRS code 3028) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3023,RT90 2.5 gon O,2849,projected,4530,,4124,17337,,,"Topographic mapping, engineering survey, cadastre.",Replaces RT38 2.5 gon O (CRS code 3029) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3024,RT90 5 gon O,2850,projected,4530,,4124,17338,,,"Topographic mapping, engineering survey, cadastre.",Replaces RT38 5 gon O (CRS code 3030) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3025,RT38 7.5 gon V,2845,projected,4530,,4308,17334,,,"Topographic mapping, engineering survey, cadastre.",Replaced by RT90 7.5 gon V (CRS code 3019).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3026,RT38 5 gon V,2846,projected,4530,,4308,17335,,,"Topographic mapping, engineering survey, cadastre.",Replaced by RT90 5 gon V (CRS code 3020).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3027,RT38 2.5 gon V,2847,projected,4530,,4308,19929,,,"(i) Medium and small scale mapping. (ii) Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",Replaced by RT90 2.5 gon V (CRS code 3021).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3028,RT38 0 gon,2848,projected,4530,,4308,17336,,,"Topographic mapping, engineering survey, cadastre.",Replaced by RT90 0 gon (CRS code 3022).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3029,RT38 2.5 gon O,2849,projected,4530,,4308,17337,,,"Topographic mapping, engineering survey, cadastre.",Replaced by RT90 2.5 gon O (CRS code 3023).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3030,RT38 5 gon O,2850,projected,4530,,4308,17338,,,"Topographic mapping, engineering survey, cadastre.",Replaced by RT90 5 gon O (CRS code 3024).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-21,2005.22,1,0
-3031,WGS 84 / Antarctic Polar Stereographic,1031,projected,4490,,4326,19992,,,"Antarctic Digital Database and small scale (<1:1,000,000) studies and topographic mapping.",,Scientific Committee for Antarctic Reasearch (SCAR) Antarctic Digital Database (ADD) manual. http://www.add.scar.org.,EPSG,2005-04-14,2005.12,1,0
-3032,WGS 84 / Australian Antarctic Polar Stereographic,1278,projected,4489,,4326,19993,,,"1: Small scale (<1:1,000,000) studies and topographic mapping. 2: Medium scale studies and topographic mapping south of 80 deg S.",,Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/,EPSG,2005-09-29,2005.46,1,0
-3033,WGS 84 / Australian Antarctic Lambert,2880,projected,4400,,4326,19994,,,Medium scale studies and topographic mapping.,,Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/,EPSG,2005-09-29,2005.46,1,0
-3034,ETRS89 / ETRS-LCC,1298,projected,4500,,4258,19985,,,"Single CRS for all Europe. Used for conformal mapping at scales of 1:500,000 and smaller.","ETRS-TM (CRS codes 3038-51) used for conformal mapping at scales larger than 1:500,000. ETRS-LAEA (CRS code 3035) used for statistical applications at any scale","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3035,ETRS89 / ETRS-LAEA,1298,projected,4532,,4258,19986,,,Single CRS for all Europe. Used for statistical mapping at all scales and other purposes where true area representation is required.,ETRS-LCC (code 3034) or ETRS-TM (codes 3038-51) used for conformal mapping.,"European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3036,Moznet / UTM zone 36S,1540,projected,4400,,4130,16136,,,Large and medium scale topographic mapping and engineering survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-3037,Moznet / UTM zone 37S,1541,projected,4400,,4130,16137,,,Large and medium scale topographic mapping and engineering survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-3038,ETRS89 / ETRS-TM26,2855,projected,4500,,4258,16026,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3039,ETRS89 / ETRS-TM27,2856,projected,4500,,4258,16027,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3040,ETRS89 / ETRS-TM28,2857,projected,4500,,4258,16028,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3041,ETRS89 / ETRS-TM29,2858,projected,4500,,4258,16029,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3042,ETRS89 / ETRS-TM30,2859,projected,4500,,4258,16030,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3043,ETRS89 / ETRS-TM31,2860,projected,4500,,4258,16031,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3044,ETRS89 / ETRS-TM32,2861,projected,4500,,4258,16032,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3045,ETRS89 / ETRS-TM33,2862,projected,4500,,4258,16033,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3046,ETRS89 / ETRS-TM34,2863,projected,4500,,4258,16034,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3047,ETRS89 / ETRS-TM35,2864,projected,4500,,4258,16035,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3048,ETRS89 / ETRS-TM36,2865,projected,4500,,4258,16036,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3049,ETRS89 / ETRS-TM37,2866,projected,4500,,4258,16037,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3050,ETRS89 / ETRS-TM38,2867,projected,4500,,4258,16038,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.18 2005.46 2007.014,1,0
-3051,ETRS89 / ETRS-TM39,2868,projected,4500,,4258,16039,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",EPSG,2007-02-02,2005.142 2005.18 2005.46 2007.014,1,0
-3052,Reykjavik 1900 / Lambert 1900,3262,projected,4491,,4657,19987,,,Medium scale topographic mapping.,Replaced by Hjorsey 1955 / Lambert 1955 (CRS code 3053). See ellipsoid remarks.,Landmaelingar Islands (National Survey of Iceland).,EPSG,2003-06-27,,1,0
-3053,Hjorsey 1955 / Lambert 1955,3262,projected,4491,,4658,19988,,,Engineering survey and small scale mapping.,Replaces Reykjavik 1900 / Lambert 1900 (CRS code 3052). Replaced by ISN93 / Lambert 1993 (CRS code 3057).,Landmaelingar Islands (National Survey of Iceland).,EPSG,2003-06-27,,1,0
-3054,Hjorsey 1955 / UTM zone 26N,2851,projected,4400,,4658,16026,,,"1/50,000 scale topographic mapping published between 1955 and 2000.",Replaced by ISN93 / Lambert 1993 (CRS code 3057).,Landmaelingar Islands (National Survey of Iceland).,EPSG,2003-06-27,,1,0
-3055,Hjorsey 1955 / UTM zone 27N,2852,projected,4400,,4658,16027,,,"1/50,000 scale topographic mapping published between 1955 and 2000.",Replaced by ISN93 / Lambert 1993 (CRS code 3057).,Landmaelingar Islands (National Survey of Iceland).,EPSG,2003-06-27,,1,0
-3056,Hjorsey 1955 / UTM zone 28N,2853,projected,4400,,4658,16028,,,"1/50,000 scale topographic mapping published between 1955 and 2000.",Replaced by ISN93 / Lambert 1993 (CRS code 3057).,Landmaelingar Islands (National Survey of Iceland).,EPSG,2003-06-27,,1,0
-3057,ISN93 / Lambert 1993,1120,projected,4499,,4659,19989,,,Medium and small scale topographic mapping.,Replaces Hjorsey 1955 / Lambert 1955 (CRS code 3053).,Landmaelingar Islands (National Survey of Iceland).,EPSG,2003-06-27,,1,0
-3058,Helle 1954 / Jan Mayen Grid,2869,projected,4531,,4660,19991,,,Topographic mapping.,,Statens kartverk,EPSG,2003-06-27,,1,0
-3059,LKS92 / Latvia TM,1139,projected,4530,,4661,19990,,,Large and medium scale topographic mapping and engineering survey.,LKS92 / TM Baltic (CRS code 25884) used for medium and small scale applications.,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu,EPSG,2005-05-27,2005.18,1,0
-3060,IGN72 Grande Terre / UTM zone 58S,2822,projected,4400,,4662,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2006.62,1,0
-3061,Porto Santo 1995 / UTM zone 28N,1314,projected,4400,,4663,16028,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,EPSG,2003-08-14,,1,0
-3062,Azores Oriental 1995 / UTM zone 26N,1345,projected,4400,,4664,16026,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,EPSG,2003-08-14,,1,0
-3063,Azores Central 1995 / UTM zone 26N,1301,projected,4400,,4665,16026,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,EPSG,2003-08-14,,1,0
-3064,IGM95 / UTM zone 32N,1718,projected,4400,,4670,16032,,,Scientific study.,,ENI,EPSG,2004-01-07,,1,0
-3065,IGM95 / UTM zone 33N,1719,projected,4400,,4670,16033,,,Scientific study.,,ENI,EPSG,2004-01-07,,1,0
-3066,ED50 / Jordan TM,1130,projected,4400,,4230,19995,,,Large and medium scale topographic mapping and engineering survey.,Information has not been confirmed by National Mapping Agency.,Various industry sources,EPSG,2004-01-29,,1,0
-3067,ETRS89 / ETRS-TM35FIN,1095,projected,4400,,4258,16065,,,Large and medium scale topographic mapping and engineering survey.,Identical to ETRS89 / UTM zone 35N (code 25835) except for area of use.,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3068,DHDN / Soldner Berlin,2898,projected,4531,,4314,19996,,,"Large scale topographic and statistical mapping, cadastral and engineering survey.",,"Berlin state statistical office. Also at
-http://www.kulturbuch-verlag.de/online/brv/D0026/F01293.pdf",EPSG,2004-04-22,,1,0
-3069,NAD27 / Wisconsin Transverse Mercator,1418,projected,4499,,4267,14811,,,State-wide applications requiring a single system.,Designed as a single zone for the whole state. Replaced by NAD83 / Wisconsin Transverse Mercator (CRS code 3070).,Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,EPSG,2004-04-23,2005.17,1,0
-3070,NAD83 / Wisconsin Transverse Mercator,1418,projected,4499,,4269,14841,,,State-wide applications requiring a single system.,"Designed as a single zone for the whole state. Replaces NAD27 / Wisconsin Transverse Mercator (CRS code 3069). For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Wisconsin Transverse Mercator.",Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,EPSG,2004-04-23,,1,0
-3071,NAD83(HARN) / Wisconsin Transverse Mercator,1418,projected,4499,,4152,14841,,,State-wide applications requiring a single system.,Designed as a single zone for the whole state. Replaces NAD83 / Wisconsin Transverse Mercator for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Wisconsin Transverse Mercator.,Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,EPSG,2007-04-20,2006.903 2007.031,1,0
-3072,NAD83 / Maine CS2000 East,2960,projected,4499,,4269,11851,,,Large and medium scale topographic mapping and engineering survey.,"Replaces CS27 and SPCS83 from 1/1/2001. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / CS2000.","State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2007-01-19,2006.72,1,0
-3073,NAD83 / Maine CS2000 Central,2959,projected,4499,,4269,11852,,,Large and medium scale topographic mapping and engineering survey.,Supersedes CS27 and SPCS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2006-08-10,2006.72,1,1
-3074,NAD83 / Maine CS2000 West,2958,projected,4499,,4269,11853,,,Large and medium scale topographic mapping and engineering survey.,"Replaces CS27 and SPCS83 from 1/1/2001. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / CS2000.","State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2007-01-19,2006.72,1,0
-3075,NAD83(HARN) / Maine CS2000 East,2960,projected,4499,,4152,11851,,,Large and medium scale topographic mapping and engineering survey.,Replaces CS27 and SPCS83 from 1/1/2001. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2007-04-20,2006.72 2006.903 2007.031,1,0
-3076,NAD83(HARN) / Maine CS2000 Central,2959,projected,4499,,4152,11852,,,Large and medium scale topographic mapping and engineering survey.,Supersedes CS27 and SPCS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2007-04-20,2006.72 2007.031,1,1
-3077,NAD83(HARN) / Maine CS2000 West,2958,projected,4499,,4152,11853,,,Large and medium scale topographic mapping and engineering survey.,Replaces CS27 and SPCS83 from 1/1/2001. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2007-04-20,2006.72 2006.903 2007.031,1,0
-3078,NAD83 / Michigan Oblique Mercator,1391,projected,4499,,4269,12150,,,Used for spatial data presentation for whole state.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Michigan Oblique Mercator.","Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf",EPSG,2004-06-16,,1,0
-3079,NAD83(HARN) / Michigan Oblique Mercator,1391,projected,4499,,4152,12150,,,Used for spatial data presentation for whole state.,Replaces NAD83 / Michigan Oblique Mercator for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Michigan Oblique Mercator.,"Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf",EPSG,2007-04-20,2006.903 2007.031,1,0
-3080,NAD27 / Shackleford,1412,projected,4495,,4267,14252,,,Used for spatial data presentation for whole state.,"Replaced by NAD83 / TSMS.
-Care: survey data in Texas uses the US survey foot, not the International foot used by this system.","Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2004-06-16,,1,0
-3081,NAD83 / Texas State Mapping System,1412,projected,4499,,4269,14251,,,Used for spatial data presentation for whole state.,Replaces NAD27 / Shackleford. From 2001 replaced by NAD83 / Texas Centric Mapping System (TCMS/LC and TCMS/AEA).,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2006-08-24,2006.72,1,0
-3082,NAD83 / Texas Centric Lambert Conformal,1412,projected,4499,,4269,14253,,,Used for state-wide spatial data presentation requiring shape preservation.,"For state-wide spatial data presentation requiring true area measurements use TCMS/AEA. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Texas Centric Lambert Conformal.","Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2006-08-24,2006.72,1,0
-3083,NAD83 / Texas Centric Albers Equal Area,1412,projected,4499,,4269,14254,,,Used for state-wide spatial data presentation requiring true area measurements.,"For state-wide spatial data presentation requiring shape preservation use TCMS/LC. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Texas Centric Albers Equal Area.","Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2006-08-24,2006.72,1,0
-3084,NAD83(HARN) / Texas Centric Lambert Conformal,1412,projected,4499,,4152,14253,,,Used for state-wide spatial data presentation requiring shape preservation.,For state-wide spatial data presentation requiring true area measurements use TCMS/AEA (CRS code 3085). Replaces NAD83 / Texas Centric Lambert Conformal for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Texas Centric LC.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2007-04-20,2006.72 2006.903 2007.031,1,0
-3085,NAD83(HARN) / Texas Centric Albers Equal Area,1412,projected,4499,,4152,14254,,,Used for state-wide spatial data presentation requiring true area measurements.,For state-wide spatial data presentation requiring shape preservation use TCMS/LC (CRS code 3084). Replaces NAD83 / Texas Centric Albers Equal Area for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Texas Centric AEA.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2007-04-20,2006.72 2006.903 2007.031,1,0
-3086,NAD83 / Florida GDL Albers,1379,projected,4499,,4269,10934,,,Used for spatial data presentation for whole state.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Florida GDL Albers.","Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj",EPSG,2004-08-13,,1,0
-3087,NAD83(HARN) / Florida GDL Albers,1379,projected,4499,,4152,10934,,,Used for spatial data presentation for whole state.,Replaces NAD83 / Florida GDL Albers for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Florida GDL Albers.,"Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj",EPSG,2007-04-20,2006.903 2007.031,1,0
-3088,NAD83 / Kentucky Single Zone,1386,projected,4499,,4269,11630,,,Used for spatial data presentation for whole state.,"State law defines system in US survey feet. See code 3089 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Kentucky (m) (code 3090).","National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",EPSG,2004-08-13,,1,0
-3089,NAD83 / Kentucky Single Zone (ftUS),1386,projected,4497,,4269,15375,,,Used for spatial data presentation for whole state.,"State law defines system in US survey feet. See code 3088 for equivalent metric definition. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / Kentucky (ftUS) (code 3091).","National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",EPSG,2004-08-13,,1,0
-3090,NAD83(HARN) / Kentucky Single Zone,1386,projected,4499,,4152,11630,,,Used for spatial data presentation for whole state.,State law defines system in US survey feet. See code 3091 for equivalent non-metric definition. Replaces NAD83 / KY1Z for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / KY1Z.,"National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",EPSG,2007-04-20,2006.903 2007.031,1,0
-3091,NAD83(HARN) / Kentucky Single Zone (ftUS),1386,projected,4497,,4152,15375,,,Used for spatial data presentation for whole state.,State law defines system in US survey feet. See code 3090 for equivalent metric definition. Replaces NAD83 / KY1Z (ft) for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / KY1Z(ft).,"National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",EPSG,2007-04-20,2006.903 2007.031,1,0
-3092,Tokyo / UTM zone 51N,2951,projected,4400,,4301,16051,,,Medium scale topographic mapping.,Replaced by JGD2000 / UTM zone 51N (code 3182).,Geographic Survey Institute; Japan.,EPSG,2004-04-27,,1,0
-3093,Tokyo / UTM zone 52N,2952,projected,4400,,4301,16052,,,Medium scale topographic mapping.,Replaced by JGD2000 / UTM zone 52N (code 3183).,Geographic Survey Institute; Japan.,EPSG,2004-04-27,,1,0
-3094,Tokyo / UTM zone 53N,2953,projected,4400,,4301,16053,,,Medium scale topographic mapping.,Replaced by JGD2000 / UTM zone 53N (code 3184).,Geographic Survey Institute; Japan.,EPSG,2004-04-27,,1,0
-3095,Tokyo / UTM zone 54N,2954,projected,4400,,4301,16054,,,Medium scale topographic mapping.,Replaced by JGD2000 / UTM zone 54N (code 3185).,Geographic Survey Institute; Japan.,EPSG,2004-04-27,,1,0
-3096,Tokyo / UTM zone 55N,2955,projected,4400,,4301,16055,,,Medium scale topographic mapping.,Replaced by JGD2000 / UTM zone 55N (code 3186).,Geographic Survey Institute; Japan.,EPSG,2004-04-27,,1,0
-3097,JGD2000 / UTM zone 51N,2951,projected,4400,,4612,16051,,,Medium scale topographic mapping.,Replaces Tokyo / UTM zone 51N (code 3177).,Geographic Survey Institute; Japan.,EPSG,2004-04-27,,1,0
-3098,JGD2000 / UTM zone 52N,2952,projected,4400,,4612,16052,,,Medium scale topographic mapping.,Replaces Tokyo / UTM zone 52N (code 3178).,Geographic Survey Institute; Japan.,EPSG,2004-04-27,,1,0
-3099,JGD2000 / UTM zone 53N,2953,projected,4400,,4612,16053,,,Medium scale topographic mapping.,Replaces Tokyo / UTM zone 53N (code 3179).,Geographic Survey Institute; Japan.,EPSG,2004-04-27,,1,0
-3100,JGD2000 / UTM zone 54N,2954,projected,4400,,4612,16054,,,Medium scale topographic mapping.,Replaces Tokyo / UTM zone 54N (code 3180).,Geographic Survey Institute; Japan.,EPSG,2004-04-27,,1,0
-3101,JGD2000 / UTM zone 55N,2955,projected,4400,,4612,16055,,,Medium scale topographic mapping.,Replaces Tokyo / UTM zone 55N (code 3181).,Geographic Survey Institute; Japan.,EPSG,2004-04-27,,1,0
-3102,American Samoa 1962 / American Samoa Lambert,3109,projected,4497,,4169,15376,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NAD83(HARN) / UTM zone 2S (projCRS 2195) as of mid-2000.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,EPSG,2005-05-21,2005.23,1,0
-3103,Mauritania 1999 / UTM zone 28N,2971,projected,4400,,4681,16028,,,Large and medium scale topographic mapping and engineering survey.,CARE! This CRS under investigation - may be in error.,Department for the Mining Cadastre.,EPSG,2004-10-14,,1,1
-3104,Mauritania 1999 / UTM zone 29N,2970,projected,4400,,4681,16029,,,Large and medium scale topographic mapping and engineering survey.,CARE! This CRS under investigation - may be in error.,Department for the Mining Cadastre.,EPSG,2004-10-14,,1,1
-3105,Mauritania 1999 / UTM zone 30N,2969,projected,4400,,4681,16030,,,Large and medium scale topographic mapping and engineering survey.,CARE! This CRS under investigation - may be in error.,Department for the Mining Cadastre.,EPSG,2004-10-14,,1,1
-3106,Gulshan 303 / Bangladesh Transverse Mercator,1041,projected,4400,,4682,16490,,,Large and medium scale topographic mapping and engineering survey.,,Survey of Bangladesh via IGN Paris and Tullow Oil.,EPSG,2006-06-22,2006.47,1,0
-3107,GDA94 / SA Lambert,2986,projected,4400,,4283,17359,,,Natural Resources mapping of whole State.,,"South Australia Department for Environment and Heritage, Spatial Information Committee (SICOM); http://www.environment.sa.gov.au/mapland/sicom/sicom/lambert.html",EPSG,2004-10-20,,1,0
-3108,ETRS89 / Guernsey Grid,2989,projected,4400,,4258,19998,,,Large and medium scale topographic mapping and engineering survey.,Replaced ED50 / UTM zone 30N with effect from 1996.,"States of Guernsey and Digimap Ltd, Guernsey.",EPSG,2004-11-26,,1,0
-3109,ETRS89 / Jersey Transverse Mercator,2988,projected,4400,,4258,19999,,,Large and medium scale topographic mapping and engineering survey.,Effective from January 1st 2005.,Jersey Planning & Environment Department.,EPSG,2004-11-26,,1,0
-3110,AGD66 / Vicgrid66,2285,projected,4400,,4202,17360,,,Natural Resources mapping of whole State.,"May also be used to display Victoria, New South Wales, Tasmania and South Australia as a single entity. Replaced by Vicgrid94 (CRS code 3111) with effect from 2nd February 2000.",Victoria Land Registry; http://www.land.vic.gov.au,EPSG,2005-01-07,,1,0
-3111,GDA94 / Vicgrid94,2285,projected,4400,,4283,17361,,,Natural Resources mapping of whole State.,"May also be used to display Victoria, New South Wales, Tasmania and South Australia as a single entity. Replaces Vicgrid66 (CRS code 3110) with effect from 2nd February 2000.",Victoria Land Registry; http://www.land.vic.gov.au,EPSG,2005-01-07,,1,0
-3112,GDA94 / Geoscience Australia Lambert,2575,projected,4400,,4283,17362,,,Australia-wide geoscience mapping.,,Geoscience Australia; http://www.ga.gov.au/map/broker/wms_info.php,EPSG,2005-01-07,,1,0
-3113,GDA94 / BCSG02,2990,projected,4400,,4283,17363,,,Engineering survey projects and consequent design and construction,,Brisbane City Council,EPSG,2005-02-21,,1,0
-3114,MAGNA-SIRGAS / Colombia Far West zone,3091,projected,4500,,4686,18055,,,Large and medium scale topographic mapping and engineering survey.,Replaces Bogota 1975 / Colombia West zone (CRS code 21891).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"".",EPSG,2007-07-02,2007.060,1,0
-3115,MAGNA-SIRGAS / Colombia West zone,3090,projected,4500,,4686,18056,,,Large and medium scale topographic mapping and engineering survey.,Replaces Bogota 1975 / Colombia West zone (CRS code 21891).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"".",EPSG,2007-07-02,2007.060,1,0
-3116,MAGNA-SIRGAS / Colombia Bogota zone,1599,projected,4500,,4686,18057,,,Large and medium scale topographic mapping and engineering survey. Also used for small scale mappig of whole country.,Replaces Bogota 1975 / Colombia Bogota zone (CRS code 21892).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.060,1,0
-3117,MAGNA-SIRGAS / Colombia East Central zone,1600,projected,4500,,4686,18058,,,Large and medium scale topographic mapping and engineering survey.,Replaces Bogota 1975 / Colombia East Central zone (CRS code 21893).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"".",EPSG,2007-07-02,2007.060,1,0
-3118,MAGNA-SIRGAS / Colombia East zone,1601,projected,4500,,4686,18059,,,Large and medium scale topographic mapping and engineering survey.,Replaces Bogota 1975 / Colombia East zone (CRS code 21894).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"".",EPSG,2007-07-02,2007.060,1,0
-3119,Douala 1948 / AEF west,2555,projected,4400,,4192,18415,,,Medium and small scale topographic mapping and engineering survey.,Replaced by Manoca 1962 / UTM zone 32N (code 2215).,,EPSG,2005-06-17,,1,0
-3120,Pulkovo 1942(58) / Poland zone I,1515,projected,4530,,4179,18280,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 7 and 8 (codes 2178-79).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005-10-29,,1,0
-3121,PRS92 / Philippines zone 1,1698,projected,4499,,4683,18171,,,Large and medium scale topographic mapping and engineering survey.,Replaces Luzon 1911 / Philippines zone I (CRS code 25391).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",EPSG,2004-12-24,,1,0
-3122,PRS92 / Philippines zone 2,1699,projected,4499,,4683,18172,,,Large and medium scale topographic mapping and engineering survey.,Replaces Luzon 1911 / Philippines zone II (CRS code 25392).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",EPSG,2004-12-24,,1,0
-3123,PRS92 / Philippines zone 3,1700,projected,4499,,4683,18173,,,Large and medium scale topographic mapping and engineering survey.,Replaces Luzon 1911 / Philippines zone III (CRS code 25393).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",EPSG,2004-12-24,,1,0
-3124,PRS92 / Philippines zone 4,1701,projected,4499,,4683,18174,,,Large and medium scale topographic mapping and engineering survey.,Replaces Luzon 1911 / Philippines zone IV (CRS code 25394).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",EPSG,2004-12-24,,1,0
-3125,PRS92 / Philippines zone 5,1702,projected,4499,,4683,18175,,,Large and medium scale topographic mapping and engineering survey.,Replaces Luzon 1911 / Philippines zone V (CRS code 25395).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",EPSG,2004-12-24,,1,0
-3126,ETRS89 / ETRS-GK19FIN,3092,projected,4500,,4258,18183,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3127,ETRS89 / ETRS-GK20FIN,3093,projected,4500,,4258,18184,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3128,ETRS89 / ETRS-GK21FIN,3094,projected,4500,,4258,18185,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3129,ETRS89 / ETRS-GK22FIN,3095,projected,4500,,4258,18186,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3130,ETRS89 / ETRS-GK23FIN,3096,projected,4500,,4258,18187,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3131,ETRS89 / ETRS-GK24FIN,3097,projected,4500,,4258,18188,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3132,ETRS89 / ETRS-GK25FIN,3098,projected,4500,,4258,18189,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3133,ETRS89 / ETRS-GK26FIN,3099,projected,4500,,4258,18190,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3134,ETRS89 / ETRS-GK27FIN,3100,projected,4500,,4258,18195,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3135,ETRS89 / ETRS-GK28FIN,3101,projected,4500,,4258,18196,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3136,ETRS89 / ETRS-GK29FIN,3102,projected,4500,,4258,18197,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3137,ETRS89 / ETRS-GK30FIN,3103,projected,4500,,4258,18198,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3138,ETRS89 / ETRS-GK31FIN,3104,projected,4500,,4258,18199,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2007-02-02,2007.014,1,0
-3139,Vanua Levu 1915 / Vanua Levu Grid,3401,projected,4533,,4748,19878,,,"Large topographic mapping, cadastral and engineering survey.","For topographic mapping, replaced by Fiji 1956 / UTM (CRS codes 3141-42). For other purposes, replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).","Department of Lands and Survey, Fiji.",OGP,2007-02-06,2007.017,1,0
-3140,Viti Levu 1912 / Viti Levu Grid,3195,projected,4533,,4752,19879,,,"Large topographic mapping, cadastral and engineering survey.","For topographic mapping, replaced by Fiji 1956 / UTM (CRS codes 3141-42). For other purposes, replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).","Department of Lands and Survey, Fiji.",OGP,2007-02-06,2007.017,1,0
-3141,Fiji 1956 / UTM zone 60S,3399,projected,4400,,4721,16160,,,Topographic mapping.,"For topographic mapping, replaces Vanua Levu / Vanua Levu Grid (CRS code 3140). Replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2007-02-06,2007.017,1,0
-3142,Fiji 1956 / UTM zone 1S,3400,projected,4400,,4721,16101,,,Topographic mapping.,"For topographic mapping, replaces Viti Levu / Viti Levu Grid (CRS code 3139) and Vanua Levu / Vanua Levu Grid (CRS code 3140). Replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2007-02-06,2007.017,1,0
-3143,Fiji 1986 / Fiji Map Grid,1094,projected,4400,,4720,19880,,,"Topographic mapping, cadastral and engineering survey.","Supersedes Viti Levu 1912 / Viti Levu Grid, Vanua Levu 1915 / Vanua Levu Grid, Fiji 1956 / UTM zone 60S and Fiji 1956 / UTM zone 1S (CRS codes 3139-42).","Department of Lands and Survey, Fiji.",OGP,2006-07-19,,1,1
-3144,FD54 / Faroe Lambert,3248,projected,4501,,4741,19870,,,Cadastral survey.,Replaced by fk89 (CRS code 3173).,KMS,OGP,2006-08-04,,1,0
-3145,ETRS89 / Faroe Lambert,3248,projected,4501,,4258,19870,,,Topographical mapping.,Replaces ED50 / UTM zone 29N for topographic mapping. For cadastral survey see fk89 (CRS code 3173).,KMS,OGP,2007-02-02,2007.014,1,0
-3146,Pulkovo 1942 / 3-degree Gauss-Kruger zone 6,3403,projected,4530,,4284,16266,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 8E (code 3147).,OGP,OGP,2006-07-14,,1,0
-3147,Pulkovo 1942 / 3-degree Gauss-Kruger CM 18E,3403,projected,4530,,4284,16366,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 6 (code 3146).,OGP,OGP,2006-07-14,,1,0
-3148,Indian 1960 / UTM zone 48N,1542,projected,4400,,4131,16048,,,Large and medium scale topographic mapping and engineering survey.,In Vietnam replaced by Hanoi 72 / Gauss zone 18 from 1988 onwards.,,EPSG,1998-11-11,,1,0
-3149,Indian 1960 / UTM zone 49N,1453,projected,4400,,4131,16049,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Hanoi 72 / Gauss zone 18 from 1988 onwards.,,EPSG,1998-11-11,,1,0
-3150,Pulkovo 1995 / 3-degree Gauss-Kruger zone 6,3403,projected,4530,,4200,16266,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 18E (code 3151).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2006-07-14,,1,0
-3151,Pulkovo 1995 / 3-degree Gauss-Kruger CM 18E,3403,projected,4530,,4200,16366,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 6 (code 3150).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2006-07-14,,1,0
-3152,ST74,3408,projected,4531,,4619,19876,,,"Large scale topographic mapping, cadastral and engineering survey.",Simulation of engineering (local) coordinate reference system through a Sweref-related projected CRS. Accuracy better than 0.05m.,"Lantmateriet, http://www.lantmateriet.com, SWEPOS pages.",OGP,2006-07-20,,1,0
-3153,NAD83(CSRS) / BC Albers,2832,projected,4400,,4617,19984,,,Spatial data storage and use for whole province in grid coordinates.,,Government of British Columbia Ministry of Sustainable Resource Management. http://srmwww.gov.bc.ca/gis/bceprojection.html,OGP,2006-07-30,,1,0
-3154,NAD83(CSRS) / UTM zone 7N,3409,projected,4400,,4617,16007,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006-07-30,,1,0
-3155,NAD83(CSRS) / UTM zone 8N,3410,projected,4400,,4617,16008,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006-07-30,,1,0
-3156,NAD83(CSRS) / UTM zone 9N,3411,projected,4400,,4617,16009,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006-07-30,,1,0
-3157,NAD83(CSRS) / UTM zone 10N,3412,projected,4400,,4617,16010,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006-07-30,,1,0
-3158,NAD83(CSRS) / UTM zone 14N,3413,projected,4400,,4617,16014,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006-07-30,,1,0
-3159,NAD83(CSRS) / UTM zone 15N,3414,projected,4400,,4617,16015,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006-07-30,,1,0
-3160,NAD83(CSRS) / UTM zone 16N,3415,projected,4400,,4617,16016,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006-07-30,,1,0
-3161,NAD83 / Ontario MNR Lambert,1367,projected,4400,,4269,19875,,,Province-wide environmental mapping.,,Ontario Ministry of Natural Resources via Conservation Ontario.,OGP,2006-07-21,,1,0
-3162,NAD83(CSRS) / Ontario MNR Lambert,1367,projected,4400,,4617,19875,,,Province-wide environmental mapping.,,Ontario Ministry of Natural Resources via Conservation Ontario.,OGP,2006-07-21,,1,0
-3163,RGNC91-93 / Lambert New Caledonia,3430,projected,4499,,4749,19981,,,Large and medium scale topographic mapping and engineering survey.,"Replaces IGN72 Grande Terre / UTM zone 58S, IGN56 Lifou / UTM zone 58S, ST87 Ouvea / UTM zone 58S, IGN53 Mare / UTM zone 58S, ST84 Ile des Pins / UTM zone 58S, ST71 Belep / UTM zone 58S and NEA74 Noumea / UTM zone 58S (CRS codes 2981,2995-98,3060,3164)","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,,1,0
-3164,ST87 Ouvea / UTM zone 58S,2813,projected,4400,,4750,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,,1,0
-3165,NEA74 Noumea / Noumea Lambert,2823,projected,4499,,4644,19873,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163). Gives identical conversion results as NEA74 Noumea / Noumea Lambert 2 (CRS code 3166).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,,1,0
-3166,NEA74 Noumea / Noumea Lambert 2,2823,projected,4499,,4644,19874,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163). Variant of NEA74 Noumea / Noumea Lambert (CRS code 3166) with defining parameters at integer seconds: gives identical conversion results.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,,1,0
-3167,Kertau (RSO) / RSO Malaya (ch),1690,projected,4410,,4751,19871,,,Large and medium scale topographic mapping and engineering survey.,See Kertau (RSO) / RSO Malaya (m) (CRS code 3168) for metric equivalent. Replaced by GDM2000 / Peninsula RSO (CRS code 3375).,Defence Geographic Centre.,OGP,2006-08-14,2006.73,1,0
-3168,Kertau (RSO) / RSO Malaya (m),1690,projected,4400,,4751,19872,,,Large and medium scale topographic mapping and engineering survey.,Adopts metric conversion of 0.914398 metres per yard. See Kertau (RSO) / RSO Malaya (ch) (CRS code 3168) for Imperial version. Replaced by GDM2000 / Peninsula RSO (CRS code 3375).,Defence Geographic Centre.,OGP,2006-08-14,2006.73,1,0
-3169,RGNC91-93 / UTM zone 57S,3431,projected,4400,,4749,16157,,,Large and medium scale topographic mapping and engineering survey.,"Used for EEZ mapping. For area of Grande-Terre, Isle de Pins, Belep and Loyalty Islands (Lifou, Mare, Ouvea), use RGNC91-93 / Lambert New Caledonia (CRS code 3163) rather than this system.","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-25,,1,0
-3170,RGNC91-93 / UTM zone 58S,3432,projected,4400,,4749,16158,,,Large and medium scale topographic mapping and engineering survey.,"Used for EEZ mapping. For area of Grande-Terre, Isle de Pins, Belep and Loyalty Islands (Lifou, Mare, Ouvea), use RGNC91-93 / Lambert New Caledonia (CRS code 3163) rather than this system.","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-25,,1,0
-3171,RGNC91-93 / UTM zone 59S,3433,projected,4400,,4749,16159,,,Large and medium scale topographic mapping and engineering survey.,"Used for EEZ mapping. For area of Grande-Terre, Isle de Pins, Belep and Loyalty Islands (Lifou, Mare, Ouvea), use RGNC91-93 / Lambert New Caledonia (CRS code 3163) rather than this system.","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-25,,1,0
-3172,IGN53 Mare / UTM zone 59S,3435,projected,4400,,4641,16159,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-25,,1,0
-3173,fk89 / Faroe Lambert FK89,3248,projected,4501,,4753,19877,,,Cadastral survey.,Replaces FD54 / Faroe Lambert (fk54) (CRS code 3144) for cadastral survey. Positional differences are under 2 metres.,KMS,OGP,2006-08-04,,1,0
-3174,NAD83 / Great Lakes Albers,3467,projected,4499,,4269,15397,,,Basin-wide mapping and analysis.,,Great Lakes Fisheries Commission,OGP,2007-01-19,,1,0
-3175,NAD83 / Great Lakes and St Lawrence Albers,3468,projected,4499,,4269,15398,,,Basin-wide mapping and analysis.,,Great Lakes Fisheries Commission,OGP,2007-01-19,,1,0
-3176,Indian 1960 / TM 106 NE,1495,projected,4400,,4131,16506,,,Used by Petrovietnam for offshore block 15.,,Petrovietnam,EPSG,1998-11-11,,1,0
-3177,LGD2006 / Libya TM,1143,projected,4499,,4754,18319,,,Small scale topographic mapping.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3178,GR96 / UTM zone 18N,3449,projected,4400,,4747,16018,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3179,GR96 / UTM zone 19N,3450,projected,4400,,4747,16019,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3180,GR96 / UTM zone 20N,3451,projected,4400,,4747,16020,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3181,GR96 / UTM zone 21N,3452,projected,4400,,4747,16021,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3182,GR96 / UTM zone 22N,3453,projected,4400,,4747,16022,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3183,GR96 / UTM zone 23N,3454,projected,4400,,4747,16023,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3184,GR96 / UTM zone 24N,3455,projected,4400,,4747,16024,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3185,GR96 / UTM zone 25N,3456,projected,4400,,4747,16025,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3186,GR96 / UTM zone 26N,3457,projected,4400,,4747,16026,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3187,GR96 / UTM zone 27N,3458,projected,4400,,4747,16027,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3188,GR96 / UTM zone 28N,3459,projected,4400,,4747,16028,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3189,GR96 / UTM zone 29N,3460,projected,4400,,4747,16029,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-07-30,,1,0
-3190,LGD2006 / Libya TM zone 5,1470,projected,4499,,4754,18310,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3191,LGD2006 / Libya TM zone 6,1471,projected,4499,,4754,18311,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3192,LGD2006 / Libya TM zone 7,1472,projected,4499,,4754,18312,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3193,LGD2006 / Libya TM zone 8,1473,projected,4499,,4754,18313,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3194,LGD2006 / Libya TM zone 9,1474,projected,4499,,4754,18314,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3195,LGD2006 / Libya TM zone 10,1475,projected,4499,,4754,18315,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3196,LGD2006 / Libya TM zone 11,1476,projected,4499,,4754,18316,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3197,LGD2006 / Libya TM zone 12,1477,projected,4499,,4754,18317,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3198,LGD2006 / Libya TM zone 13,1478,projected,4499,,4754,18318,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3199,LGD2006 / UTM zone 32N,1479,projected,4400,,4754,16032,,,Medium scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3200,FD58 / Iraq zone,1300,projected,4400,,4132,19906,,,Large and medium scale topographic mapping and engineering survey.,,IOEPC records.,EPSG,1998-11-11,,1,0
-3201,LGD2006 / UTM zone 33N,1480,projected,4400,,4754,16033,,,Medium scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3202,LGD2006 / UTM zone 34N,1481,projected,4400,,4754,16034,,,Medium scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3203,LGD2006 / UTM zone 35N,1478,projected,4400,,4754,16035,,,Medium scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-3204,WGS 84 / SCAR IMW SP19-20,2991,projected,4400,,4326,17204,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3205,WGS 84 / SCAR IMW SP21-22,2992,projected,4400,,4326,17205,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3206,WGS 84 / SCAR IMW SP23-24,2993,projected,4400,,4326,17206,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3207,WGS 84 / SCAR IMW SQ01-02,2994,projected,4400,,4326,17207,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3208,WGS 84 / SCAR IMW SQ19-20,2995,projected,4400,,4326,17208,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3209,WGS 84 / SCAR IMW SQ21-22,2996,projected,4400,,4326,17209,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3210,WGS 84 / SCAR IMW SQ37-38,2997,projected,4400,,4326,17210,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3211,WGS 84 / SCAR IMW SQ39-40,2998,projected,4400,,4326,17211,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3212,WGS 84 / SCAR IMW SQ41-42,2999,projected,4400,,4326,17212,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3213,WGS 84 / SCAR IMW SQ43-44,3000,projected,4400,,4326,17213,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3214,WGS 84 / SCAR IMW SQ45-46,3001,projected,4400,,4326,17214,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3215,WGS 84 / SCAR IMW SQ47-48,3002,projected,4400,,4326,17215,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3216,WGS 84 / SCAR IMW SQ49-50,3003,projected,4400,,4326,17216,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3217,WGS 84 / SCAR IMW SQ51-52,3004,projected,4400,,4326,17217,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3218,WGS 84 / SCAR IMW SQ53-54,3005,projected,4400,,4326,17218,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3219,WGS 84 / SCAR IMW SQ55-56,3006,projected,4400,,4326,17219,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3220,WGS 84 / SCAR IMW SQ57-58,3007,projected,4400,,4326,17220,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3221,WGS 84 / SCAR IMW SR13-14,3008,projected,4400,,4326,17221,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3222,WGS 84 / SCAR IMW SR15-16,3009,projected,4400,,4326,17222,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3223,WGS 84 / SCAR IMW SR17-18,3010,projected,4400,,4326,17223,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3224,WGS 84 / SCAR IMW SR19-20,3011,projected,4400,,4326,17224,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3225,WGS 84 / SCAR IMW SR27-28,3012,projected,4400,,4326,17225,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3226,WGS 84 / SCAR IMW SR29-30,3013,projected,4400,,4326,17226,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3227,WGS 84 / SCAR IMW SR31-32,3014,projected,4400,,4326,17227,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3228,WGS 84 / SCAR IMW SR33-34,3015,projected,4400,,4326,17228,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3229,WGS 84 / SCAR IMW SR35-36,3016,projected,4400,,4326,17229,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3230,WGS 84 / SCAR IMW SR37-38,3017,projected,4400,,4326,17230,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3231,WGS 84 / SCAR IMW SR39-40,3018,projected,4400,,4326,17231,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3232,WGS 84 / SCAR IMW SR41-42,3019,projected,4400,,4326,17232,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3233,WGS 84 / SCAR IMW SR43-44,3020,projected,4400,,4326,17233,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3234,WGS 84 / SCAR IMW SR45-46,3021,projected,4400,,4326,17234,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3235,WGS 84 / SCAR IMW SR47-48,3022,projected,4400,,4326,17235,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3236,WGS 84 / SCAR IMW SR49-50,3023,projected,4400,,4326,17236,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3237,WGS 84 / SCAR IMW SR51-52,3024,projected,4400,,4326,17237,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3238,WGS 84 / SCAR IMW SR53-54,3025,projected,4400,,4326,17238,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3239,WGS 84 / SCAR IMW SR55-56,3026,projected,4400,,4326,17239,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3240,WGS 84 / SCAR IMW SR57-58,3027,projected,4400,,4326,17240,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3241,WGS 84 / SCAR IMW SR59-60,3028,projected,4400,,4326,17241,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3242,WGS 84 / SCAR IMW SS04-06,3029,projected,4400,,4326,17242,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3243,WGS 84 / SCAR IMW SS07-09,3030,projected,4400,,4326,17243,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3244,WGS 84 / SCAR IMW SS10-12,3031,projected,4400,,4326,17244,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3245,WGS 84 / SCAR IMW SS13-15,3032,projected,4400,,4326,17245,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3246,WGS 84 / SCAR IMW SS16-18,3033,projected,4400,,4326,17246,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3247,WGS 84 / SCAR IMW SS19-21,3034,projected,4400,,4326,17247,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3248,WGS 84 / SCAR IMW SS25-27,3035,projected,4400,,4326,17248,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3249,WGS 84 / SCAR IMW SS28-30,3036,projected,4400,,4326,17249,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3250,WGS 84 / SCAR IMW SS31-33,3037,projected,4400,,4326,17250,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3251,WGS 84 / SCAR IMW SS34-36,3038,projected,4400,,4326,17251,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3252,WGS 84 / SCAR IMW SS37-39,3039,projected,4400,,4326,17252,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3253,WGS 84 / SCAR IMW SS40-42,3040,projected,4400,,4326,17253,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3254,WGS 84 / SCAR IMW SS43-45,3041,projected,4400,,4326,17254,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3255,WGS 84 / SCAR IMW SS46-48,3042,projected,4400,,4326,17255,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3256,WGS 84 / SCAR IMW SS49-51,3043,projected,4400,,4326,17256,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3257,WGS 84 / SCAR IMW SS52-54,3044,projected,4400,,4326,17257,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3258,WGS 84 / SCAR IMW SS55-57,3045,projected,4400,,4326,17258,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3259,WGS 84 / SCAR IMW SS58-60,3046,projected,4400,,4326,17259,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3260,WGS 84 / SCAR IMW ST01-04,3047,projected,4400,,4326,17260,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3261,WGS 84 / SCAR IMW ST05-08,3048,projected,4400,,4326,17261,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3262,WGS 84 / SCAR IMW ST09-12,3049,projected,4400,,4326,17262,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3263,WGS 84 / SCAR IMW ST13-16,3050,projected,4400,,4326,17263,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3264,WGS 84 / SCAR IMW ST17-20,3051,projected,4400,,4326,17264,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3265,WGS 84 / SCAR IMW ST21-24,3052,projected,4400,,4326,17265,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3266,WGS 84 / SCAR IMW ST25-28,3053,projected,4400,,4326,17266,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3267,WGS 84 / SCAR IMW ST29-32,3054,projected,4400,,4326,17267,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3268,WGS 84 / SCAR IMW ST33-36,3055,projected,4400,,4326,17268,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3269,WGS 84 / SCAR IMW ST37-40,3056,projected,4400,,4326,17269,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3270,WGS 84 / SCAR IMW ST41-44,3057,projected,4400,,4326,17270,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3271,WGS 84 / SCAR IMW ST45-48,3058,projected,4400,,4326,17271,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3272,WGS 84 / SCAR IMW ST49-52,3059,projected,4400,,4326,17272,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3273,WGS 84 / SCAR IMW ST53-56,3060,projected,4400,,4326,17273,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3274,WGS 84 / SCAR IMW ST57-60,3061,projected,4400,,4326,17274,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3275,WGS 84 / SCAR IMW SU01-05,3062,projected,4471,,4326,17275,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3276,WGS 84 / SCAR IMW SU06-10,3063,projected,4473,,4326,17276,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3277,WGS 84 / SCAR IMW SU11-15,3064,projected,4474,,4326,17277,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3278,WGS 84 / SCAR IMW SU16-20,3065,projected,4476,,4326,17278,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3279,WGS 84 / SCAR IMW SU21-25,3066,projected,4477,,4326,17279,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3280,WGS 84 / SCAR IMW SU26-30,3067,projected,4479,,4326,17280,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3281,WGS 84 / SCAR IMW SU31-35,3068,projected,4480,,4326,17281,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3282,WGS 84 / SCAR IMW SU36-40,3069,projected,4482,,4326,17282,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3283,WGS 84 / SCAR IMW SU41-45,3070,projected,4483,,4326,17283,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3284,WGS 84 / SCAR IMW SU46-50,3071,projected,4485,,4326,17284,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3285,WGS 84 / SCAR IMW SU51-55,3072,projected,4486,,4326,17285,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3286,WGS 84 / SCAR IMW SU56-60,3073,projected,4488,,4326,17286,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3287,WGS 84 / SCAR IMW SV01-10,3074,projected,4472,,4326,17287,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3288,WGS 84 / SCAR IMW SV11-20,3075,projected,4475,,4326,17288,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3289,WGS 84 / SCAR IMW SV21-30,3076,projected,4478,,4326,17289,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3290,WGS 84 / SCAR IMW SV31-40,3077,projected,4481,,4326,17290,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3291,WGS 84 / SCAR IMW SV41-50,3078,projected,4484,,4326,17291,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3292,WGS 84 / SCAR IMW SV51-60,3079,projected,4487,,4326,17292,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3293,WGS 84 / SCAR IMW SW01-60,3080,projected,4490,,4326,17293,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3294,WGS 84 / USGS Transantarctic Mountains,3081,projected,4400,,4326,17294,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,EPSG,2005-04-14,,1,0
-3295,Guam 1963 / Yap Islands,3108,projected,4499,,4675,15399,,,"Public reference, land and photgrammetric survey, mapping.",,"Yap State Code, Title 20, Chapter 5. http://www.fsmlaw.org/yap/code/title20/T20_Ch05.htm",EPSG,2005-05-21,,1,0
-3296,RGPF / UTM zone 5S,3120,projected,4400,,4687,16105,,,Large and medium scale topographic mapping and engineering survey.,Replaces Tahaa 54 / UTM zone 5S (CRS code 2977) and Maupiti 83 / UTM zone 5S (code 3306).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-3297,RGPF / UTM zone 6S,3121,projected,4400,,4687,16106,,,Large and medium scale topographic mapping and engineering survey.,Replaces Moorea 87 / UTM zone 6S (CRS code 3305) and Tahiti 79 / UTM zone 6S (code 3304).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-3298,RGPF / UTM zone 7S,3122,projected,4400,,4687,16107,,,Large and medium scale topographic mapping and engineering survey.,"Replaces IGN 63 Hiva Oa / UTM zone 7S (CRS code 3302), IGN 72 Nuku Hiva / UTM zone 7S (code 2978) and MHEFO 55 / UTM zone 7S (code 3303).","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-3299,RGPF / UTM zone 8S,3123,projected,4400,,4687,16108,,,Large and medium scale topographic mapping and engineering survey.,,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-3300,Estonian Coordinate System of 1992,1090,projected,4530,,4133,19938,,,Used for 1:20000 and larger scale mapping.,EST97 / TM Baltic (CRS code 25884) used for medium and small scale applications. Replaced by Estonian Coordinate System of 1997 (code 3301).,http://www.geo.ut.ee/,EPSG,2005-09-29,2005.46,1,0
-3301,Estonian Coordinate System of 1997,1090,projected,4530,,4180,19938,,,Used for 1:20000 and larger scale mapping.,Replaces Estonian Coordinate System of 1992 (code 3300). EST97 / TM Baltic (CRS code 25884) used for medium and small scale applications.,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-3302,IGN63 Hiva Oa / UTM zone 7S,3130,projected,4400,,4689,16107,,,Large and medium scale topographic mapping and engineering survey.,"Replaced by RGPF / UTM zone 7S, CRS code 3298.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-3303,Fatu Iva 72 / UTM zone 7S,3133,projected,4400,,4688,16107,,,Large and medium scale topographic mapping and engineering survey.,"Replaced by RGPF / UTM zone 7S, CRS code 3298.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-3304,Tahiti 79 / UTM zone 6S,3124,projected,4400,,4690,16106,,,Large and medium scale topographic mapping and engineering survey.,"Replaces Tahiti 52 / UTM zone 6S (CRS code 2976) in Tahiti. Replaced by RGPF / UTM zone 6S, CRS code 3297.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-3305,Moorea 87 / UTM zone 6S,3125,projected,4400,,4691,16106,,,Large and medium scale topographic mapping and engineering survey.,"Replaces Tahiti 52 / UTM zone 6S (CRS code 2976) in Moorea. Replaced by RGPF / UTM zone 6S, CRS code 3297.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-3306,Maupiti 83 / UTM zone 5S,3126,projected,4400,,4692,16105,,,Large and medium scale topographic mapping and engineering survey.,"Replaced by RGPF / UTM zone 5S, CRS code 3296.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-3307,Nakhl-e Ghanem / UTM zone 39N,2362,projected,4400,,4693,16039,,,Engineering survey for onshore facilities for South Pars phase 11 and Pars LNG.,,Total,EPSG,2005-08-17,,1,0
-3308,GDA94 / NSW Lambert,3139,projected,4400,,4283,17364,,,Natural Resources mapping of whole State.,,NSW Department of Lands.,EPSG,2005-08-18,,1,0
-3309,NAD27 / California Albers,1375,projected,4499,,4267,10420,,,Natural Resources mapping of whole State.,,"California Spatial Information Library (CaSIL), http://gis.ca.gov",EPSG,2005-09-19,,1,0
-3310,NAD83 / California Albers,1375,projected,4499,,4269,10420,,,Natural Resources mapping of whole State.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / California Albers.","California Spatial Information Library (CaSIL), http://gis.ca.gov",EPSG,2005-09-19,,1,0
-3311,NAD83(HARN) / California Albers,1375,projected,4499,,4152,10420,,,Natural Resources mapping of whole State.,Replaces NAD83 / California Albers for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / California Albers.,"California Spatial Information Library (CaSIL), http://gis.ca.gov",EPSG,2007-04-20,2006.71 2006.903 2007.031,1,0
-3312,CSG67 / UTM zone 21N,3145,projected,4400,,4623,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGFG95 / UTM zone 21N (CRS code 3313).,IGN Paris,EPSG,2005-09-23,,1,0
-3313,RGFG95 / UTM zone 21N,3145,projected,4400,,4624,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaces CSG67 / UTM zone 21N (CRS code 3312).,IGN Paris,EPSG,2005-09-23,,1,0
-3314,Katanga 1955 / Katanga Lambert,3147,projected,4400,,4695,17401,,,Medium and small scale topographic mapping.,,"Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.",EPSG,2005-09-30,,1,0
-3315,Katanga 1955 / Katanga TM,3147,projected,4400,,4695,17402,,,"Cadastre, engineering survey.",,"Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.",EPSG,2005-09-30,,1,0
-3316,Kasai 1953 / Congo TM zone 22,3163,projected,4400,,4696,17422,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3317,Kasai 1953 / Congo TM zone 24,3164,projected,4400,,4696,17424,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3318,IGC 1962 / Congo TM zone 12,3150,projected,4400,,4697,17412,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3319,IGC 1962 / Congo TM zone 14,3151,projected,4400,,4697,17414,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3320,IGC 1962 / Congo TM zone 16,3160,projected,4400,,4697,17416,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3321,IGC 1962 / Congo TM zone 18,3161,projected,4400,,4697,17418,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3322,IGC 1962 / Congo TM zone 20,3162,projected,4400,,4697,17420,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3323,IGC 1962 / Congo TM zone 22,3163,projected,4400,,4697,17422,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3324,IGC 1962 / Congo TM zone 24,3164,projected,4400,,4697,17424,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3325,IGC 1962 / Congo TM zone 26,3165,projected,4400,,4697,17426,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3326,IGC 1962 / Congo TM zone 28,3166,projected,4400,,4697,17428,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3327,IGC 1962 / Congo TM zone 30,3167,projected,4400,,4697,17430,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,EPSG,2005-09-30,,1,0
-3328,Pulkovo 1942(58) / GUGiK-80,1192,projected,4530,,4179,18286,,,Small scale (1/100000 and smaler) topographic mapping of whole country.,,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005-11-02,,1,0
-3329,Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 5,1520,projected,4530,,4179,16265,,,"Large scale (1/5000 and larger) topographic mapping, engineering survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005-11-02,,1,0
-3330,Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 6,1521,projected,4530,,4179,16266,,,"Large scale (1/5000 and larger) topographic mapping, engineering survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005-11-02,,1,0
-3331,Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 7,1522,projected,4530,,4179,16267,,,"Large scale (1/5000 and larger) topographic mapping, engineering survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005-11-02,,1,0
-3332,Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 8,1523,projected,4530,,4179,16268,,,"Large scale (1/5000 and larger) topographic mapping, engineering survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005-11-02,,1,0
-3333,Pulkovo 1942(58) / Gauss-Kruger zone 3,3168,projected,4530,,4179,16203,,,"Medium scale (1/10000 and smaller) topographic mapping, military survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005-11-02,,1,0
-3334,Pulkovo 1942(58) / Gauss-Kruger zone 4,3169,projected,4530,,4179,16204,,,"Medium scale (1/10000 and smaller) topographic mapping, military survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005-11-02,,1,0
-3335,Pulkovo 1942(58) / Gauss-Kruger zone 5,3170,projected,4530,,4179,16205,,,"Medium scale (1/10000 and smaller) topographic mapping, military survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005-11-02,,1,0
-3336,IGN 1962 Kerguelen / UTM zone 42S,2816,projected,4400,,4698,16142,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2005-11-23,,1,0
-3337,Le Pouce 1934 / Mauritius Grid,3209,projected,4400,,4699,19899,,,Large and medium scale topographic mapping and engineering survey.,,"Cartography Section, Ministry of Housing and Land.",OGP,2006-01-16,,1,0
-3338,NAD83 / Alaska Albers,1330,projected,4499,,4269,15021,,,Small scale mapping and state planning.,,State of Alaska Department of Natural Resources,OGP,2006-11-11,,1,0
-3339,IGCB 1955 / Congo TM zone 12,3150,projected,4400,,4701,17412,,,Large and medium scale topographic mapping and engineering survey.,Oil industry operations used IGBC 1955 / UTM zone 33S (code 3342).,IGN Paris,OGP,2005-11-28,,1,0
-3340,IGCB 1955 / Congo TM zone 14,3151,projected,4400,,4701,17414,,,Large and medium scale topographic mapping and engineering survey.,Oil industry operations used IGBC 1955 / UTM zone 33S (code 3342).,IGN Paris,OGP,2005-11-28,,1,0
-3341,IGCB 1955 / Congo TM zone 16,3152,projected,4400,,4701,17416,,,Large and medium scale topographic mapping and engineering survey.,Oil industry operations used IGBC 1955 / UTM zone 33S (code 3342).,IGN Paris,OGP,2005-11-28,,1,0
-3342,IGCB 1955 / UTM zone 33S,3171,projected,4400,,4701,16133,,,Oil industry operations.,,Petrofina.,OGP,2005-11-28,,1,0
-3343,Mauritania 1999 / UTM zone 28N,2971,projected,4400,,4702,16028,,,Large and medium scale topographic mapping and engineering survey.,,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2006-03-16,,1,0
-3344,Mauritania 1999 / UTM zone 29N,2970,projected,4400,,4702,16029,,,Large and medium scale topographic mapping and engineering survey.,,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2006-03-16,,1,0
-3345,Mauritania 1999 / UTM zone 30N,2969,projected,4400,,4702,16030,,,Large and medium scale topographic mapping and engineering survey.,,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2006-03-16,,1,0
-3346,LKS94 / Lithuania TM,1145,projected,4530,,4669,19934,,,Large and medium scale topographic mapping and engineering survey.,LKS94 / TM Baltic (CRS code 25884) used for medium and small scale applications.,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005-11-30,,1,0
-3347,NAD83 / Statistics Canada Lambert,1061,projected,4400,,4269,19897,,,Small scale mapping and statistical analysis.,"Data may sometimes be referenced to NAD83(CSRS) / STC Lambert (see CRS code 2248) which is then called ""NAD83 / STC Lambert"". At the scales involved the difference of under 2 metres between the two CRSs may not be significant.",Statistics Canada.,OGP,2005-12-21,,1,0
-3348,NAD83(CSRS) / Statistics Canada Lambert,1061,projected,4400,,4617,19897,,,Small scale mapping and statistical analysis.,"This CRS may sometimes be called ""NAD83 / STC Lambert"". That is the name of a different system (see CRS code 3347) but at the scales involved the positional difference of under 2 metres may not be significant.",Statistics Canada.,OGP,2005-12-21,,1,0
-3349,WGS 84 / PDC Mercator,3172,projected,4400,,4326,19898,,,Small scale mapping and analysis.,,"Pacific Disaster Center, Kihei, Hawaii, USA.",OGP,2005-12-21,,1,0
-3350,Pulkovo 1942 / CS63 zone C0,3173,projected,4530,,4284,18450,,,Large and medium scale topographic mapping and engineering survey.,,Informacines Technologijos Group,OGP,2005-12-21,,1,0
-3351,Pulkovo 1942 / CS63 zone C1,3174,projected,4530,,4284,18451,,,Large and medium scale topographic mapping and engineering survey.,,Informacines Technologijos Group,OGP,2005-12-21,,1,0
-3352,Pulkovo 1942 / CS63 zone C2,3175,projected,4530,,4284,18452,,,Large and medium scale topographic mapping and engineering survey.,,Informacines Technologijos Group,OGP,2005-12-21,,1,0
-3353,Mhast (onshore) / UTM zone 32S,3179,projected,4400,,4704,16132,,,Large and medium scale topographic mapping and engineering survey.,"Used by CABGOC. For offshore areas, in 1979 replaced by Mhast (offshore) / UTM zone 32S (CRS code 3354), from which this CRS differs by approximately 10m.",ChevronTexaco.,OGP,2006-01-06,,1,0
-3354,Mhast (offshore) / UTM zone 32S,3180,projected,4400,,4705,16132,,,Oil industry exploration and production between 1979 and 1987.,Used by CABGOC for offshore areas between 1979 and 1987. Differs from Mhast (onshore) / UTM zone 32S by approximately 10m. Replaced by Malongo 1987 / UTM zone 32S (CRS code 25932) in 1987.,ChevronTexaco.,OGP,2006-01-06,,1,0
-3355,Egypt Gulf of Suez S-650 TL / Red Belt,2341,projected,4400,,4706,18072,,,Oil industry exploration and production in Gulf of Suez after 1980.,Differs from Egypt 1907 / Red Belt (CRS code 22992) by approximately 20m.,Various industry sources.,OGP,2006-01-31,,1,0
-3356,Grand Cayman 1959 / UTM zone 17N,3185,projected,4400,,4723,16017,,,"Topographic mapping, cadastral and engineering survey.",,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2006-01-26,,1,0
-3357,Little Cayman 1961 / UTM zone 17N,3186,projected,4400,,4726,16017,,,"Topographic mapping, cadastral and engineering survey.",,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2006-01-26,,1,0
-3358,NAD83(HARN) / North Carolina,1402,projected,4499,,4152,13230,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See CRS code 3404 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2006.71 2006.903 2007.031,1,0
-3359,NAD83(HARN) / North Carolina (ftUS),1402,projected,4495,,4152,15346,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see CRS code 3358.,National Geodetic Survey,OGP,2007-01-20,2006.71 2006.903,1,1
-3360,NAD83(HARN) / South Carolina,1409,projected,4499,,4152,13930,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 3361 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2006.71 2006.903 2007.031,1,0
-3361,NAD83(HARN) / South Carolina (ft),1409,projected,4495,,4152,15355,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 3360. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2006.71 2006.903 2007.031,1,0
-3362,NAD83(HARN) / Pennsylvania North,2245,projected,4499,,4152,13731,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3363 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2006.71 2006.903 2007.031,1,0
-3363,NAD83(HARN) / Pennsylvania North (ftUS),2245,projected,4497,,4152,15353,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 3362. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2006.71 2006.903 2007.031,1,0
-3364,NAD83(HARN) / Pennsylvania South,2246,projected,4499,,4152,13732,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3365 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2006.71 2006.903 2007.031,1,0
-3365,NAD83(HARN) / Pennsylvania South (ftUS),2246,projected,4497,,4152,15354,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 3364. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2006.71 2006.903 2007.031,1,0
-3366,Hong Kong 1963 Grid System,1118,projected,4500,,4738,19896,,,"Large scale topographic mapping, cadastral and engineering survey.",Superseded by Hong Kong 1980 Grid System (CRS code 2326).,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd",OGP,2006-02-06,,1,1
-3367,IGN Astro 1960 / UTM zone 28N,2971,projected,4400,,4700,16028,,,Small scale topographic mapping.,"Mining title descriptions referring only to ""Clarke 1880 ellipsoid, UTM zone 28"" should be assumed to be referenced to this CRS. Oil industry considers ""Mauritanian Mining Cadastre 1999 / UTM zone 28N"" to be exactly defined through tfm code 15857.",OGP,OGP,2006-03-16,,1,0
-3368,IGN Astro 1960 / UTM zone 29N,2970,projected,4400,,4700,16029,,,Small scale topographic mapping.,"Mining title descriptions referring only to ""Clarke 1880 ellipsoid, UTM zone 29"" should be assumed to be referenced to this CRS. Oil industry considers ""Mauritanian Mining Cadastre 1999 / UTM zone 29N"" to be exactly defined through tfm code 15858.",OGP,OGP,2006-03-16,,1,0
-3369,IGN Astro 1960 / UTM zone 30N,2969,projected,4400,,4700,16030,,,Small scale topographic mapping.,"Mining title descriptions referring only to ""Clarke 1880 ellipsoid, UTM zone 30"" should be assumed to be referenced to this CRS. Oil industry considers ""Mauritanian Mining Cadastre 1999 / UTM zone 30N"" to be exactly defined through tfm code 15859.",OGP,OGP,2006-03-16,,1,0
-3370,NAD27 / UTM zone 59N,3372,projected,4400,,4267,16059,,,Medium scale topographic mapping.,,US Geological Survey,OGP,2006-03-16,,1,0
-3371,NAD27 / UTM zone 60N,3373,projected,4400,,4267,16060,,,Medium scale topographic mapping.,,US Geological Survey,OGP,2006-03-16,,1,0
-3372,NAD83 / UTM zone 59N,3372,projected,4400,,4269,16059,,,Medium scale topographic mapping.,Replaces NAD27 / UTM zone 59N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 59N.,US Geological Survey,OGP,2007-05-29,2007.037,1,0
-3373,NAD83 / UTM zone 60N,3373,projected,4400,,4269,16060,,,Medium scale topographic mapping.,Replaces NAD27 / UTM zone 60N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 60N.,US Geological Survey,OGP,2007-05-29,2007.037,1,0
-3374,FD54 / UTM zone 29N,3248,projected,4400,,4741,16029,,,"Topographic mapping, engineering survey.",Replaced by ED50 / UTM zone 29N in late 1970's.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-08-04,2005.472,1,0
-3375,GDM2000 / Peninsula RSO,1690,projected,4400,,4742,19895,,,"Topographic mapping, engineering survey.",Replaces Kertau (RSO) / RSO Malaya (CRS codes3167-68) .,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-08-14,2006.73,1,0
-3376,GDM2000 / East Malaysia BRSO,1851,projected,4400,,4742,19894,,,"Topographic mapping, engineering survey.",Replaces Timbalai 1948 / RSO Borneo (CRS codes 29871-73).,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-08-14,2006.73,1,0
-3377,GDM2000 / Johor Grid,3376,projected,4400,,4742,19893,,,Cadastral survey.,Replaces earlier Johor grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-3378,GDM2000 / Sembilan and Melaka Grid,3377,projected,4400,,4742,19892,,,Cadastral survey.,Replaces earlier Sembilan and Melaka grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-3379,GDM2000 / PahangGrid,3378,projected,4400,,4742,19891,,,Cadastral survey.,Replaces earlier Pahang grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-3380,GDM2000 / Selangor Grid,3379,projected,4400,,4742,19890,,,Cadastral survey.,Replaces earlier Selangor grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-3381,GDM2000 / Terengganu Grid,3380,projected,4400,,4742,19889,,,Cadastral survey.,Replaces earlier Terengganu grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-3382,GDM2000 / Pinang Grid,3381,projected,4400,,4742,19888,,,Cadastral survey.,Replaces earlier Pinang grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-3383,GDM2000 / Kedah and Perlis Grid,3382,projected,4400,,4742,19887,,,Cadastral survey.,Replaces earlier Kedah and Perlis grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-3384,GDM2000 / Perak Grid,3383,projected,4400,,4742,19886,,,Cadastral survey.,Replaces earlier Perak grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-3385,GDM2000 / Kelantan Grid,3384,projected,4400,,4742,19885,,,Cadastral survey.,Replaces earlier Kelantan Grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-3386,KKJ / Finland zone 0,3092,projected,4530,,4123,18180,,,Large and medium scale topographic mapping and engineering survey.,,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",OGP,2006-03-30,,1,0
-3387,KKJ / Finland zone 5,3385,projected,4530,,4123,18205,,,Large and medium scale topographic mapping and engineering survey.,,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",OGP,2006-03-30,,1,0
-3388,Pulkovo 1942 / Caspian Sea Mercator,1291,projected,4534,,4284,19884,,,Nautical charting and marine navigation.,,Main Department of Navigation & Oceanography of the USSR Ministry of Defence.,OGP,2006-05-08,,1,0
-3389,Pulkovo 1942 / 3-degree Gauss-Kruger zone 60,2706,projected,4530,,4284,16099,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 180E (code 2636).,EPSG,EPSG,2006-06-02,,1,0
-3390,Pulkovo 1995 / 3-degree Gauss-Kruger zone 60,2706,projected,4530,,4200,16099,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 180E (code 2754).,EPSG,EPSG,2006-06-02,,1,0
-3391,Karbala 1979 (Polservice) / UTM zone 37N,3387,projected,4400,,4743,16037,,,Large and medium scale topographic mapping and engineering survey.,"At time of record population, information regarding usage within oil sector is not available.",Various industry sources.,OGP,2006-06-02,,1,0
-3392,Karbala 1979 (Polservice) / UTM zone 38N,3388,projected,4400,,4743,16038,,,Large and medium scale topographic mapping and engineering survey.,"Replaces Nahrwan 1967 / UTM zone 38N (projCRS code 27087). At time of record population, information regarding usage within oil sector is not available.",Various industry sources.,OGP,2006-06-02,,1,0
-3393,Karbala 1979 (Polservice) / UTM zone 39N,3389,projected,4400,,4743,16039,,,Large and medium scale topographic mapping and engineering survey.,"Replaces Nahrwan 1967 / UTM zone 39N (projCRS code 27039). At time of record population, information regarding usage within oil sector is not available.",Various industry sources.,OGP,2006-06-02,,1,0
-3394,Nahrwan 1934 / Iraq zone,3390,projected,4400,,4744,19906,,,Large and medium scale topographic mapping and engineering survey.,"In Iran, replaced by FD58 / Iraq zone (projCRS code 3200). In Iraq, replaced by Nahrwan 1967 / UTM (projCRS codes 27038-39).",Various industry sources.,OGP,2006-06-02,,1,0
-3395,WGS 84 / World Mercator,3391,projected,4400,,4326,19883,,,Very small scale mapping.,Euro-centric view of world excluding polar areas.,OGP,OGP,2006-06-02,,1,0
-3396,PD/83 / Gauss-Kruger zone 3,3392,projected,4530,,4746,16263,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications PD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006-12-29,2006.894,1,0
-3397,PD/83 / Gauss-Kruger zone 4,3393,projected,4530,,4746,16264,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications PD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006-12-29,2006.894,1,0
-3398,RD/83 / Gauss-Kruger zone 4,3395,projected,4530,,4745,16264,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications RD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006-12-29,2006.894,1,0
-3399,RD/83 / Gauss-Kruger zone 5,3394,projected,4530,,4745,16265,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications RD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006-12-29,2006.894,1,0
-3400,NAD83 / Alberta 10-TM (Forest),2376,projected,4400,,4269,19881,,,Province-wide spatial data management and mapping.,"Easting coordinates are always positive in Alberta. For an alternative with easting coordinates that may be either positive or negative, see NAD83 / Alberta 10-TM (Resource) (CRS code 3401).","Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006-06-17,,1,0
-3401,NAD83 / Alberta 10-TM (Resource),2376,projected,4400,,4269,19882,,,Province-wide spatial data management and mapping.,Has negative easting coordinates in western Alberta. For an alternative with positive coordinates see NAD83 / Alberta 10-TM (Forest) (CRS code 3400).,"Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006-06-17,,1,0
-3402,NAD83(CSRS) / Alberta 10-TM (Forest),2376,projected,4400,,4617,19881,,,Province-wide spatial data management and mapping.,"Easting coordinates are always positive in Alberta. For an alternative with easting coordinates that may be either positive or negative, see NAD83(CSRS) / Alberta 10-TM (Resource) (CRS code 3403).","Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006-06-17,,1,0
-3403,NAD83(CSRS) / Alberta 10-TM (Resource),2376,projected,4400,,4617,19882,,,Province-wide spatial data management and mapping.,Has negative easting coordinates in western Alberta. For an alternative with positive coordinates see NAD83(CSRS) / Alberta 10-TM (Forest) (CRS code 3402).,"Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006-06-17,,1,0
-3404,NAD83(HARN) / North Carolina (ftUS),1402,projected,4497,,4152,15346,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see CRS code 3358. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2006.903 2007.031,1,0
-3405,VN-2000 / UTM zone 48N,1452,projected,4400,,4756,16048,,,"Geodetic survey, topographic mapping, engineering survey.",Replaces Hanoi 1972 / Gauss-Kruger zone 18 (CRS code 2044).,General Director of Land Administration.,OGP,2006-09-13,,1,0
-3406,VN-2000 / UTM zone 49N,1453,projected,4400,,4756,16049,,,"Geodetic survey, topographic mapping, engineering survey.",Replaces Hanoi 1972 / Gauss-Kruger zone 19 (CRS code 2045).,General Director of Land Administration.,OGP,2006-09-13,,1,0
-3407,Hong Kong 1963 Grid System,1118,projected,4502,,4738,19896,,,"Large scale topographic mapping, cadastral and engineering survey.",Replaced by Hong Kong 1980 Grid System (CRS code 2326).,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd",OGP,2006-09-25,,1,0
-3408,NSIDC EASE-Grid North,3475,projected,4469,,4053,19867,,,"Gridding and small scale and digital mapping for environmental sciences, including EASE-Grid.",Used as basis for Equal-Area Scalable Earth Grid (EASE-Grid). See information source for equations to define EASE-Grid overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006-12-14,,1,0
-3409,NSIDC EASE-Grid South,3474,projected,4470,,4053,19868,,,"Gridding and small scale and digital mapping for environmental sciences, including EASE-Grid.",Used as basis for Equal-Area Scalable Earth Grid (EASE-Grid). See information source for equations to define EASE-Grid overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006-12-14,,1,0
-3410,NSIDC EASE-Grid Global,3463,projected,4499,,4053,19869,,,"Gridding and small scale and digital mapping for environmental sciences, including EASE-Grid, in mid- and low latitudes.",Used as basis for Equal-Area Scalable Earth Grid (EASE-Grid). See information source for equations to define EASE-Grid overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006-12-14,,1,0
-3411,NSIDC Sea Ice Polar Stereographic North,3476,projected,4468,,4054,19865,,,Polar research. Used for small scale mapping of DMSP SSM/I microwave satellite imagery.,"The datum is unspecified. Uncertainty in location of over 1 km may result; at the coarse resolution and very small scales for which this system should be used, this uncertainty can be considered insignificant.",US National Snow and Ice Data Center,OGP,2006-12-14,,1,0
-3412,NSIDC Sea Ice Polar Stereographic South,3473,projected,4470,,4054,19866,,,Polar research. Used for small scale mapping of DMSP SSM/I microwave satellite imagery.,"The datum is unspecified. Uncertainty in location of over 1 km may result; at the coarse resolution and very small scales for which this system should be used, this uncertainty can be considered insignificant.",US National Snow and Ice Data Center,OGP,2006-12-14,,1,0
-3413,WGS 84 / NSIDC Sea Ice Polar Stereographic North,3476,projected,4468,,4326,19865,,,Polar research. Used for small scale mapping of satellite imagery and mosaic of Greenland.,,US National Snow and Ice Data Center,OGP,2006-09-22,,1,0
-3414,SVY21 / Singapore TM,1210,projected,4500,,4757,19864,,,Cadastre.,"For cadastral purposes, replaces Kertau 1968 / Singapore Grid (CRS code 24500) from August 2004.","Singapore Land Authority, http:/www.sla.gov.sg",OGP,2006-10-13,,1,0
-3415,WGS 72BE / South China Sea Lambert,3470,projected,4400,,4324,19863,,,Oil exploration.,Adopted during the 1980s by western operators of all SCS licence areas. See map projection remarks for ambiguity in definition.,Mobil Exploration.,OGP,2006-12-08,,1,0
-3416,ETRS89 / Austria Lambert,1037,projected,4530,,4258,19947,,,Medium and small scale mapping and GIS.,Replaces MGI / Austria Lambert (CRS code 31287).,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2006-12-12,,1,0
-3417,NAD83 / Iowa North (ft US),2198,projected,4497,,4269,15377,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26975. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3418,NAD83 / Iowa South (ft US),2199,projected,4497,,4269,15378,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26976. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3419,NAD83 / Kansas North (ft US),2200,projected,4497,,4269,15379,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26977. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3420,NAD83 / Kansas South (ft US),2201,projected,4497,,4269,15380,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26978. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3421,NAD83 / Nevada East (ft US),2224,projected,4497,,4269,15381,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32107. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3422,NAD83 / Nevada Central (ft US),2223,projected,4497,,4269,15382,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32108. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3423,NAD83 / Nevada West (ft US),2225,projected,4497,,4269,15383,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32109. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3424,NAD83 / New Jersey (ft US),1399,projected,4497,,4269,15384,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32111. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3425,NAD83(HARN) / Iowa North (ft US),2198,projected,4497,,4152,15377,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2794. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3426,NAD83(HARN) / Iowa South (ft US),2199,projected,4497,,4152,15378,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2795. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3427,NAD83(HARN) / Kansas North (ft US),2200,projected,4497,,4152,15379,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2796. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3428,NAD83(HARN) / Kansas South (ft US),2201,projected,4497,,4152,15380,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2797. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3429,NAD83(HARN) / Nevada East (ft US),2224,projected,4497,,4152,15381,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2820. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3430,NAD83(HARN) / Nevada Central (ft US),2223,projected,4497,,4152,15382,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2821. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3431,NAD83(HARN) / Nevada West (ft US),2225,projected,4497,,4152,15383,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2822. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3432,NAD83(HARN) / New Jersey (ft US),1399,projected,4497,,4152,15384,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2824. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3433,NAD83 / Arkansas North (ftUS),2169,projected,4497,,4269,15385,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26951. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007-01-20,,1,0
-3434,NAD83 / Arkansas South (ftUS),2170,projected,4497,,4269,15386,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26952. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007-01-20,,1,0
-3435,NAD83 / Illinois East (ftUS),2194,projected,4497,,4269,15387,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26971. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3436,NAD83 / Illinois West (ftUS),2195,projected,4497,,4269,15388,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26972. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3437,NAD83 / New Hampshire (ftUS),1398,projected,4497,,4269,15389,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32110. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3438,NAD83 / Rhode Island (ftUS),1408,projected,4497,,4269,15390,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32130. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006-12-20,,1,0
-3439,PSD93 / UTM zone 39N,1544,projected,4400,,4134,16039,,,Oil exploration and production.,Replaces Fahud / UTM zone 39N projCRS (code 23239). Maximum differences to Fahud adjustment are 20 metres.,Petroleum Development Oman,EPSG,2004-04-07,2004.21,1,0
-3440,PSD93 / UTM zone 40N,1545,projected,4400,,4134,16040,,,Oil exploration and production.,Replaces Fahud / UTM zone 40N projCRS (code 23240). Maximum differences to Fahud adjustment are 20 metres.,Petroleum Development Oman,EPSG,2004-04-07,2004.21,1,0
-3441,NAD83(HARN) / Arkansas North (ftUS),2169,projected,4497,,4152,15385,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2764. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3442,NAD83(HARN) / Arkansas South (ftUS),2170,projected,4497,,4152,15386,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2765. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3443,NAD83(HARN) / Illinois East (ftUS),2194,projected,4497,,4152,15387,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2790. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3444,NAD83(HARN) / Illinois West (ftUS),2195,projected,4497,,4152,15388,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2791. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3445,NAD83(HARN) / New Hampshire (ftUS),1398,projected,4497,,4152,15389,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2823. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3446,NAD83(HARN) / Rhode Island (ftUS),1408,projected,4497,,4152,15390,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2840. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3447,ETRS89 / Belgian Lambert 2005,1347,projected,4499,,4258,19862,,,Large and medium scale topographic mapping and engineering survey.,Coordinates referenced to ETRS89 / Lambert 2005 differ from coordinates referenced to BD72 / Lambert 1972 (CRS code 31370) by approximately 1km in easting and northing.,IGN Brussels; www.ngi.be/,OGP,2006-12-29,,1,0
-3448,JAD2001 / Jamaica Metric Grid,3342,projected,4400,,4758,19860,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces JAD69 / Jamaica National Grid (CRS code 24200).,National Land Agency.,OGP,2007-01-19,,1,0
-3449,JAD2001 / UTM zone 17N,3478,projected,4400,,4758,16017,,,Hydrographic and aeronautical charting.,See JAD2001 / Jamaica Metric Grid (CRS code 3448) for land applications.,National Land Agency.,OGP,2007-01-19,,1,0
-3450,JAD2001 / UTM zone 18N,3479,projected,4400,,4758,16018,,,Hydrographic and aeronautical charting.,See JAD2001 / Jamaica Metric Grid (CRS code 3448) for land applications.,National Land Agency.,OGP,2007-01-19,,1,0
-3451,NAD83 / Louisiana North (ftUS),2204,projected,4497,,4269,15391,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26981. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007-01-19,,1,0
-3452,NAD83 / Louisiana South (ftUS),2529,projected,4497,,4269,15392,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26982. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007-01-19,,1,0
-3453,NAD83 / Louisiana Offshore (ftUS),1387,projected,4497,,4269,15393,,,Large and medium scale topographic mapping and engineering survey.,This system is NOT used for oil industry purposes. State law defines system in US survey feet. Federal definition is metric - see code 32199.,National Geodetic Survey,OGP,2007-01-19,,1,0
-3454,NAD83 / South Dakota North (ftUS),2249,projected,4497,,4269,15395,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32134. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007-01-19,,1,0
-3455,NAD83 / South Dakota South (ftUS),2250,projected,4497,,4269,15395,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32135. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007-01-19,,1,0
-3456,NAD83(HARN) / Louisiana North (ftUS),2204,projected,4497,,4152,15391,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2800. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3457,NAD83(HARN) / Louisiana South (ftUS),2529,projected,4497,,4152,15392,,,Large and medium scale topographic mapping and engineering survey.,Not applicable to offshore areas. State law defines system in US survey feet. Federal definition is metric - see code 2801. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3458,NAD83(HARN) / South Dakota North (ftUS),2249,projected,4497,,4152,15394,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2841. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3459,NAD83(HARN) / South Dakota South (ftUS),2250,projected,4497,,4152,15395,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2842. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007-04-20,2007.031,1,0
-3460,Fiji 1986 / Fiji Map Grid,1094,projected,4400,,4720,19859,,,"Topographic mapping, cadastral and engineering survey.","Replaces Viti Levu 1912 / Viti Levu Grid, Vanua Levu 1915 / Vanua Levu Grid, Fiji 1956 / UTM zone 60S and Fiji 1956 / UTM zone 1S (CRS codes 3139-42).","Department of Lands and Survey, Fiji.",OGP,2007-02-06,,1,0
-3461,Dabola 1981 / UTM zone 28N,1468,projected,4400,,4155,16028,,,Large and medium scale topographic mapping and engineering survey.,Replaces Conakry 1905 / UTM zone 28 (EPSG code 31528).,,EPSG,2007-02-06,,1,0
-3462,Dabola 1981 / UTM zone 29N,1469,projected,4400,,4155,16029,,,Large and medium scale topographic mapping and engineering survey.,Replaces Conakry 1905 / UTM zone 29 (EPSG code 31529).,,EPSG,2007-02-06,,1,0
-3463,NAD83 / Maine CS2000 Central,2959,projected,4499,,4269,11854,,,Large and medium scale topographic mapping and engineering survey.,"Replaces CS27 and SPCS83 from 1/1/2001. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / CS2000.","State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2007-02-06,,1,0
-3464,NAD83(HARN) / Maine CS2000 Central,2959,projected,4499,,4152,11854,,,Large and medium scale topographic mapping and engineering survey.,Replaces CS27 and SPCS83 from 1/1/2001. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2007-04-20,2007.031,1,0
-3465,NAD83(NSRS2007) / Alabama East,2154,projected,4499,,4759,10131,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3466,NAD83(NSRS2007) / Alabama West,2155,projected,4499,,4759,10132,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3467,NAD83(NSRS2007) / Alaska Albers,1330,projected,4499,,4759,15021,,,Small scale mapping and state planning.,Replaces NAD83 / Alaska Albers for applications with an accuracy of better than 1m.,State of Alaska Department of Natural Resources,OGP,2007-03-13,,1,0
-3468,NAD83(NSRS2007) / Alaska zone 1,2156,projected,4499,,4759,15031,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3469,NAD83(NSRS2007) / Alaska zone 2,2158,projected,4499,,4759,15032,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3470,NAD83(NSRS2007) / Alaska zone 3,2159,projected,4499,,4759,15033,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3471,NAD83(NSRS2007) / Alaska zone 4,2160,projected,4499,,4759,15034,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3472,NAD83(NSRS2007) / Alaska zone 5,2161,projected,4499,,4759,15035,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3473,NAD83(NSRS2007) / Alaska zone 6,2162,projected,4499,,4759,15036,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3474,NAD83(NSRS2007) / Alaska zone 7,2163,projected,4499,,4759,15037,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3475,NAD83(NSRS2007) / Alaska zone 8,2164,projected,4499,,4759,15038,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3476,NAD83(NSRS2007) / Alaska zone 9,2165,projected,4499,,4759,15039,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3477,NAD83(NSRS2007) / Alaska zone 10,2157,projected,4499,,4759,15040,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3478,NAD83(NSRS2007) / Arizona Central,2166,projected,4499,,4759,10232,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3479 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3479,NAD83(NSRS2007) / Arizona Central (ft),2166,projected,4495,,4759,15305,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3478. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3480,NAD83(NSRS2007) / Arizona East,2167,projected,4499,,4759,10231,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3481 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3481,NAD83(NSRS2007) / Arizona East (ft),2167,projected,4495,,4759,15304,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3480. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3482,NAD83(NSRS2007) / Arizona West,2168,projected,4499,,4759,10233,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3483 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3483,NAD83(NSRS2007) / Arizona West (ft),2168,projected,4495,,4759,15306,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3482. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3484,NAD83(NSRS2007) / Arkansas North,2169,projected,4499,,4759,10331,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3485 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3485,NAD83(NSRS2007) / Arkansas North (ftUS),2169,projected,4497,,4759,15385,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3484. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3486,NAD83(NSRS2007) / Arkansas South,2170,projected,4499,,4759,10332,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3487 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3487,NAD83(NSRS2007) / Arkansas South (ftUS),2170,projected,4497,,4759,15386,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3486. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3488,NAD83(NSRS2007) / California Albers,1375,projected,4499,,4759,10420,,,Natural Resources mapping of whole State.,Replaces NAD83(HARN) / California Albers.,"California Spatial Information Library (CaSIL), http://gis.ca.gov",OGP,2007-05-29,,1,0
-3489,NAD83(NSRS2007) / California zone 1,2175,projected,4499,,4759,10431,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3490 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3490,NAD83(NSRS2007) / California zone 1 (ftUS),2175,projected,4497,,4759,15307,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3489. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3491,NAD83(NSRS2007) / California zone 2,2176,projected,4499,,4759,10432,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3492 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3492,NAD83(NSRS2007) / California zone 2 (ftUS),2176,projected,4497,,4759,15308,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3491. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3493,NAD83(NSRS2007) / California zone 3,2177,projected,4499,,4759,10433,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3494 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3494,NAD83(NSRS2007) / California zone 3 (ftUS),2177,projected,4497,,4759,15309,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3493. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3495,NAD83(NSRS2007) / California zone 4,2178,projected,4499,,4759,10434,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3496 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3496,NAD83(NSRS2007) / California zone 4 (ftUS),2178,projected,4497,,4759,15310,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3495. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3497,NAD83(NSRS2007) / California zone 5,2182,projected,4499,,4759,10435,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3498 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3498,NAD83(NSRS2007) / California zone 5 (ftUS),2182,projected,4497,,4759,15311,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3497. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3499,NAD83(NSRS2007) / California zone 6,2180,projected,4499,,4759,10436,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3500 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3500,NAD83(NSRS2007) / California zone 6 (ftUS),2180,projected,4497,,4759,15312,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3499. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3501,NAD83(NSRS2007) / Colorado Central,2183,projected,4499,,4759,10532,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3502 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3502,NAD83(NSRS2007) / Colorado Central (ftUS),2183,projected,4497,,4759,15314,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3501. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3503,NAD83(NSRS2007) / Colorado North,2184,projected,4499,,4759,10531,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3504 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3504,NAD83(NSRS2007) / Colorado North (ftUS),2184,projected,4497,,4759,15313,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3503. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3505,NAD83(NSRS2007) / Colorado South,2185,projected,4499,,4759,10533,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3506 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3506,NAD83(NSRS2007) / Colorado South (ftUS),2185,projected,4497,,4759,15315,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3505. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3507,NAD83(NSRS2007) / Connecticut,1377,projected,4499,,4759,10630,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3508 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3508,NAD83(NSRS2007) / Connecticut (ftUS),1377,projected,4497,,4759,15316,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3507. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3509,NAD83(NSRS2007) / Delaware,1378,projected,4499,,4759,10730,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3510 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3510,NAD83(NSRS2007) / Delaware (ftUS),1378,projected,4497,,4759,15317,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3509. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3511,NAD83(NSRS2007) / Florida East,2186,projected,4499,,4759,10931,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3512 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3512,NAD83(NSRS2007) / Florida East (ftUS),2186,projected,4497,,4759,15318,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3511. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3513,NAD83(NSRS2007) / Florida GDL Albers,1379,projected,4499,,4759,10934,,,Used for spatial data presentation for whole state.,Replaces NAD83(HARN) / Florida GDL Albers.,"Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj",OGP,2007-03-13,,1,0
-3514,NAD83(NSRS2007) / Florida North,2187,projected,4499,,4759,10933,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3515 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3515,NAD83(NSRS2007) / Florida North (ftUS),2187,projected,4497,,4759,15320,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3514. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3516,NAD83(NSRS2007) / Florida West,2188,projected,4499,,4759,10932,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3517 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3517,NAD83(NSRS2007) / Florida West (ftUS),2188,projected,4497,,4759,15319,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3516. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3518,NAD83(NSRS2007) / Georgia East,2189,projected,4499,,4759,11031,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3519 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3519,NAD83(NSRS2007) / Georgia East (ftUS),2189,projected,4497,,4759,15321,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3518. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3520,NAD83(NSRS2007) / Georgia West,2190,projected,4499,,4759,11032,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3521 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3521,NAD83(NSRS2007) / Georgia West (ftUS),2190,projected,4497,,4759,15322,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3520. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3522,NAD83(NSRS2007) / Idaho Central,2191,projected,4499,,4759,11132,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3523 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3523,NAD83(NSRS2007) / Idaho Central (ftUS),2191,projected,4497,,4759,15324,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3522. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3524,NAD83(NSRS2007) / Idaho East,2192,projected,4499,,4759,11131,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3525 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3525,NAD83(NSRS2007) / Idaho East (ftUS),2192,projected,4497,,4759,15323,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3524. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3526,NAD83(NSRS2007) / Idaho West,2193,projected,4499,,4759,11133,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3527 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3527,NAD83(NSRS2007) / Idaho West (ftUS),2193,projected,4497,,4759,15325,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3526. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3528,NAD83(NSRS2007) / Illinois East,2194,projected,4499,,4759,11231,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3529 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3529,NAD83(NSRS2007) / Illinois East (ftUS),2194,projected,4497,,4759,15387,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3528. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3530,NAD83(NSRS2007) / Illinois West,2195,projected,4499,,4759,11232,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3531 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3531,NAD83(NSRS2007) / Illinois West (ftUS),2195,projected,4497,,4759,15388,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3530. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3532,NAD83(NSRS2007) / Indiana East,2196,projected,4499,,4759,11331,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3533 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3533,NAD83(NSRS2007) / Indiana East (ftUS),2196,projected,4497,,4759,15372,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3532. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3534,NAD83(NSRS2007) / Indiana West,2197,projected,4499,,4759,11332,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3535 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3535,NAD83(NSRS2007) / Indiana West (ftUS),2197,projected,4497,,4759,15373,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3534. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3536,NAD83(NSRS2007) / Iowa North,2198,projected,4499,,4759,11431,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3537 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3537,NAD83(NSRS2007) / Iowa North (ft US),2198,projected,4497,,4759,15377,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3536. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3538,NAD83(NSRS2007) / Iowa South,2199,projected,4499,,4759,11432,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3539 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3539,NAD83(NSRS2007) / Iowa South (ft US),2199,projected,4497,,4759,15378,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3538. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3540,NAD83(NSRS2007) / Kansas North,2200,projected,4499,,4759,11531,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3541 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3541,NAD83(NSRS2007) / Kansas North (ft US),2200,projected,4497,,4759,15379,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3540. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3542,NAD83(NSRS2007) / Kansas South,2201,projected,4499,,4759,11532,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3543 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3543,NAD83(NSRS2007) / Kansas South (ft US),2201,projected,4497,,4759,15380,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3542. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3544,NAD83(NSRS2007) / Kentucky North,2202,projected,4499,,4759,15303,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3545 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3545,NAD83(NSRS2007) / Kentucky North (ftUS),2202,projected,4497,,4759,15328,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3544. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3546,NAD83(NSRS2007) / Kentucky Single Zone,1386,projected,4499,,4759,11630,,,Used for spatial data presentation for whole state.,State law defines use of US survey feet. See code 3547 for equivalent non-metric definition. Replaces NAD83(HARN) / Kentucky Single Zone.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3547,NAD83(NSRS2007) / Kentucky Single Zone (ftUS),1386,projected,4497,,4759,15375,,,Used for spatial data presentation for whole state.,State law defines use of US survey feet. See code 3546 for equivalent metric definition. Replaces NAD83(HARN) / Kentucky Single Zone (ftUS).,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3548,NAD83(NSRS2007) / Kentucky South,2203,projected,4499,,4759,11632,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3549 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3549,NAD83(NSRS2007) / Kentucky South (ftUS),2203,projected,4497,,4759,15329,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3548. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3550,NAD83(NSRS2007) / Louisiana North,2204,projected,4499,,4759,11731,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3551 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3551,NAD83(NSRS2007) / Louisiana North (ftUS),2204,projected,4497,,4759,15391,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3550. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3552,NAD83(NSRS2007) / Louisiana South,2529,projected,4499,,4759,11732,,,Large and medium scale topographic mapping and engineering survey.,Not applicable to offshore areas. State law defines use of US survey feet. See code 3553 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3553,NAD83(NSRS2007) / Louisiana South (ftUS),2529,projected,4497,,4759,15392,,,Large and medium scale topographic mapping and engineering survey.,Not applicable to offshore areas. State law defines use of US survey feet. Federal definition is metric - see code 3552. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3554,NAD83(NSRS2007) / Maine CS2000 Central,2959,projected,4499,,4759,11854,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3555,NAD83(NSRS2007) / Maine CS2000 East,2960,projected,4499,,4759,11851,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3556,NAD83(NSRS2007) / Maine CS2000 West,2958,projected,4499,,4759,11853,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3557,NAD83(NSRS2007) / Maine East,2206,projected,4499,,4759,11831,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3558,NAD83(NSRS2007) / Maine West,2207,projected,4499,,4759,11832,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3559,NAD83(NSRS2007) / Maryland,1389,projected,4499,,4759,11930,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3582 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3560,NAD83 / Utah North (ftUS),2258,projected,4497,,4269,15297,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32142. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007-01-20,,0,0
-3561,Old Hawaiian / Hawaii zone 1,1546,projected,4497,,4135,15101,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Hawaii zone 1.,,EPSG,1999-05-24,99.322,1,0
-3562,Old Hawaiian / Hawaii zone 2,1547,projected,4497,,4135,15102,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Hawaii zone 2.,,EPSG,1999-05-24,99.322,1,0
-3563,Old Hawaiian / Hawaii zone 3,1548,projected,4497,,4135,15103,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Hawaii zone 3.,,EPSG,1999-05-24,99.322,1,0
-3564,Old Hawaiian / Hawaii zone 4,1549,projected,4497,,4135,15104,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Hawaii zone 4.,,EPSG,1999-05-24,99.322,1,0
-3565,Old Hawaiian / Hawaii zone 5,1550,projected,4497,,4135,15105,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Hawaii zone 5.,,EPSG,1999-05-24,99.322,1,0
-3566,NAD83 / Utah Central (ftUS),2257,projected,4497,,4269,15298,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32143. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007-01-20,,0,0
-3567,NAD83 / Utah South (ftUS),2259,projected,4497,,4269,15299,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32144. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007-01-20,,0,0
-3568,NAD83(HARN) / Utah North (ftUS),2258,projected,4497,,4152,15297,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2849. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey
-http://www.ngs.noaa.gov/INFO/Policy/st_plane.html",OGP,2007-04-20,2007.031,0,0
-3569,NAD83(HARN) / Utah Central (ftUS),2257,projected,4497,,4152,15298,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2850. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey
-http://www.ngs.noaa.gov/INFO/Policy/st_plane.html",OGP,2007-04-20,2007.031,0,0
-3570,NAD83(HARN) / Utah South (ftUS),2259,projected,4497,,4152,15299,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2851. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey
-http://www.ngs.noaa.gov/INFO/Policy/st_plane.html",OGP,2007-04-20,2007.031,0,0
-3571,WGS 84 / North Pole LAEA Bering Sea,3480,projected,4464,,4326,17295,,,Arctic research.,For studies of Bering Sea area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-3572,WGS 84 / North Pole LAEA Alaska,3480,projected,4467,,4326,17296,,,Arctic research.,For studies of Alaskan area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-3573,WGS 84 / North Pole LAEA Canada,3480,projected,4466,,4326,17297,,,Arctic research.,For studies of Canadian area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-3574,WGS 84 / North Pole LAEA Atlantic,3480,projected,4465,,4326,17298,,,Arctic research.,For studies of North Atlantic and Greenland area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-3575,WGS 84 / North Pole LAEA Europe,3480,projected,4463,,4326,17299,,,Arctic research.,For studies of north European area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-3576,WGS 84 / North Pole LAEA Russia,3480,projected,4462,,4326,17300,,,Arctic research.,For studies of Russian area.,Nuna Technologies on behalf of armap.org,OGP,2007-01-20,,1,0
-3577,GDA94 / Australian Albers,2575,projected,4400,,4283,17365,,,Australia-wide geoscience and statistical mapping.,,"Australian Government Department of Agriculture, Fisheries and Forestry, Bureau of Rural Sciences. http://www.daff.gov.au/brs",OGP,2007-01-22,,1,0
-3578,NAD83 / Yukon Albers,2417,projected,4400,,4269,19858,,,Spatial data storage and use for whole province in grid coordinates.,This CRS name may sometimes be used as an alias for NAD83(CSRS) / Yukon Albers. See CRS code 3579.,"Government of Yukon, Geomatics Yukon. http://geomaticsyukon.ca",OGP,2007-02-19,,1,0
-3579,NAD83(CSRS) / Yukon Albers,2417,projected,4400,,4617,19858,,,Spatial data storage and use for whole province in grid coordinates.,"This CRS may sometimes be called ""NAD83 / Yukon Albers"". That is the name of a different system (see CRS code 3578) but at the scales involved the positional difference of under 2 metres may not be significant.","Government of Yukon, Geomatics Yukon. http://geomaticsyukon.ca",OGP,2007-05-29,,1,0
-3580,NAD83 / NWT Lambert,3481,projected,4400,,4269,19857,,,Spatial data storage and use for whole province in grid coordinates.,This CRS name may sometimes be used as an alias for NAD83(CSRS) / NWT Lambert. See CRS code 3581.,Government of Northwest Territories Centre for Geomatics. http://maps.gnwtgeomatics.nt.ca,OGP,2007-05-29,,1,0
-3581,NAD83(CSRS) / NWT Lambert,3481,projected,4400,,4617,19857,,,Spatial data storage and use for whole province in grid coordinates.,"This CRS may sometimes be called ""NAD83 / NWT Lambert"". That is the name of a different system (see CRS code 3580) but at the scales involved the positional difference of under 2 metres may not be significant.",Government of Northwest Territories Centre for Geomatics. http://maps.gnwtgeomatics.nt.ca,OGP,2007-05-29,,1,0
-3582,NAD83(NSRS2007) / Maryland (ftUS),1389,projected,4497,,4759,15330,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3559. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3583,NAD83(NSRS2007) / Massachusetts Island,2208,projected,4499,,4759,12032,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3584 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3584,NAD83(NSRS2007) / Massachusetts Island (ftUS),2208,projected,4497,,4759,15332,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3583. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3585,NAD83(NSRS2007) / Massachusetts Mainland,2209,projected,4499,,4759,12031,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3586 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3586,NAD83(NSRS2007) / Massachusetts Mainland (ftUS),2209,projected,4497,,4759,15331,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3585. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3587,NAD83(NSRS2007) / Michigan Central,1724,projected,4499,,4759,12142,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3588 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3588,NAD83(NSRS2007) / Michigan Central (ft),1724,projected,4495,,4759,15334,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3587. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3589,NAD83(NSRS2007) / Michigan North,1723,projected,4499,,4759,12141,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3590 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3590,NAD83(NSRS2007) / Michigan North (ft),1723,projected,4495,,4759,15333,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3589. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3591,NAD83(NSRS2007) / Michigan Oblique Mercator,1391,projected,4499,,4759,12150,,,Used for spatial data presentation for whole state.,Replaces NAD83(HARN) / Michigan Oblique Mercator.,"Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf",OGP,2007-03-13,,1,0
-3592,NAD83(NSRS2007) / Michigan South,1725,projected,4499,,4759,12143,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3592 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3593,NAD83(NSRS2007) / Michigan South (ft),1725,projected,4495,,4759,15335,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3591. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3594,NAD83(NSRS2007) / Minnesota Central,2213,projected,4499,,4759,12232,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3595,NAD83(NSRS2007) / Minnesota North,2214,projected,4499,,4759,12231,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3596,NAD83(NSRS2007) / Minnesota South,2215,projected,4499,,4759,12233,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3597,NAD83(NSRS2007) / Mississippi East,2216,projected,4499,,4759,12331,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3598 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3598,NAD83(NSRS2007) / Mississippi East (ftUS),2216,projected,4497,,4759,15336,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3597. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3599,NAD83(NSRS2007) / Mississippi West,2217,projected,4499,,4759,12332,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3600 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3600,NAD83(NSRS2007) / Mississippi West (ftUS),2217,projected,4497,,4759,15337,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3599. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3601,NAD83(NSRS2007) / Missouri Central,2218,projected,4499,,4759,12432,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3602,NAD83(NSRS2007) / Missouri East,2219,projected,4499,,4759,12431,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3603,NAD83(NSRS2007) / Missouri West,2220,projected,4499,,4759,12433,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3604,NAD83(NSRS2007) / Montana,1395,projected,4499,,4759,12530,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3605 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3605,NAD83(NSRS2007) / Montana (ft),1395,projected,4495,,4759,15338,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3604. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3606,NAD83(NSRS2007) / Nebraska,1396,projected,4499,,4759,12630,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3607,NAD83(NSRS2007) / Nevada Central,2223,projected,4499,,4759,12732,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3608 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3608,NAD83(NSRS2007) / Nevada Central (ft US),2223,projected,4497,,4759,15382,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3607. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3609,NAD83(NSRS2007) / Nevada East,2224,projected,4499,,4759,12731,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3610 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3610,NAD83(NSRS2007) / Nevada East (ft US),2224,projected,4497,,4759,15381,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3609. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3611,NAD83(NSRS2007) / Nevada West,2225,projected,4499,,4759,12733,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3612 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3612,NAD83(NSRS2007) / Nevada West (ft US),2225,projected,4497,,4759,15383,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3611. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3613,NAD83(NSRS2007) / New Hampshire,1398,projected,4499,,4759,12830,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3614 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3614,NAD83(NSRS2007) / New Hampshire (ftUS),1398,projected,4497,,4759,15389,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3613. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3615,NAD83(NSRS2007) / New Jersey,1399,projected,4499,,4759,12930,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3616 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3616,NAD83(NSRS2007) / New Jersey (ft US),1399,projected,4497,,4759,15384,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3615. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3617,NAD83(NSRS2007) / New Mexico Central,2231,projected,4499,,4759,13032,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3618 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3618,NAD83(NSRS2007) / New Mexico Central (ftUS),2231,projected,4497,,4759,15340,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3617. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3619,NAD83(NSRS2007) / New Mexico East,2228,projected,4499,,4759,13031,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3620 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3620,NAD83(NSRS2007) / New Mexico East (ftUS),2228,projected,4497,,4759,15339,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3619. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3621,NAD83(NSRS2007) / New Mexico West,2232,projected,4499,,4759,13033,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3622 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3622,NAD83(NSRS2007) / New Mexico West (ftUS),2232,projected,4497,,4759,15341,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3621. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3623,NAD83(NSRS2007) / New York Central,2233,projected,4499,,4759,13132,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3624 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3624,NAD83(NSRS2007) / New York Central (ftUS),2233,projected,4497,,4759,15343,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3623. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3625,NAD83(NSRS2007) / New York East,2234,projected,4499,,4759,13131,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3626 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3626,NAD83(NSRS2007) / New York East (ftUS),2234,projected,4497,,4759,15342,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3625. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3627,NAD83(NSRS2007) / New York Long Island,2235,projected,4499,,4759,13134,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3628 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3628,NAD83(NSRS2007) / New York Long Island (ftUS),2235,projected,4497,,4759,15345,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3627. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3629,NAD83(NSRS2007) / New York West,2236,projected,4499,,4759,13133,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3630 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3630,NAD83(NSRS2007) / New York West (ftUS),2236,projected,4497,,4759,15344,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 36290. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3631,NAD83(NSRS2007) / North Carolina,1402,projected,4499,,4759,13230,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See CRS code 3632 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3632,NAD83(NSRS2007) / North Carolina (ftUS),1402,projected,4497,,4759,15346,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see CRS code 3631. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3633,NAD83(NSRS2007) / North Dakota North,2237,projected,4499,,4759,13331,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3634 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3634,NAD83(NSRS2007) / North Dakota North (ft),2237,projected,4495,,4759,15347,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3633. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3635,NAD83(NSRS2007) / North Dakota South,2238,projected,4499,,4759,13332,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3636 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3636,NAD83(NSRS2007) / North Dakota South (ft),2238,projected,4495,,4759,15348,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3635. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3637,NAD83(NSRS2007) / Ohio North,2239,projected,4499,,4759,13431,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3728 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3638,NAD83(NSRS2007) / Ohio South,2240,projected,4499,,4759,13432,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3729 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3639,NAD83(NSRS2007) / Oklahoma North,2241,projected,4499,,4759,13531,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3640 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3640,NAD83(NSRS2007) / Oklahoma North (ftUS),2241,projected,4497,,4759,15349,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3639. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3641,NAD83(NSRS2007) / Oklahoma South,2242,projected,4499,,4759,13532,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3642 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3642,NAD83(NSRS2007) / Oklahoma South (ftUS),2242,projected,4497,,4759,15350,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3641. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3643,NAD83(NSRS2007) / Oregon Lambert,1406,projected,4499,,4759,13633,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,State law defines use of International feet (note: not US survey feet). See code 3644 for non-metric definition. Replaces NAD83(HARN) / SPCS.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",OGP,2007-03-13,,1,0
-3644,NAD83(NSRS2007) / Oregon Lambert (ft),1406,projected,4495,,4759,15374,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3643. Replaces NAD83(HARN) / SPCS.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",OGP,2007-03-13,,1,0
-3645,NAD83(NSRS2007) / Oregon North,2243,projected,4499,,4759,13631,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3646 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3646,NAD83(NSRS2007) / Oregon North (ft),2243,projected,4495,,4759,15351,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3645. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3647,NAD83(NSRS2007) / Oregon South,2244,projected,4499,,4759,13632,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3648 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3648,NAD83(NSRS2007) / Oregon South (ft),2244,projected,4495,,4759,15352,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3647. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3649,NAD83(NSRS2007) / Pennsylvania North,2245,projected,4499,,4759,13731,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3650 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3650,NAD83(NSRS2007) / Pennsylvania North (ftUS),2245,projected,4497,,4759,15353,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3649. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3651,NAD83(NSRS2007) / Pennsylvania South,2246,projected,4499,,4759,13732,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3652 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3652,NAD83(NSRS2007) / Pennsylvania South (ftUS),2246,projected,4497,,4759,15354,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3651. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3653,NAD83(NSRS2007) / Rhode Island,1408,projected,4499,,4759,13830,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3654 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3654,NAD83(NSRS2007) / Rhode Island (ftUS),1408,projected,4497,,4759,15390,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3653. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3655,NAD83(NSRS2007) / South Carolina,1409,projected,4499,,4759,13930,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3656 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3656,NAD83(NSRS2007) / South Carolina (ft),1409,projected,4495,,4759,15355,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3655. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3657,NAD83(NSRS2007) / South Dakota North,2249,projected,4499,,4759,14031,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3658 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3658,NAD83(NSRS2007) / South Dakota North (ftUS),2249,projected,4497,,4759,15394,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3657. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3659,NAD83(NSRS2007) / South Dakota South,2250,projected,4499,,4759,14032,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3660 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3660,NAD83(NSRS2007) / South Dakota South (ftUS),2250,projected,4497,,4759,15395,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3659. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3661,NAD83(NSRS2007) / Tennessee,1411,projected,4499,,4759,14130,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3662 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3662,NAD83(NSRS2007) / Tennessee (ftUS),1411,projected,4497,,4759,15356,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3661. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3663,NAD83(NSRS2007) / Texas Central,2252,projected,4499,,4759,14233,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3664 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3664,NAD83(NSRS2007) / Texas Central (ftUS),2252,projected,4497,,4759,15359,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3663. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3665,NAD83(NSRS2007) / Texas Centric Albers Equal Area,1412,projected,4499,,4759,14254,,,Used for state-wide spatial data presentation requiring true area measurements.,For state-wide spatial data presentation requiring shape preservation use TCMS/LC (CRS code 3666). Replaces NAD83(HARN) / Texas Centric Albers Equal Area.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2007-03-13,,1,0
-3666,NAD83(NSRS2007) / Texas Centric Lambert Conformal,1412,projected,4499,,4759,14253,,,Used for state-wide spatial data presentation requiring shape preservation.,For state-wide spatial data presentation requiring true area measurements use TCMS/AEA (CRS code 3665). Replaces NAD83(HARN) / Texas Centric Lambert Conformal.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2007-03-13,,1,0
-3667,NAD83(NSRS2007) / Texas North,2253,projected,4499,,4759,14231,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3668 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3668,NAD83(NSRS2007) / Texas North (ftUS),2253,projected,4497,,4759,15357,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3667. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3669,NAD83(NSRS2007) / Texas North Central,2254,projected,4499,,4759,14232,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3670 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3670,NAD83(NSRS2007) / Texas North Central (ftUS),2254,projected,4497,,4759,15358,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3669. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3671,NAD83(NSRS2007) / Texas South,2528,projected,4499,,4759,14235,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3672 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3672,NAD83(NSRS2007) / Texas South (ftUS),2528,projected,4497,,4759,15361,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3671. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3673,NAD83(NSRS2007) / Texas South Central,2527,projected,4499,,4759,14234,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3764 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3674,NAD83(NSRS2007) / Texas South Central (ftUS),2527,projected,4497,,4759,15360,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3673. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3675,NAD83(NSRS2007) / Utah Central,2257,projected,4499,,4759,14332,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS. State law defining use of International feet (note: not US survey feet) has been withdrawn.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3676,NAD83(NSRS2007) / Utah Central (ft),2257,projected,4495,,4759,15363,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3675. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,0,0
-3677,NAD83(NSRS2007) / Utah Central (ftUS),2257,projected,4497,,4759,15298,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3675. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,0,0
-3678,NAD83(NSRS2007) / Utah North,2258,projected,4499,,4759,14331,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS. State law defining use of International feet (note: not US survey feet) has been withdrawn.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3679,NAD83(NSRS2007) / Utah North (ft),2258,projected,4495,,4759,15362,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3678. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,0,0
-3680,NAD83(NSRS2007) / Utah North (ftUS),2258,projected,4497,,4759,15297,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3678. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,0,0
-3681,NAD83(NSRS2007) / Utah South,2259,projected,4499,,4759,14333,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS. State law defining use of International feet (note: not US survey feet) has been withdrawn.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3682,NAD83(NSRS2007) / Utah South (ft),2259,projected,4495,,4759,15364,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3681. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,0,0
-3683,NAD83(NSRS2007) / Utah South (ftUS),2259,projected,4497,,4759,15299,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3681. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,0,0
-3684,NAD83(NSRS2007) / Vermont,1414,projected,4499,,4759,14430,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3685,NAD83(NSRS2007) / Virginia North,2260,projected,4499,,4759,14531,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3686 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3686,NAD83(NSRS2007) / Virginia North (ftUS),2260,projected,4497,,4759,15365,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3685. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3687,NAD83(NSRS2007) / Virginia South,2261,projected,4499,,4759,14532,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3688 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3688,NAD83(NSRS2007) / Virginia South (ftUS),2261,projected,4497,,4759,15366,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3687. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3689,NAD83(NSRS2007) / Washington North,2273,projected,4499,,4759,14631,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3690 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3690,NAD83(NSRS2007) / Washington North (ftUS),2273,projected,4497,,4759,15367,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3689. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3691,NAD83(NSRS2007) / Washington South,2274,projected,4499,,4759,14632,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3692 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3692,NAD83(NSRS2007) / Washington South (ftUS),2274,projected,4497,,4759,15368,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3691. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3693,NAD83(NSRS2007) / West Virginia North,2264,projected,4499,,4759,14731,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3694,NAD83(NSRS2007) / West Virginia South,2265,projected,4499,,4759,14732,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3695,NAD83(NSRS2007) / Wisconsin Central,2266,projected,4499,,4759,14832,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3696 for equivalent non-metric definition. SReplaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3696,NAD83(NSRS2007) / Wisconsin Central (ftUS),2266,projected,4497,,4759,15370,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3695. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3697,NAD83(NSRS2007) / Wisconsin North,2267,projected,4499,,4759,14831,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3698 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3698,NAD83(NSRS2007) / Wisconsin North (ftUS),2267,projected,4497,,4759,15369,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3607. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3699,NAD83(NSRS2007) / Wisconsin South,2268,projected,4499,,4759,14833,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3700 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3700,NAD83(NSRS2007) / Wisconsin South (ftUS),2268,projected,4497,,4759,15371,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3699. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3701,NAD83(NSRS2007) / Wisconsin Transverse Mercator,1418,projected,4499,,4759,14841,,,State-wide applications requiring a single system.,Designed as a single zone for the whole state. Replaces NAD27 / Wisconsin Transverse Mercator (CRS code 3069). Replaces NAD83(HARN) / Wisconsin Transverse Mercator.,Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,OGP,2007-03-13,,1,0
-3702,NAD83(NSRS2007) / Wyoming East,2269,projected,4499,,4759,14931,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3730 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3703,NAD83(NSRS2007) / Wyoming East Central,2270,projected,4499,,4759,14932,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3731 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3704,NAD83(NSRS2007) / Wyoming West Central,2272,projected,4499,,4759,14933,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3732 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3705,NAD83(NSRS2007) / Wyoming West,2271,projected,4499,,4759,14934,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3733 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3706,NAD83(NSRS2007) / UTM zone 59N,3482,projected,4400,,4759,16059,,,Medium scale topographic mapping.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 59N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3707,NAD83(NSRS2007) / UTM zone 60N,3483,projected,4400,,4759,16060,,,Medium scale topographic mapping.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 60N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3708,NAD83(NSRS2007) / UTM zone 1N,3484,projected,4400,,4759,16001,,,Medium scale topographic mapping.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 1N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3709,NAD83(NSRS2007) / UTM zone 2N,3485,projected,4400,,4759,16002,,,Medium scale topographic mapping.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 2N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3710,NAD83(NSRS2007) / UTM zone 3N,3486,projected,4400,,4759,16003,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 3N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3711,NAD83(NSRS2007) / UTM zone 4N,3487,projected,4400,,4759,16004,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 4N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3712,NAD83(NSRS2007) / UTM zone 5N,3490,projected,4400,,4759,16005,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 5N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3713,NAD83(NSRS2007) / UTM zone 6N,3493,projected,4400,,4759,16006,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 6N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3714,NAD83(NSRS2007) / UTM zone 7N,3494,projected,4400,,4759,16007,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 7N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3715,NAD83(NSRS2007) / UTM zone 8N,3495,projected,4400,,4759,16008,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 8N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3716,NAD83(NSRS2007) / UTM zone 9N,3496,projected,4400,,4759,16009,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 9N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3717,NAD83(NSRS2007) / UTM zone 10N,3497,projected,4400,,4759,16010,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 10N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3718,NAD83(NSRS2007) / UTM zone 11N,3498,projected,4400,,4759,16011,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 11N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3719,NAD83(NSRS2007) / UTM zone 12N,3499,projected,4400,,4759,16012,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 12N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3720,NAD83(NSRS2007) / UTM zone 13N,3500,projected,4400,,4759,16013,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 13N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3721,NAD83(NSRS2007) / UTM zone 14N,3501,projected,4400,,4759,16014,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 14N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3722,NAD83(NSRS2007) / UTM zone 15N,3502,projected,4400,,4759,16015,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 15N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3723,NAD83(NSRS2007) / UTM zone 16N,3503,projected,4400,,4759,16016,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 16N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3724,NAD83(NSRS2007) / UTM zone 17N,3504,projected,4400,,4759,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 17N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3725,NAD83(NSRS2007) / UTM zone 18N,3505,projected,4400,,4759,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 18N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3726,NAD83(NSRS2007) / UTM zone 19N,3506,projected,4400,,4759,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 19N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3727,Reunion 1947 / TM Reunion,3337,projected,4499,,4626,19856,,,Large and medium scale topographic mapping and engineering survey.,Replaces Reunion 1947 / Gauss Laborde Reunion (alias Piton des Neiges / Gauss Laborde Reunion). Replaced by RGR92 / UTM zone 40S (CRS code 2975).,IGN Paris,OGP,2007-03-13,,1,0
-3728,NAD83(NSRS2007) / Ohio North (ftUS),2239,projected,4497,,4759,13433,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3637. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3729,NAD83(NSRS2007) / Ohio South (ftUS),2240,projected,4497,,4759,13434,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3638. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3730,NAD83(NSRS2007) / Wyoming East (ftUS),2269,projected,4497,,4759,14935,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3702. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3731,NAD83(NSRS2007) / Wyoming East Central (ftUS),2270,projected,4497,,4759,14936,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3703. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3732,NAD83(NSRS2007) / Wyoming West Central (ftUS),2272,projected,4497,,4759,14937,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3704. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3733,NAD83(NSRS2007) / Wyoming West (ftUS),2271,projected,4497,,4759,14938,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3705. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3734,NAD83 / Ohio North (ftUS),2239,projected,4497,,4269,13433,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32122. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3735,NAD83 / Ohio South (ftUS),2240,projected,4497,,4269,13434,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32123. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3736,NAD83 / Wyoming East (ftUS),2269,projected,4497,,4269,14935,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 32155. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3737,NAD83 / Wyoming East Central (ftUS),2270,projected,4497,,4269,14936,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 32156. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3738,NAD83 / Wyoming West Central (ftUS),2272,projected,4497,,4269,14937,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 32157. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
-3739,NAD83 / Wyoming West (ftUS),2271,projected,4497,,4269,14938,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 32158. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3740,NAD83(HARN) / UTM zone 10N,3497,projected,4400,,4152,16010,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 10N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 10N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-04-20,,1,0
-3741,NAD83(HARN) / UTM zone 11N,3498,projected,4400,,4152,16011,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 11N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 11N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-04-20,,1,0
-3742,NAD83(HARN) / UTM zone 12N,3499,projected,4400,,4152,16012,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 12N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 12N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-04-20,,1,0
-3743,NAD83(HARN) / UTM zone 13N,3500,projected,4400,,4152,16013,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 13N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 13N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-04-20,,1,0
-3744,NAD83(HARN) / UTM zone 14N,3501,projected,4400,,4152,16014,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 14N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 14N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-04-20,,1,0
-3745,NAD83(HARN) / UTM zone 15N,3502,projected,4400,,4152,16015,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 15N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 15N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-04-20,,1,0
-3746,NAD83(HARN) / UTM zone 16N,3503,projected,4400,,4152,16016,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 16N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 16N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-04-20,,1,0
-3747,NAD83(HARN) / UTM zone 17N,3504,projected,4400,,4152,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 17N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 17N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-04-20,,1,0
-3748,NAD83(HARN) / UTM zone 18N,3505,projected,4400,,4152,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 18N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 18N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-04-20,,1,0
-3749,NAD83(HARN) / UTM zone 19N,3506,projected,4400,,4152,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 19N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 19N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-05-29,,1,0
-3750,NAD83(HARN) / UTM zone 4N,3488,projected,4400,,4152,16004,,,Large and medium scale topographic mapping and engineering survey.,,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-03-13,,1,0
-3751,NAD83(HARN) / UTM zone 5N,3491,projected,4400,,4152,16005,,,Large and medium scale topographic mapping and engineering survey.,,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007-03-13,,1,0
-3752,WGS 84 / Mercator 41,3508,projected,4499,,4326,19855,,,Medium and small scale mapping.,,New Zealand National Institute for Water and Atmospheric Research,OGP,2007-03-22,,1,0
-3753,NAD83(HARN) / Ohio North (ftUS),2239,projected,4497,,4152,13433,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2834. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3754,NAD83(HARN) / Ohio South (ftUS),2240,projected,4497,,4152,13434,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2835. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-3755,NAD83(HARN) / Wyoming East (ftUS),2269,projected,4497,,4152,14935,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2862. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-04-20,,1,0
-3756,NAD83(HARN) / Wyoming East Central (ftUS),2270,projected,4497,,4152,14936,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2863. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-04-20,,1,0
-3757,NAD83(HARN) / Wyoming West Central (ftUS),2272,projected,4497,,4152,14937,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2864. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-04-20,,1,0
-3758,NAD83(HARN) / Wyoming West (ftUS),2271,projected,4497,,4152,14938,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2865. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-04-20,,1,0
-3759,NAD83 / Hawaii zone 3 (ftUS),1548,projected,4497,,4269,15138,,,Large and medium scale topographic mapping and engineering survey of Honolulu County.,"State has no law defining grid unit; system therefore not recognised by Federal authorities. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","City and County of Honolulu, http://www.honoluludpp.org",OGP,2007-04-20,,1,0
-3760,NAD83(HARN) / Hawaii zone 3 (ftUS),1548,projected,4497,,4152,15138,,,Large and medium scale topographic mapping and engineering survey of Honolulu County.,State has no law defining grid unit; system therefore not recognised by Federal authorities. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft.,"City and County of Honolulu, http://www.honoluludpp.org",OGP,2007-04-20,,1,0
-3761,NAD83(CSRS) / UTM zone 22N,2152,projected,4400,,4617,16022,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2007-05-29,,1,0
-3762,WGS 84 / South Georgia Lambert,3529,projected,4400,,4326,19854,,,GIS,,British Antarctic Survey.,OGP,2007-07-06,,1,0
-3920,Puerto Rico / UTM zone 20N,1253,projected,4400,,4139,16020,,,Large and medium scale topographic mapping and engineering survey.,NAD27 / UTM zone 20 N (code 26720) used for military purposes.,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-3991,Puerto Rico State Plane CS of 1927,1194,projected,4497,,4139,15201,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Puerto Rico State Plane CS.,US National Geodetic Survey,EPSG,1999-05-24,99.323,1,0
-3992,Puerto Rico / St. Croix,1254,projected,4497,,4139,15202,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / St. Croix State Plane CS.,US National Geodetic Survey,EPSG,1999-05-24,99.323,1,0
-3993,Guam 1963 / Guam SPCS,3255,projected,4499,,4675,15400,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,US National Geodetic Survey,EPSG,2004-04-22,,1,0
-4001,Unknown datum based upon the Airy 1830 ellipsoid,1263,geographic 2D,6422,6001,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4002,Unknown datum based upon the Airy Modified 1849 ellipsoid,1263,geographic 2D,6422,6002,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4003,Unknown datum based upon the Australian National Spheroid,1263,geographic 2D,6422,6003,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4004,Unknown datum based upon the Bessel 1841 ellipsoid,1263,geographic 2D,6422,6004,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4005,Unknown datum based upon the Bessel Modified ellipsoid,1263,geographic 2D,6422,6005,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4006,Unknown datum based upon the Bessel Namibia ellipsoid,1263,geographic 2D,6422,6006,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4007,Unknown datum based upon the Clarke 1858 ellipsoid,1263,geographic 2D,6422,6007,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4008,Unknown datum based upon the Clarke 1866 ellipsoid,1263,geographic 2D,6422,6008,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4009,Unknown datum based upon the Clarke 1866 Michigan ellipsoid,1263,geographic 2D,6422,6009,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4010,Unknown datum based upon the Clarke 1880 (Benoit) ellipsoid,1263,geographic 2D,6422,6010,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4011,Unknown datum based upon the Clarke 1880 (IGN) ellipsoid,1263,geographic 2D,6422,6011,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4012,Unknown datum based upon the Clarke 1880 (RGS) ellipsoid,1263,geographic 2D,6422,6012,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4013,Unknown datum based upon the Clarke 1880 (Arc) ellipsoid,1263,geographic 2D,6422,6013,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4014,Unknown datum based upon the Clarke 1880 (SGA 1922) ellipsoid,1263,geographic 2D,6422,6014,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4015,Unknown datum based upon the Everest 1830 (1937 Adjustment) ellipsoid,1263,geographic 2D,6422,6015,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4016,Unknown datum based upon the Everest 1830 (1967 Definition) ellipsoid,1263,geographic 2D,6422,6016,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4018,Unknown datum based upon the Everest 1830 Modified ellipsoid,1263,geographic 2D,6422,6018,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4019,Unknown datum based upon the GRS 1980 ellipsoid,1263,geographic 2D,6422,6019,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4020,Unknown datum based upon the Helmert 1906 ellipsoid,1263,geographic 2D,6422,6020,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4021,Unknown datum based upon the Indonesian National Spheroid,1263,geographic 2D,6422,6021,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42,0,0
-4022,Unknown datum based upon the International 1924 ellipsoid,1263,geographic 2D,6422,6022,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4024,Unknown datum based upon the Krassowsky 1940 ellipsoid,1263,geographic 2D,6422,6024,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4025,Unknown datum based upon the NWL 9D ellipsoid,1263,geographic 2D,6422,6025,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4027,Unknown datum based upon the Plessis 1817 ellipsoid,1263,geographic 2D,6422,6027,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4028,Unknown datum based upon the Struve 1860 ellipsoid,1263,geographic 2D,6422,6028,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4029,Unknown datum based upon the War Office ellipsoid,1263,geographic 2D,6422,6029,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4030,Unknown datum based upon the WGS 84 ellipsoid,1263,geographic 2D,6422,6030,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4031,Unknown datum based upon the GEM 10C ellipsoid,1263,geographic 2D,6422,6031,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4032,Unknown datum based upon the OSU86F ellipsoid,1263,geographic 2D,6422,6032,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4033,Unknown datum based upon the OSU91A ellipsoid,1263,geographic 2D,6422,6033,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4034,Unknown datum based upon the Clarke 1880 ellipsoid,1263,geographic 2D,6422,6034,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,96.08 2000.42 2003.37,0,0
-4035,Unknown datum based upon the Authalic Sphere,1263,geographic 2D,6402,6035,,,,,Not recommended.,Deprecated. Use code 4047.,EPSG,EPSG,2000-05-03,96.08 2000.42,0,1
-4036,Unknown datum based upon the GRS 1967 ellipsoid,1263,geographic 2D,6422,6036,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,2000.42 2003.37,0,0
-4041,Unknown datum based upon the Average Terrestrial System 1977 ellipsoid,1263,geographic 2D,6422,6041,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,2000.42 2003.37,0,0
-4042,Unknown datum based upon the Everest (1830 Definition) ellipsoid,1263,geographic 2D,6422,6042,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,2000.42 2003.37,0,0
-4043,Unknown datum based upon the WGS 72 ellipsoid,1263,geographic 2D,6422,6043,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,2000.42 2003.37,0,0
-4044,Unknown datum based upon the Everest 1830 (1962 Definition) ellipsoid,1263,geographic 2D,6422,6044,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,2000.42 2003.37,0,0
-4045,Unknown datum based upon the Everest 1830 (1975 Definition) ellipsoid,1263,geographic 2D,6422,6045,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,2000.42 2003.37,0,0
-4047,Unspecified datum based upon the GRS 1980 Authalic Sphere,1263,geographic 2D,6422,6047,,,,,Small scale statistical mapping.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-01-06,2003.37 2003.33,0,0
-4052,Unspecified datum based upon the Clarke 1866 Authalic Sphere,1263,geographic 2D,6422,6052,,,,,Small scale statistical mapping.,Use only in cases where geodetic datum is unknown.,EPSG,EPSG,2004-04-27,,0,0
-4053,Unspecified datum based upon the International 1924 Authalic Sphere,1263,geographic 2D,6422,6053,,,,,Small scale statistical mapping.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2006-09-22,,0,0
-4054,Unspecified datum based upon the Hughes 1980 ellipsoid,1263,geographic 2D,6422,6054,,,,,Data sets from US Defence Meteorological Satellite Program SSM/I microwave sensors.,DMSP SSM/I data sets provided by NSIDC for polar research.,US National Snow and Ice Data Center,OGP,2006-09-22,,0,0
-4120,Greek,1106,geographic 2D,6422,6120,,,,,Geodetic survey.,,Topography Department; National Technical University of Greece.,EPSG,2004-01-06,2003.37,1,0
-4121,GGRS87,1106,geographic 2D,6422,6121,,,,,Geodetic survey.,,Geodesy Department; Public Petroleum Corporation of Greece.,EPSG,2004-01-06,2003.37,1,0
-4122,ATS77,1283,geographic 2D,6422,6122,,,,,Geodetic survey.,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,2004-01-06,2003.37,1,0
-4123,KKJ,1095,geographic 2D,6422,6123,,,,,Geodetic survey.,,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2004-01-06,2003.37,1,0
-4124,RT90,1225,geographic 2D,6422,6124,,,,,Geodetic survey.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2004-01-06,2003.37,1,0
-4125,Samboja,1328,geographic 2D,6402,6125,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,EPSG,1997-11-13,,1,1
-4126,LKS94 (ETRS89),1145,geographic 2D,6402,6126,,,,,Geodetic survey.,,,EPSG,1998-03-13,,1,1
-4127,Tete,3281,geographic 2D,6422,6127,,,,,Geodetic survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2004-01-06,2003.37,1,0
-4128,Madzansua,1315,geographic 2D,6422,6128,,,,,Geodetic survey.,Replaced by values transformed to Tete GeogCRS (code 4127).,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2004-01-06,2003.37,1,0
-4129,Observatario,1329,geographic 2D,6422,6129,,,,,Geodetic survey.,Replaced by values transformed to Tete geogCRS (code 4127).,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2004-04-07,2003.37 2004.21,1,0
-4130,Moznet,1167,geographic 2D,6422,6130,4953,15523,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4131,Indian 1960,1302,geographic 2D,6422,6131,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.362 2003.37,1,0
-4132,FD58,1300,geographic 2D,6422,6132,,,,,Geodetic survey.,,IOEPC records.,EPSG,2004-01-06,2003.37,1,0
-4133,EST92,1090,geographic 2D,6422,6133,,,,,Geodetic survey.,This name is also used for a projected CRS (see projCRS code 3300). Replaced by EST97 (code 4180).,http://www.geo.ut.ee/,EPSG,2005-09-29,2003.37 2005.46,1,0
-4134,PDO Survey Datum 1993,3288,geographic 2D,6422,6134,,,,,Geodetic survey.,Replaces Fahud geogCRS (code 4232). Maximum differences to Fahud adjustment are 20 metres.,Petroleum Development Oman,EPSG,2004-03-26,2003.37 2004.183,1,0
-4135,Old Hawaiian,1334,geographic 2D,6422,6135,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,EPSG,2004-01-06,2003.37,1,0
-4136,St. Lawrence Island,1332,geographic 2D,6422,6136,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,EPSG,2004-01-06,2003.37,1,0
-4137,St. Paul Island,1333,geographic 2D,6422,6137,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,EPSG,2004-01-06,2003.37,1,0
-4138,St. George Island,1331,geographic 2D,6422,6138,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,EPSG,2004-01-06,2003.37,1,0
-4139,Puerto Rico,1335,geographic 2D,6422,6139,,,,,Geodetic surveying for civilian purposes. Geodetic survey.,NAD27 (CRS code 4267) used for military purposes. Note: this coordinate system includes longitudes which are POSITIVE EAST.,,EPSG,2004-01-06,2003.37,1,0
-4140,NAD83(CSRS98),1336,geographic 2D,6402,6140,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,In New Brunswick superseded ATS77 from 1999.,Service New Brunswick Land and Information Standards Manual,EPSG,2000-10-19,99.90,1,1
-4141,Israel,2603,geographic 2D,6422,6141,,,,,Geodetic survey.,Replaces Palestine 1923.,Survey of Israel,EPSG,2004-01-06,2002.34 2003.37,1,0
-4142,Locodjo 1965,1075,geographic 2D,6422,6142,,,,,Geodetic survey.,Replaced by Abidjan 1987 (EPSG code 4143).,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4143,Abidjan 1987,1075,geographic 2D,6422,6143,,,,,Geodetic survey.,Replaces Locodjo 1965 (EPSG code 4142).,IGN Paris,EPSG,2004-01-06,2001.11 2003.37,1,0
-4144,Kalianpur 1937,1308,geographic 2D,6422,6144,,,,,Geodetic survey.,Adopts 1937 metric conversion of 0.30479841 metres per Indian foot.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",EPSG,2004-01-06,2003.37,1,0
-4145,Kalianpur 1962,3289,geographic 2D,6422,6145,,,,,Geodetic survey.,Adopts 1962 metric conversion of 0.3047996 metres per Indian foot.,,EPSG,2004-01-06,2003.37,1,0
-4146,Kalianpur 1975,3341,geographic 2D,6422,6146,,,,,Geodetic survey.,Adopts 1975 metric conversion of 0.3047995 metres per Indian foot.,,EPSG,2004-01-06,2003.37,1,0
-4147,Hanoi 1972,3328,geographic 2D,6422,6147,,,,,Geodetic survey.,Replaces use of Indian 1960. Replaced by VN-2000 (CRS code 4756).,,EPSG,2006-09-13,2003.37 2006.84,1,0
-4148,Hartebeesthoek94,1215,geographic 2D,6422,6148,4941,15511,,,Horizontal component of 3D system.,Replaces Cape (code 4222) from 1999.,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,99.96 2000.04 2003.37,1,0
-4149,CH1903,1286,geographic 2D,6422,6149,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4150,CH1903+,1286,geographic 2D,6422,6150,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4151,CHTRF95,1286,geographic 2D,6422,6151,4933,15503,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4152,NAD83(HARN),1337,geographic 2D,6422,6152,4957,15527,,,Horizontal component of 3D system.,"Note: this coordinate system includes longitudes which are POSITIVE EAST. In Contine""ntal US (excludes Alaska) and Hawaii, replaces NAD83 for applications with an accuracy of better than 1m. In Continental US replaced by NAD83(NSRS2007).",EPSG. See 3D CRS for original information source.,EPSG,2007-04-20,2003.37 2006.392 2006.903 2007.031,1,0
-4153,Rassadiran,1338,geographic 2D,6422,6153,,,,,Geodetic survey.,,Total-Fina,EPSG,2004-01-06,2003.37,1,0
-4154,ED50(ED77),1123,geographic 2D,6422,6154,,,,,Geodetic survey.,,National Cartographic Centre of Iran,EPSG,2004-01-06,2003.37,1,0
-4155,Dabola 1981,3257,geographic 2D,6422,6155,,,,,Geodetic survey.,Replaces Conakry 1905 (EPSG code 4315).,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4156,S-JTSK,1306,geographic 2D,6422,6156,,,,,Geodetic survey.,"S-JTSK is the Uniform Trigonometric Cadastral Network. It is a modification of the Austrian MGI geogCRS, code 4312.",Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,EPSG,2004-01-06,2001.26 2003.37,1,0
-4157,Mount Dillon,1322,geographic 2D,6422,6157,,,,,Geodetic survey.,,University of the West Indies Geodetic Services.,EPSG,2004-01-06,2003.37,1,0
-4158,Naparima 1955,3143,geographic 2D,6422,6158,,,,,Geodetic survey.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,EPSG,2004-01-06,2003.37,1,0
-4159,ELD79,1143,geographic 2D,6422,6159,,,,,Geodetic survey.,,Various oil company records.,EPSG,2004-01-06,2003.37,1,0
-4160,Chos Malal 1914,1292,geographic 2D,6422,6160,,,,,Geodetic survey.,Replaced by Campo Inchauspe (geogCRS code 4221).,Various oil company records.,EPSG,2004-04-07,2003.37 2004.21,1,0
-4161,Pampa del Castillo,1265,geographic 2D,6422,6161,,,,,Geodetic surveying within the oil industry. Geodetic survey.,Replaced by Campo Inchauspe (geogCRS code 4221).,Various oil company records.,EPSG,2004-04-07,2003.37 2004.21,1,0
-4162,Korean 1985,3266,geographic 2D,6422,6162,,,,,Geodetic survey.,Replaces use of Tokyo datum.,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org,EPSG,2005-09-29,2001.28 2003.37 2005.46,1,0
-4163,Yemen NGN96,1257,geographic 2D,6422,6163,4981,15551,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4164,South Yemen,1340,geographic 2D,6422,6164,,,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4165,Bissau,3258,geographic 2D,6422,6165,,,,,Geodetic survey.,,NIMA,EPSG,2004-01-06,2003.37,1,0
-4166,Korean 1995,3266,geographic 2D,6422,6166,,,,,Geodetic survey.,,NIMA TR8350.2 http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2003.37 2005.46,1,0
-4167,NZGD2000,3285,geographic 2D,6422,6167,4959,15530,,,Horizontal component of 3D system.,Replaces NZGD49 (code 4272) and CI79 (code 4673) from March 2000.,EPSG. See 3D CRS for original information source.,EPSG,2004-03-26,2003.37 2004.11,1,0
-4168,Accra,1104,geographic 2D,6422,6168,,,,,Geodetic survey.,"Ellipsoid semi-major axis (a)=20926201 exactly Gold Coast feet.
-Replaced by Leigon (code 4250) in 1978.",Ordnance Survey International,EPSG,2004-01-06,2003.37,1,0
-4169,American Samoa 1962,3109,geographic 2D,6422,6169,,,,,Geodetic survey.,,NIMA TR8350.2 revision of January 2000 and ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt,EPSG,2005-05-21,2003.37 2005.23,1,0
-4170,SIRGAS,3448,geographic 2D,6422,6170,4975,15545,,,Horizontal component of 3D system.,Replaced by SIRGAS 2000.,EPSG. See 3D CRS for original information source.,EPSG,2006-07-29,2001.33 2003.37 2004.25 2006.465,1,0
-4171,RGF93,1096,geographic 2D,6422,6171,4965,15535,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4172,POSGAR,1033,geographic 2D,6402,6172,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,"A geodetic network of 127 high accuracy surved points that define the National Geodetic System (Sistema Geodésico Nacional), adopted by IGM in May 1997",http://www.igm.gov.ar/posgar.html,EPSG,2000-10-19,2001.051,1,1
-4173,IRENET95,1305,geographic 2D,6422,6173,4943,15513,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4174,Sierra Leone 1924,1342,geographic 2D,6422,6174,,,,,Geodetic survey.,Ellipsoid semi-major axis (a)=20926201 exactly Gold Coast feet; 1 Gold Coast foot = 0.3047997101815 m.,Ordnance Survey International,EPSG,2004-01-06,2003.37,1,0
-4175,Sierra Leone 1968,3306,geographic 2D,6422,6175,,,,,Geodetic survey.,Replaces Sierra Leone 1960. The 1968 readjustment coordinates are within 3m of the 1960 provisional adjustment.,Ordnance Survey International.,EPSG,2004-01-06,2003.37,1,0
-4176,Australian Antarctic,1278,geographic 2D,6422,6176,4931,15501,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,EPSG,2006-01-30,2003.37 2006.08,1,0
-4178,Pulkovo 1942(83),1343,geographic 2D,6422,6178,,,,,Geodetic survey.,"In Brandenburg replaced by ETRS89.
-In Sachsen and Thuringen replaced by RD83 and PD/83 which for practical purposes may be considered to be the same as DHDN.",Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-06,2003.37,1,0
-4179,Pulkovo 1942(58),1192,geographic 2D,6422,6179,,,,,Geodetic survey.,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-06,2003.37,1,0
-4180,EST97,1090,geographic 2D,6422,6180,4935,15505,,,Horizontal component of 3D system.,This name is also used for a projected CRS (see projCRS code 3301). Replaces EST92 (code 4133).,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4181,Luxembourg 1930,1146,geographic 2D,6422,6181,,,,,Geodetic survey.,,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-06,2003.37,1,0
-4182,Azores Occidental 1939,1344,geographic 2D,6422,6182,,,,,Geodetic survey.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-06,2003.37,1,0
-4183,Azores Central 1948,1301,geographic 2D,6422,6183,,,,,Geodetic survey.,Replaced by 1995 system (CRS code 4665).,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-06,2003.231 2003.37,1,0
-4184,Azores Oriental 1940,1345,geographic 2D,6422,6184,,,,,Geodetic survey.,Replaced by 1995 system (CRS code 4664).,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-06,2003.231 2003.37,1,0
-4185,Madeira 1936,1314,geographic 2D,6402,6185,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,1
-4188,OSNI 1952,2530,geographic 2D,6422,6188,,,,,Geodetic survey.,Replaced by 1975 Mapping Adjustment alias TM75. See CRS code 4300.,Ordnance Survey of Northern Ireland.,EPSG,2004-01-06,2002.97 2003.37,1,0
-4189,REGVEN,1251,geographic 2D,6422,6189,4963,15533,,,Horizontal component of 3D system.,Densification in Venezuela of SIRGAS.,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4190,POSGAR 98,1033,geographic 2D,6422,6190,4961,15531,,,Horizontal component of 3D system.,Densification in Argentina of SIRGAS.,EPSG. See 3D CRS for original information source.,EPSG,2005-09-04,2003.37 2005.46,1,0
-4191,Albanian 1987,1025,geographic 2D,6422,6191,,,,,Geodetic survey.,,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-06,2003.37,1,0
-4192,Douala 1948,2555,geographic 2D,6422,6192,,,,,Geodetic survey.,Replaced by Manoca 1962 (code 4193).,TotalFinaElf,EPSG,2004-01-06,2003.37,1,0
-4193,Manoca 1962,2555,geographic 2D,6422,6193,,,,,Geodetic survey.,Replaces Doula 1948 (code 4192). The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this CRS has used the IGN version.,TotalFinaElf,EPSG,2004-01-06,2002.84 2003.37,1,0
-4194,Qornoq 1927,3362,geographic 2D,6422,6194,,,,,Geodetic survey.,,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2003.37 2006.22,1,0
-4195,Scoresbysund 1952,2570,geographic 2D,6422,6195,,,,,Geodetic survey.,,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2004-01-06,2003.37,1,0
-4196,Ammassalik 1958,2571,geographic 2D,6422,6196,,,,,Geodetic survey.,,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2004-01-06,2003.37,1,0
-4197,Garoua,2590,geographic 2D,6422,6197,,,,,Geodetic survey.,,TotalFinaElf,EPSG,2004-01-06,2002.84 2003.37,1,0
-4198,Kousseri,2591,geographic 2D,6422,6198,,,,,Geodetic survey.,,TotalFinaElf,EPSG,2004-01-06,2003.37,1,0
-4199,Egypt 1930,3242,geographic 2D,6422,6199,,,,,Scientific purposes only.,"Note that Egypt 1930 uses the International 1924 ellipsoid, unlike the Egypt 1907 CRS (code 4229) which uses the Helmert ellipsoid. Oil industry references to the Egypt 1930 name and the Helmert ellipsoid probably mean Egypt 1907.",,EPSG,2004-01-06,2003.37,1,0
-4200,Pulkovo 1995,1198,geographic 2D,6422,6200,,,,,Geodetic survey.,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2004-01-06,2003.37,1,0
-4201,Adindan,1271,geographic 2D,6422,6201,,,,,Geodetic survey.,"The 12th parallel traverse of 1966-70 (geogCRS Point 58, code 4620) is connected to the Adindan network in western Sudan. This has given rise to misconceptions that the Adindan network is used in west Africa.",,EPSG,2004-01-06,2002.431 2003.37,1,0
-4202,AGD66,1279,geographic 2D,6422,6202,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4203,AGD84,2576,geographic 2D,6422,6203,,,,,Geodetic survey.,,"""GDA technical manual v2_2"", Intergovernmental Committee on Surveying and Mapping. www.anzlic.org.au/icsm/gdtm/",EPSG,2004-01-06,2003.29 2003.37,1,0
-4204,Ain el Abd,1272,geographic 2D,6422,6204,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4205,Afgooye,1214,geographic 2D,6422,6205,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4206,Agadez,1177,geographic 2D,6422,6206,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4207,Lisbon,1294,geographic 2D,6422,6207,,,,,Geodetic survey.,Replaces Lisbon 1890 system which used Bessel 1841 ellipsoid (code 4666). Replaced by Datum 73 (code 4274).,Instituto Geografico e Cadastral; Lisbon,EPSG,2004-01-06,2001.551 2003.37,1,0
-4208,Aratu,1274,geographic 2D,6422,6208,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4209,Arc 1950,1276,geographic 2D,6422,6209,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4210,Arc 1960,1277,geographic 2D,6422,6210,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4211,Batavia,1285,geographic 2D,6422,6211,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4212,Barbados 1938,1042,geographic 2D,6422,6212,,,,,Geodetic survey.,,,EPSG,2004-01-06,99.171 2003.37,1,0
-4213,Beduaram,2771,geographic 2D,6422,6213,,,,,Geodetic survey.,,,EPSG,2004-01-06,2002.43 2003.37,1,0
-4214,Beijing 1954,1067,geographic 2D,6422,6214,,,,,Geodetic survey.,Replaced by Xian 1980 (code 4610).,,EPSG,2004-01-06,2003.37,1,0
-4215,Belge 1950,1347,geographic 2D,6422,6215,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4216,Bermuda 1957,1047,geographic 2D,6422,6216,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4218,Bogota 1975,3229,geographic 2D,6422,6218,,,,,Geodetic survey.,"Replaces earlier 3 adjustments of 1951, 1944 and 1941. Replaced by MAGNA-SIRGAS (CRS code 4685).","IGAC special publication no. 1, ""Geodesia"" 4th edition, 1975.",EPSG,2005-04-14,2000.20 2003.37 2005.06,1,0
-4219,Bukit Rimpah,1287,geographic 2D,6422,6219,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4220,Camacupa,1288,geographic 2D,6422,6220,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4221,Campo Inchauspe,1033,geographic 2D,6422,6221,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4222,Cape,1290,geographic 2D,6422,6222,,,,,Geodetic survey.,Replaced by Hartbeesthoek94 from 1999.,"Directorate of Surveys and Mapping, Mowbray, South Africa.",EPSG,2004-01-06,2000.04 2003.37,1,0
-4223,Carthage,1236,geographic 2D,6422,6223,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4224,Chua,3356,geographic 2D,6422,6224,,,,,Geodetic survey.,"The Chua origin and associated triangulation network is in Brazil, but with a connecting traverse through northern Paraguay. The Chua system was used in Brazil only as input into the Corrego Allegre system (CRS code 4225).",,EPSG,2006-07-14,2003.37 2005.84 2006.49,1,0
-4225,Corrego Alegre,1293,geographic 2D,6422,6225,,,,,Geodetic survey.,Replaced by SAD69.,,EPSG,2005-12-30,2003.37 2005.841,1,0
-4226,Cote d'Ivoire,1075,geographic 2D,6402,6226,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,EPSG,1995-06-02,,1,1
-4227,Deir ez Zor,1623,geographic 2D,6422,6227,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4228,Douala,1060,geographic 2D,6402,6228,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,EPSG,1995-06-02,,1,1
-4229,Egypt 1907,1086,geographic 2D,6422,6229,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4230,ED50,1296,geographic 2D,6422,6230,,,,,Geodetic survey. Minerals management in Germany.,,,EPSG,2004-10-23,2003.37 2004.63,1,0
-4231,ED87,1297,geographic 2D,6422,6231,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4232,Fahud,3288,geographic 2D,6422,6232,,,,,Geodetic survey.,Since 1993 replaced by PSD93 geogCRS (code 4134). Maximum differences to Fahud adjustment are 20 metres.,,EPSG,2004-04-07,2003.37 2004.21,1,0
-4233,Gandajika 1970,1152,geographic 2D,6422,6233,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,1
-4234,Garoua,1060,geographic 2D,6402,6234,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,EPSG,1995-06-02,,1,1
-4235,Guyane Francaise,1097,geographic 2D,6402,6235,,,,,Geodetic survey.,,,EPSG,1995-06-02,,1,1
-4236,Hu Tzu Shan,3315,geographic 2D,6422,6236,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4237,HD72,1119,geographic 2D,6422,6237,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4238,ID74,1122,geographic 2D,6422,6238,,,,,Geodetic survey.,Replaced by DGN95.,,EPSG,2006-08-25,2003.37 2006.81,1,0
-4239,Indian 1954,1304,geographic 2D,6422,6239,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4240,Indian 1975,1231,geographic 2D,6422,6240,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4241,Jamaica 1875,3342,geographic 2D,6422,6241,,,,,Geodetic survey.,,"Survey Department, Government of Jamaica, 1983.",EPSG,2004-09-12,2003.37 2004.51,1,0
-4242,JAD69,3342,geographic 2D,6422,6242,,,,,Geodetic survey.,Replaced by JAD2001 (CRS code 4758).,"Survey Department, Government of Jamaica, 1983.",EPSG,2007-01-19,2003.37 2004.41 2006.001,1,0
-4243,Kalianpur 1880,1307,geographic 2D,6422,6243,,,,,Geodetic survey.,,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",EPSG,2004-01-06,97.23 2003.37,1,0
-4244,Kandawala,3310,geographic 2D,6422,6244,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4245,Kertau 1968,1309,geographic 2D,6422,6245,,,,,Geodetic survey.,Not used for metrication of RSO grid - see Kertau (RSO) (CRS code 4751). Replaced by GDM2000 (CRS code 4742).,Defence Geographic Centre.,EPSG,2006-07-31,2003.37 2006.251,1,0
-4246,KOC,3267,geographic 2D,6422,6246,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4247,La Canoa,3327,geographic 2D,6422,6247,,,,,Geodetic survey.,PSAD56 uses same origin.,,EPSG,2004-01-06,2003.37,1,0
-4248,PSAD56,1348,geographic 2D,6422,6248,,,,,Geodetic survey.,Origin is same as La Canoa. In Venezuela known as La Canoa.,,EPSG,2004-01-06,2003.37,1,0
-4249,Lake,1312,geographic 2D,6422,6249,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4250,Leigon,1104,geographic 2D,6422,6250,,,,,Geodetic survey.,Replaced Accra (code 4168) from 1978.,Ordnance Survey International,EPSG,2004-01-06,2003.37,1,0
-4251,Liberia 1964,3270,geographic 2D,6422,6251,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4252,Lome,1232,geographic 2D,6422,6252,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4253,Luzon 1911,1190,geographic 2D,6422,6253,,,,,Geodetic survey.,Replaced by PRS92 (CRS code 4683).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",EPSG,2004-12-24,2003.37 2004.73,1,0
-4254,Hito XVIII 1963,1303,geographic 2D,6422,6254,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4255,Herat North,1024,geographic 2D,6422,6255,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4256,Mahe 1971,1208,geographic 2D,6422,6256,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4257,Makassar,1316,geographic 2D,6422,6257,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4258,ETRS89,1298,geographic 2D,6422,6258,4937,15507,,,Horizontal component of 3D system.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,97.11 99.11 2000.72 2003.37,1,0
-4259,Malongo 1987,3180,geographic 2D,6422,6259,,,,,Oil industry offshore exploration and production from 1987.,"Replaced Mhast (offshore) (CRS code 4705) in 1987. References to ""Mhast"" since 1987 often should have stated ""Malongo 1987"".",Chevron Petroleum Technology,EPSG,2006-01-06,2003.37 2004.21 2005.751,1,0
-4260,Manoca,1060,geographic 2D,6402,6260,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,EPSG,1995-06-02,,1,1
-4261,Merchich,3280,geographic 2D,6422,6261,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4262,Massawa,1089,geographic 2D,6422,6262,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4263,Minna,1178,geographic 2D,6422,6263,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4264,Mhast,1318,geographic 2D,6422,6264,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,1
-4265,Monte Mario,3343,geographic 2D,6422,6265,,,,,"Geodetic survey, offshore minerals licencing.",,,EPSG,2004-01-15,2003.37 2004.07,1,0
-4266,M'poraloko,1100,geographic 2D,6422,6266,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4267,NAD27,1349,geographic 2D,6422,6267,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST. Replaced by NAD27(76) (code 4608) in Ontario and CGQ77 (code 4609) in Quebec.,,EPSG,2004-01-06,99.04 2003.37,1,0
-4268,NAD27 Michigan,1391,geographic 2D,6422,6268,,,,,Geodetic survey.,Ellipsoid taken to be 800ft above geoid. Note: this coordinate system includes longitudes which are POSITIVE EAST.,,EPSG,2004-01-06,96.28 2003.37,1,0
-4269,NAD83,1350,geographic 2D,6422,6269,,,,,Geodetic survey.,"This CRS includes longitudes which are POSITIVE EAST. The adjustment included connections to Greenland and Mexico but the system has not been adopted there. Except in Alaska, for applications with an accuracy of better than 1m replaced by NAD83(HARN).",,EPSG,2007-01-19,2003.37 2006.464 2006.903,1,0
-4270,Nahrwan 1967,1351,geographic 2D,6422,6270,,,,,Geodetic survey.,"In Iraq, replaces Nahrwan 1934 and replaced by Karbala 1979 (Polservice).",,EPSG,2006-06-02,2003.37 2006.34,1,0
-4271,Naparima 1972,1322,geographic 2D,6422,6271,,,,,Geodetic survey.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,EPSG,2004-01-06,2003.37,1,0
-4272,NZGD49,3285,geographic 2D,6422,6272,,,,,Geodetic survey.,Replaced by NZGD49 in March 2000.,New Zealand Department of Lands and Surveys Technical Report No. 1; 1978.,EPSG,2004-01-06,2000.702 2003.37,1,0
-4273,NGO 1948,1352,geographic 2D,6422,6273,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4274,Datum 73,1294,geographic 2D,6422,6274,,,,,Geodetic survey.,,Instituto Geografico e Cadastral; Lisbon,EPSG,2004-01-06,2003.37,1,0
-4275,NTF,1326,geographic 2D,6422,6275,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4276,NSWC 9Z-2,1262,geographic 2D,6422,6276,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4277,OSGB 1936,1264,geographic 2D,6422,6277,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4278,OSGB70,1264,geographic 2D,6422,6278,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4279,OS(SN)80,1354,geographic 2D,6422,6279,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4280,Padang,1355,geographic 2D,6422,6280,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4281,Palestine 1923,1356,geographic 2D,6422,6281,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4282,Pointe Noire,1072,geographic 2D,6422,6282,,,,,Geodetic survey.,,,EPSG,2004-01-06,2002.05 2003.37,1,0
-4283,GDA94,2575,geographic 2D,6422,6283,4939,15509,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4284,Pulkovo 1942,1357,geographic 2D,6422,6284,,,,,Geodetic survey.,For Germany see Pulkovo 1942(83); for Poland see Pulkovo 1942(58).,,EPSG,2004-01-06,2003.37,1,0
-4285,Qatar 1974,1346,geographic 2D,6422,6285,,,,,Geodetic survey.,,Qatar Centre for Geographic Information.,EPSG,2004-01-06,2000.29 (2001.27) 2003.37,1,0
-4286,Qatar 1948,1346,geographic 2D,6422,6286,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4287,Qornoq,1107,geographic 2D,6402,6287,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,EPSG,1995-06-02,,1,1
-4288,Loma Quintana,1313,geographic 2D,6422,6288,,,,,Geodetic survey.,Replaced by La Canoa (code 4247).,,EPSG,2004-01-06,2003.37,1,0
-4289,Amersfoort,1275,geographic 2D,6422,6289,,,,,Geodetic survey.,,http://www.rdnap.nl/,EPSG,2005-09-29,2003.37 2005.37,1,0
-4291,SAD69,1358,geographic 2D,6402,6291,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.251. Error introduced if not using the truncated precision is 0 to 31mm.,,EPSG,1995-06-02,97.252,1,1
-4292,Sapper Hill 1943,3247,geographic 2D,6422,6292,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4293,Schwarzeck,1169,geographic 2D,6422,6293,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4294,Segora,1359,geographic 2D,6402,6294,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,EPSG,1995-06-02,,1,1
-4295,Serindung,1360,geographic 2D,6422,6295,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4296,Sudan,1361,geographic 2D,6402,6296,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,EPSG,1995-06-02,,1,1
-4297,Tananarive,3273,geographic 2D,6422,6297,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4298,Timbalai 1948,1362,geographic 2D,6422,6298,,,,,Geodetic survey.,Adopts metric conversion of 39.370147 inches per metre. Replaced by GDM2000 (CRS code 4742).,,EPSG,2004-01-06,2003.37,1,0
-4299,TM65,1305,geographic 2D,6422,6299,,,,,Basis for topographic mapping in Republic of Ireland between 1965 and 1975; for scientific purposes only in Northern Ireland.,Replaced by 1975 Mapping Adjustment alias TM75 (CRS code 4300). Not to be confused with the Geodetic Datum of 1965 (datum code 6300) which is used by TM75.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2006-01-16,2002.621 2003.37 2005.88,1,0
-4300,TM75,1305,geographic 2D,6422,6300,,,,,Basis for topographic mapping.,"Uses Geodetic Datum of 1965 which should not be confused with the 1965 adjustment (TM65, datum code 6299 and CRS code 4299). Replaces OSNI52 (CRS code 4188) and TM65 (CRS code 4299). Replaced by IRENET95 (CRS code 4173).","""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2004-01-06,2002.621 2003.37,1,0
-4301,Tokyo,1364,geographic 2D,6422,6301,,,,,Geodetic survey.,Replaced by JGD2000 (code 4612) from April 2002.,Geographic Survey Institute; Japan; Bulletin 40 (March 1994). Also http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2004-01-06,2002.08 2003.37,1,0
-4302,Trinidad 1903,1339,geographic 2D,6422,6302,,,,,Geodetic survey.,,,EPSG,2005-07-01,2003.37 2005.33,1,0
-4303,TC(1948),1363,geographic 2D,6422,6303,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4304,Voirol 1875,1365,geographic 2D,6422,6304,,,,,Geodetic survey.,The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).,IGN Paris,EPSG,2004-01-06,2003.361 2003.37,1,0
-4306,Bern 1938,1286,geographic 2D,6422,6306,,,,,Used for the geographic coordinates overprinted on topographic maps constructed on the CH1903 / LV03 projected CS (code 21781).,,,EPSG,2004-01-06,2003.37,1,0
-4307,Nord Sahara 1959,1365,geographic 2D,6422,6307,,,,,Geodetic survey.,Adjustment includes Morocco and Tunisia but use only in Algeria. Sometimes incorrectly referred to as Voirol Unifie 1960. Voirol Unifie 1960 is NOT a GeogCRS: it is two projected coordinate reference systems based on Nord Sahara 1959. See codes 30791-92.,"""Le System Geodesique Nord-Sahara""; IGN Paris",EPSG,2004-01-06,2000.47 2002.56 2003.37,1,0
-4308,RT38,3313,geographic 2D,6422,6308,,,,,Geodetic survey.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2004-01-06,97.09 2003.37,1,0
-4309,Yacare,1247,geographic 2D,6422,6309,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4310,Yoff,1207,geographic 2D,6422,6310,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4311,Zanderij,1222,geographic 2D,6422,6311,,,,,Geodetic survey.,Introduced in 1975.,Shell International,EPSG,2004-01-06,2003.37,1,0
-4312,MGI,1321,geographic 2D,6422,6312,,,,,Geodetic survey.,,Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2004-01-06,2003.37,1,0
-4313,Belge 1972,1347,geographic 2D,6422,6313,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4314,DHDN,2326,geographic 2D,6422,6314,,,,,Geodetic survey.,See also RD/83 for Saxony and PD/83 for Thuringen. For national digital cartographic purposes used across all German states.,EPSG,EPSG,2006-06-12,2003.37 2006.41 2007.061,1,0
-4315,Conakry 1905,3257,geographic 2D,6422,6315,,,,,Geodetic survey.,Replaced by Dabola 1981 (EPSG code 4155).,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4316,Dealul Piscului 1933,3295,geographic 2D,6422,6316,,,,,Geodetic survey.,Replaced by 1970 system (geogCRS code 4317).,,EPSG,2004-04-07,2003.37 2004.21,1,0
-4317,Dealul Piscului 1970,1197,geographic 2D,6422,6317,,,,,Geodetic survey.,Replaces 1933 system (geogCRS code 4316).,,EPSG,2004-04-07,2003.37 2004.21,1,0
-4318,NGN,3267,geographic 2D,6422,6318,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4319,KUDAMS,1310,geographic 2D,6422,6319,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4322,WGS 72,1262,geographic 2D,6422,6322,4985,15555,,,Horizontal component of 3D system.,Replaced by WGS 84.,,EPSG,2004-01-06,2003.37,1,0
-4324,WGS 72BE,1262,geographic 2D,6422,6324,4987,15557,,,Horizontal component of 3D system.,Broadcast ephemeris. Replaced by WGS 84.,,EPSG,2004-01-06,2003.37,1,0
-4326,WGS 84,1262,geographic 2D,6422,6326,4979,15549,,,Horizontal component of 3D system. Used by the GPS satellite navigation system and for NATO military geodetic surveying.,,EPSG. See 3D CRS for original information source.,EPSG,2006-08-25,2002.151 2003.37 2006.81,1,0
-4327,WGS 84 (geographic 3D),1262,geographic 3D,6401,6326,,,,,Used by the GPS satellite navigation system.,,NIMA TR8350.2 January 2000 revision. http://164.214.2.59/GandG/tr8350_2.html,EPSG,2002-06-22,2002.151,1,1
-4328,WGS 84 (geocentric),1262,geocentric,6500,6326,,,,,Used by the GPS satellite navigation system.,,NIMA TR8350.2 January 2000 revision. http://164.214.2.59/GandG/tr8350_2.html,EPSG,2002-06-22,2002.151,1,1
-4329,WGS 84 (3D),2830,geographic 3D,6401,6326,,,,,Used by the GPS satellite navigation system.,,,EPSG,2002-12-07,,1,1
-4330,ITRF88 (geocentric),1262,geocentric,6500,6647,,,,,Geodesy.,Superseded by ITRF89 (code 4331).,International Earth Rotation Service (IERS) Annual Report for 1988. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2002-11-29,,1,1
-4331,ITRF89 (geocentric),1262,geocentric,6500,6648,,,,,Geodesy.,Supersedes ITRF88 (code 4330). Superseded by ITRF91 (code 4332).,International Earth Rotation Service (IERS) Technical Note #6. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2002-11-29,,1,1
-4332,ITRF90 (geocentric),1262,geocentric,6500,6649,,,,,Geodesy.,Supersedes ITRF89 (code 4331). Superseded by ITRF91 (code 4333).,International Earth Rotation Service (IERS) Technical Note #9. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2002-11-29,,1,1
-4333,ITRF91 (geocentric),1262,geocentric,6500,6650,,,,,Geodesy.,Supersedes ITRF90 (code 4332). Superseded by ITRF92 (code 4334).,International Earth Rotation Service (IERS) Technical Note #12. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2002-11-29,,1,1
-4334,ITRF92 (geocentric),1262,geocentric,6500,6651,,,,,Geodesy.,Supersedes ITRF91 (code 4333). Superseded by ITRF93 (code 4335).,International Earth Rotation Service (IERS) Technical Note #15. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2002-11-29,,1,1
-4335,ITRF93 (geocentric),1262,geocentric,6500,6652,,,,,Geodesy.,Supersedes ITRF92 (code 4334). Superseded by ITRF94 (code 4336).,International Earth Rotation Service (IERS) Technical Note #18. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2002-11-29,,1,1
-4336,ITRF94 (geocentric),1262,geocentric,6500,6653,,,,,Geodesy.,Supersedes ITRF93 (code 4335). Superseded by ITRF96 (code 4337).,International Earth Rotation Service (IERS) Technical Note #20. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2002-11-29,,1,1
-4337,ITRF96 (geocentric),1262,geocentric,6500,6654,,,,,Geodesy.,Supersedes ITRF94 (code 4336). Superseded by ITRF97 (code 4338).,International Earth Rotation Service (IERS) Technical Note #24. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2002-11-29,,1,1
-4338,ITRF97 (geocentric),1262,geocentric,6500,6655,,,,,Geodesy.,Supersedes ITRF96 (code 4337). Superseded by ITRF2000 (code 4385).,International Earth Rotation Service (IERS) Technical Note #27. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2002-11-29,,1,1
-4339,Australian Antarctic (3D),1278,geographic 3D,6401,6176,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Standards Australia,EPSG,2002-12-07,,1,1
-4340,Australian Antarctic (geocentric),1278,geocentric,6500,6176,,,,,Geodetic survey.,,Standards Australia,EPSG,2002-12-07,,1,1
-4341,EST97 (3D),1090,geographic 3D,6401,6180,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2002-12-07,,1,1
-4342,EST97 (geocentric),1090,geocentric,6500,6180,,,,,Geodetic survey.,,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2002-12-07,,1,1
-4343,CHTRF95 (3D),1286,geographic 3D,6401,6151,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,EPSG,2002-12-07,,1,1
-4344,CHTRF95 (geocentric),1286,geocentric,6500,6151,,,,,Geodetic survey.,,,EPSG,2002-12-07,,1,1
-4345,ETRS89 (3D),1298,geographic 3D,6401,6258,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,Norwegian Geodetic Institute geodetic publication 1990:1,EPSG,2002-12-07,,1,1
-4346,ETRS89 (geocentric),1298,geocentric,6500,6258,,,,,Geodetic survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,Norwegian Geodetic Institute geodetic publication 1990:1,EPSG,2002-12-07,,1,1
-4347,GDA94 (3D),1036,geographic 3D,6423,6283,,,,,Geodetic survey.,"Horizontal coordinates referenced to this CRS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user.",Australian Surveying and Land Information Group Internet WWW page.,EPSG,2003-12-31,2003.37,1,1
-4348,GDA94 (geocentric),1036,geocentric,6500,6283,,,,,Geodetic survey.,,Australian Surveying and Land Information Group Internet WWW page.,EPSG,2002-12-07,,1,1
-4349,Hartebeesthoek94 (3D),1215,geographic 3D,6401,6148,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2002-12-07,,1,1
-4350,Hartebeesthoek94 (geocentric),1215,geocentric,6500,6148,,,,,Geodetic survey.,,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2002-12-07,,1,1
-4351,IRENET95 (3D),1305,geographic 3D,6401,6173,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Ordnance Survey of Ireland,EPSG,2002-12-07,,1,1
-4352,IRENET95 (geocentric),1305,geocentric,6500,6173,,,,,Geodetic survey.,,Ordnance Survey of Ireland,EPSG,2002-12-07,,1,1
-4353,JGD2000 (3D),1129,geographic 3D,6401,6612,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Japanese Survey Federation.,EPSG,2002-12-07,,1,1
-4354,JGD2000 (geocentric),1129,geocentric,6500,6612,,,,,Geodetic survey.,,Japanese Survey Federation.,EPSG,2002-12-07,,1,1
-4355,LKS94 (ETRS89) (3D),1145,geographic 3D,6401,6126,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,EPSG,2002-12-07,,1,1
-4356,LKS94 (ETRS89) (geocentric),1145,geocentric,6500,6126,,,,,Geodetic survey.,,,EPSG,2002-12-07,,1,1
-4357,Moznet (3D),1167,geographic 3D,6401,6130,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2002-12-07,,1,1
-4358,Moznet (geocentric),1167,geocentric,6500,6130,,,,,Geodetic survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2002-12-07,,1,1
-4359,NAD83(CSRS) (3D),2784,geographic 3D,6401,6140,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Service New Brunswick Land and Information Standards Manual,EPSG,2002-12-07,,1,1
-4360,NAD83(CSRS) (geocentric),2784,geocentric,6500,6140,,,,,Geodetic survey.,,Service New Brunswick Land and Information Standards Manual,EPSG,2002-12-07,,1,1
-4361,NAD83(HARN) (3D),1337,geographic 3D,6401,6152,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,National Geodetic Survey,EPSG,2002-12-07,,1,1
-4362,NAD83(HARN) (geocentric),1337,geocentric,6500,6152,,,,,Geodetic survey.,,National Geodetic Survey,EPSG,2002-12-07,,1,1
-4363,NZGD2000 (3D),1175,geographic 3D,6401,6167,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Land Information New Zealand.,EPSG,2002-12-07,,1,1
-4364,NZGD2000 (geocentric),1175,geocentric,6500,6167,,,,,Geodetic survey.,,Land Information New Zealand.,EPSG,2002-12-07,,1,1
-4365,POSGAR 98 (3D),1033,geographic 3D,6401,6190,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,Densification in Argentina of SIRGAS.,http://www.igm.gov.ar/posgar.html,EPSG,2002-12-07,,1,1
-4366,POSGAR 98 (geocentric),1033,geocentric,6500,6190,,,,,Geodetic survey.,A geodetic network of 127 high accuracy surved points that define the National Geodetic System (Sistema Geodésico Nacional). Densification of SIRGAS 1995.,http://www.igm.gov.ar/posgar.html,EPSG,2002-12-07,,1,1
-4367,REGVEN (3D),1251,geographic 3D,6401,6189,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,Densification in Venezuela of SIRGAS.,Servicio Autonomo de Geografia y Cartografia Nacional.,EPSG,2002-12-07,,1,1
-4368,REGVEN (geocentric),1251,geocentric,6500,6189,,,,,Geodetic survey.,Densification in Venezuela of SIRGAS.,Servicio Autonomo de Geografia y Cartografia Nacional.,EPSG,2002-12-07,,1,1
-4369,RGF93 (3D),1096,geographic 3D,6401,6171,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,TotalFinaElf,EPSG,2002-12-07,,1,1
-4370,RGF93 (geocentric),1096,geocentric,6500,6171,,,,,Geodetic survey.,,TotalFinaElf,EPSG,2002-12-07,,1,1
-4371,RGFG95 (3D),1097,geographic 3D,6401,6624,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,IGN Paris,EPSG,2002-12-07,,1,1
-4372,RGFG95 (geocentric),1097,geocentric,6500,6624,,,,,Geodetic survey.,,IGN Paris,EPSG,2002-12-07,,1,1
-4373,RGR92 (3D),1196,geographic 3D,6401,6627,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,IGN Paris,EPSG,2002-12-07,,1,1
-4374,RGR92 (geocentric),1196,geocentric,6500,6627,,,,,Geodetic survey.,,IGN Paris,EPSG,2002-12-07,,1,1
-4375,SIRGAS (3D),1341,geographic 3D,6401,6170,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,NIMA TR8350.2 revision of January 2000.,EPSG,2002-12-07,,1,1
-4376,SIRGAS (geocentric),1341,geocentric,6500,6170,,,,,Geodetic survey.,,NIMA TR8350.2 revision of January 2000.,EPSG,2002-12-07,,1,1
-4377,SWEREF99 (3D),1225,geographic 3D,6401,6619,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2002-12-07,,1,1
-4378,SWEREF99 (geocentric),1225,geocentric,6500,6619,,,,,Geodetic survey.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2002-12-07,,1,1
-4379,Yemen NGN96 (3D),1257,geographic 3D,6401,6163,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,IGN Paris,EPSG,2002-12-07,,1,1
-4380,Yemen NGN96 (geocentric),1257,geocentric,6500,6163,,,,,Geodetic survey.,,IGN Paris,EPSG,2002-12-07,,1,1
-4381,RGNC 1991 (3D),1174,geographic 3D,6401,6645,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,"Supersedes older local 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4635, 4650-53 and 4662).",Service Topographique de la Nouvelle Caledonie,EPSG,2003-08-14,2003.24,1,1
-4382,RGNC 1991 (geocentric),1174,geocentric,6500,6645,,,,,Geodetic survey.,"Supersedes older local geographic 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 463, 4635, 4650-53 and 4662).",Service Topographique de la Nouvelle Caledonie,EPSG,2003-08-14,2003.24,1,1
-4383,RRAF 1991 (3D),2824,geographic 3D,6401,6640,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,Supersedes older local 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.,IGN Paris,EPSG,2002-11-29,,1,1
-4384,RRAF 1991 (geocentric),2824,geocentric,6500,6640,,,,,Geodetic survey.,Supersedes older local geographic 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.,IGN Paris,EPSG,2002-11-29,,1,1
-4385,ITRF2000 (geocentric),2830,geocentric,6500,6656,,,,,Geodesy.,Supersedes ITRF97 (code 4336).,IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2002-11-29,,1,1
-4386,ISN93 (3D),1120,geographic 3D,6401,6659,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Landmaelingar Islands (National Survey of Iceland).,EPSG,2003-06-27,,1,1
-4387,ISN93 (geocentric),1120,geocentric,6500,6659,,,,,Geodetic survey.,,Landmaelingar Islands (National Survey of Iceland).,EPSG,2003-06-27,,1,1
-4388,LKS92 (3D),1139,geographic 3D,6401,6661,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu,EPSG,2003-06-27,,1,1
-4389,LKS92 (geocentric),1139,geocentric,6500,6661,,,,,Geodetic survey.,,,EPSG,2003-06-27,,1,1
-4600,Anguilla 1957,3214,geographic 2D,6422,6600,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4601,Antigua 1943,1273,geographic 2D,6422,6601,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4602,Dominica 1945,3239,geographic 2D,6422,6602,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4603,Grenada 1953,1551,geographic 2D,6422,6603,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4604,Montserrat 1958,3279,geographic 2D,6422,6604,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4605,St. Kitts 1955,3297,geographic 2D,6422,6605,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4606,St. Lucia 1955,3298,geographic 2D,6422,6606,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4607,St. Vincent 1945,3300,geographic 2D,6422,6607,,,,,Geodetic survey.,,,EPSG,2004-01-06,2003.37,1,0
-4608,NAD27(76),1367,geographic 2D,6422,6608,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,EPSG,2004-01-06,2003.37,1,0
-4609,NAD27(CGQ77),1368,geographic 2D,6422,6609,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,EPSG,2004-01-06,2003.37,1,0
-4610,Xian 1980,3228,geographic 2D,6422,6610,,,,,Geodetic survey.,Replaces Beijing 1954 (code 4214).,,EPSG,2004-01-06,2003.37,1,0
-4611,Hong Kong 1980,1118,geographic 2D,6422,6611,,,,,Geodetic survey.,Replaces Hong Kong 1963 and Hong Kong 1963(67).,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2006-02-06,2003.37 2005.26,1,0
-4612,JGD2000,1129,geographic 2D,6422,6612,4947,15517,,,Horizontal component of 3D system.,Replaces Tokyo (code 4301) from April 2002.,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4613,Segara,1360,geographic 2D,6422,6613,,,,,Geodetic survey.,,EPSG,EPSG,2004-01-06,2003.37,1,0
-4614,QND95,1346,geographic 2D,6422,6614,,,,,Geodetic survey.,,Qatar Centre for Geographic Information.,EPSG,2004-01-06,2003.37,1,0
-4615,Porto Santo,1314,geographic 2D,6422,6615,,,,,Geodetic survey.,Replaced by 1995 system (CRS code 4663).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,EPSG,2004-01-06,2003.231 2003.232 2003.37,1,0
-4616,Selvagem Grande,2779,geographic 2D,6422,6616,,,,,Geodetic survey.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,EPSG,2004-01-06,2003.232 2003.37,1,0
-4617,NAD83(CSRS),1061,geographic 2D,6422,6140,4955,15525,,,Horizontal component of 3D system.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,EPSG. See 3D CRS for original information source.,EPSG,2007-05-29,2003.37 2006.392 2007.026,1,0
-4618,SAD69,1358,geographic 2D,6422,6618,,,,,Geodetic survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2004-01-06,2003.37,1,0
-4619,SWEREF99,1225,geographic 2D,6422,6619,4977,15547,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4620,Point 58,2790,geographic 2D,6422,6620,,,,,Geodetic survey.,The 12th parallel traverse of 1966-70 is connected to the Adindan network in western Sudan (geogCRS code 4201).,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4621,Fort Marigot,2828,geographic 2D,6422,6621,,,,,Geodetic survey.,Replaced by RRAF 1991 (CRS code 4640).,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4622,Guadeloupe 1948,2829,geographic 2D,6422,6622,,,,,Geodetic survey.,Replaced by RRAF 1991 (CRS code 4640).,IGN Paris,EPSG,2004-10-14,2003.37 2004.561,1,0
-4623,CSG67,3105,geographic 2D,6422,6623,,,,,Geodetic survey.,,IGN Paris,EPSG,2005-04-24,2003.37 2004.562,1,0
-4624,RGFG95,1097,geographic 2D,6422,6624,4967,15537,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4625,Martinique 1938,3276,geographic 2D,6422,6625,,,,,Geodetic survey.,Replaced by RRAF 1991 (CRS code 4640).,IGN Paris,EPSG,2004-10-14,2003.37 2004.561,1,0
-4626,Reunion 1947,3337,geographic 2D,6422,6626,,,,,Geodetic survey.,Replaced by RGR92 (code 4627).,IGN Paris,EPSG,2004-10-14,2003.37 2004.561,1,0
-4627,RGR92,1196,geographic 2D,6422,6627,4971,15541,,,Horizontal component of 3D system.,Replaces Piton des Neiges (code 4626).,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4628,Tahiti 52,2811,geographic 2D,6422,6628,,,,,Geodetic survey.,Replaced by Tahiti 79 (CRS code 4690) in Tahiti and Moorea 87 (CRS code 4691) in Moorea.,IGN Paris,EPSG,2005-08-12,2003.37 2005.38,1,0
-4629,Tahaa 54,2812,geographic 2D,6422,6629,,,,,Geodetic survey.,"Replaced by RGPF, CRS code 4687.",IGN Paris,EPSG,2005-08-12,2003.37 2005.38,1,0
-4630,IGN72 Nuku Hiva,3129,geographic 2D,6422,6630,,,,,Geodetic survey.,"Replaced by RGPF, CRS code 4687.",IGN Paris,EPSG,2005-08-12,2003.37 2005.38,1,0
-4631,K0 1949,2816,geographic 2D,6422,6631,,,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-06,2003.37,1,1
-4632,Combani 1950,3340,geographic 2D,6422,6632,,,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4633,IGN56 Lifou,2814,geographic 2D,6422,6633,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2003.37 2006.62,1,0
-4634,IGN72 Grand Terre,2822,geographic 2D,6402,6634,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,Superseded by RGNC 1991 (CRS code 4645).,Service Topographique de la Nouvelle Caledonie,EPSG,2002-11-29,,1,1
-4635,ST87 Ouvea,2813,geographic 2D,6422,6635,,,,,Geodetic survey.,Superseded by RGNC 1991 (CRS code 4645).,Service Topographique de la Nouvelle Caledonie,EPSG,2004-01-06,2003.37,1,1
-4636,Petrels 1972,2817,geographic 2D,6422,6636,,,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4637,Perroud 1950,2818,geographic 2D,6422,6637,,,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4638,Saint Pierre et Miquelon 1950,1220,geographic 2D,6422,6638,,,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4639,MOP78,2815,geographic 2D,6422,6639,,,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4640,RRAF 1991,2824,geographic 2D,6422,6640,4973,15543,,,Horizontal component of 3D system.,Replaces older local systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4641,IGN53 Mare,2819,geographic 2D,6422,6641,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2003.37 2006.62,1,0
-4642,ST84 Ile des Pins,2820,geographic 2D,6422,6642,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2003.37 2006.62,1,0
-4643,ST71 Belep,2821,geographic 2D,6422,6643,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,IGN Paris,EPSG,2006-07-21,2003.37 2006.62,1,0
-4644,NEA74 Noumea,2823,geographic 2D,6422,6644,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2003.37 2006.62,1,0
-4645,RGNC 1991,1174,geographic 2D,6422,6645,4969,15539,,,Horizontal component of 3D system.,"Supersedes older local systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4635, 4641-44 and 4662).",EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.24 2003.37,1,1
-4646,Grand Comoros,2807,geographic 2D,6422,6646,,,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-06,2003.37,1,0
-4657,Reykjavik 1900,3262,geographic 2D,6422,6657,,,,,Geodetic survey.,See ellipsoid remarks.,Landmaelingar Islands (National Survey of Iceland).,EPSG,2004-01-06,2003.37,1,0
-4658,Hjorsey 1955,3262,geographic 2D,6422,6658,,,,,Geodetic survey.,,Landmaelingar Islands (National Survey of Iceland).,EPSG,2004-01-06,2003.37,1,0
-4659,ISN93,1120,geographic 2D,6422,6659,4945,15515,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4660,Helle 1954,2869,geographic 2D,6422,6660,,,,,Geodetic survey.,,Statens kartverk,EPSG,2004-01-06,2003.37,1,0
-4661,LKS92,1139,geographic 2D,6422,6661,4949,15519,,,Horizontal component of 3D system.,This name is also used for a projected CRS (see projCRS code 3059).,EPSG. See 3D CRS for original information source.,EPSG,2004-01-06,2003.37,1,0
-4662,IGN72 Grande Terre,2822,geographic 2D,6422,6634,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2003.37 2006.62,1,0
-4663,Porto Santo 1995,1314,geographic 2D,6422,6663,,,,,Geodetic survey.,Replaces 1936 system (CRS code 4615).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,EPSG,2004-01-06,2003.37,1,0
-4664,Azores Oriental 1995,1345,geographic 2D,6422,6664,,,,,Geodetic survey.,Replaces 1948 system (CRS code 4184).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,EPSG,2004-01-06,2003.37,1,0
-4665,Azores Central 1995,1301,geographic 2D,6422,6665,,,,,Geodetic survey.,Replaces 1948 system (CRS code 4183).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,EPSG,2004-01-06,2003.37,1,0
-4666,Lisbon 1890,1294,geographic 2D,6422,6666,,,,,Geodetic survey.,Replaced by Lisbon 1937 system which uses International 1924 ellipsoid (code 4207).,Instituto Geografico e Cadastral; Lisbon,EPSG,2004-01-06,2003.37,1,0
-4667,IKBD-92,2876,geographic 2D,6422,6667,,,,,Geodetic survey.,,"United Nations Iraq-Kuwait Boundary Demarcation Commission, Final Report, May 1993.",EPSG,2004-01-06,2003.37,1,0
-4668,ED79,1297,geographic 2D,6422,6668,,,,,Geodetic survey.,,,EPSG,2005-05-27,2003.37 2005.18,1,0
-4669,LKS94,1145,geographic 2D,6422,6126,4951,15521,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,EPSG,2006-04-05,2003.37 2006.31,1,0
-4670,IGM95,1127,geographic 2D,6422,6670,4983,15553,,,Horizontal component of 3D system.,,ENI,EPSG,2004-01-07,,1,0
-4671,Voirol 1879,1365,geographic 2D,6422,6671,,,,,Geodetic survey.,The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).,IGN Paris,EPSG,2004-01-06,,1,0
-4672,CI1971,2889,geographic 2D,6422,6672,,,,,Geodetic survey.,Replaced by CI1979.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",EPSG,2004-02-17,,1,0
-4673,CI1979,2889,geographic 2D,6422,6673,,,,,Geodetic survey.,Replaces CI1971. Replaced by NZGD2000 from March 2000.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",EPSG,2004-02-17,,1,0
-4674,SIRGAS 2000,3418,geographic 2D,6422,6674,4989,15559,,,Horizontal component of 3D system.,Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America.,EPSG. See 3D CRS for original information source.,EPSG,2006-07-29,2006.465,1,0
-4675,Guam 1963,3255,geographic 2D,6422,6675,,,,,"Topographic mapping, engineering survey, cadastral survey.",,National Geodetic Survey,EPSG,2004-04-22,,1,0
-4676,Vientiane 1982,1138,geographic 2D,6422,6676,,,,,Medium and small scale topographic mapping.,Replaced by Lao 1993 and then by Lao 1997. Vientiane 1982 coordinate values are within 3m of Lao 1997 values.,National Geographic Department,EPSG,2004-04-27,,1,0
-4677,Lao 1993,1138,geographic 2D,6422,6677,4991,15561,,,Horizontal component of 3D system.,Replaces Vientiane 1982. Replaced by Lao 1997. Lao 1993 coordinate values are within 1m of Lao 1997 values.,National Geographic Department,EPSG,2004-04-27,,1,0
-4678,Lao 1997,1138,geographic 2D,6422,6678,4993,15563,,,Horizontal component of 3D system.,Replaces Lao 1993 which in turn replaced Vientiane 1982. Lao 1993 coordinate values are within 1m of Lao 1997 values. Vientiane 1982 coordinate values are within 3m of Lao 1997 values.,National Geographic Department,EPSG,2004-04-27,,1,0
-4679,Jouik 1961,2967,geographic 2D,6422,6679,,,,,Hydrographic charting.,Replaced by Mauritania 1999 (CRS code 4702).,Woodside,EPSG,2006-06-12,2006.44,1,0
-4680,Nouakchott 1965,2968,geographic 2D,6422,6680,,,,,Hydrographic charting.,Replaced by Mauritania 1999 (CRS code 4702).,Woodside,EPSG,2006-06-12,2006.44,1,0
-4681,Mauritania 1999,1157,geographic 2D,6422,6681,,,,,"Minerals management, topographic mapping.","Mining title descriptions referring to ""Clarke 1880 ellipsoid"" should be assumed to be referenced to this CRS. Supersedes all earlier local systems.",Woodside,EPSG,2004-10-14,,1,1
-4682,Gulshan 303,1041,geographic 2D,6422,6682,,,,,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Survey of Bangladesh via IGN Paris and Tullow Oil.,EPSG,2006-06-22,2006.47,1,0
-4683,PRS92,1190,geographic 2D,6422,6683,4995,15565,,,Horizontal component of 3D system.,Replaces Luzon 19111 (CRS code 4253).,EPSG. See 3D CRS for original information source.,EPSG,2004-12-24,,1,0
-4684,Gan 1970,3274,geographic 2D,6422,6684,,,,,Geodetic survey.,"In some references incorrectly named ""Gandajika 1970"". See CRS ""Gandajika"", code 4685, from the Democratic Republic of the Congo (Zaire).",Various industry sources,EPSG,2005-04-14,,1,0
-4685,Gandajika,1259,geographic 2D,6422,6685,,,,,Geodetic survey.,"In some references incorrectly attributed to the Maldives. See CRS ""Gan 1970"", code 4684.",Various industry sources,EPSG,2005-04-14,,1,1
-4686,MAGNA-SIRGAS,3229,geographic 2D,6422,6686,4997,15567,,,Horizontal component of 3D system.,Replaces Bogota 1975 (CRS code .4218).,EPSG. See 3D CRS for original information source.,EPSG,2005-04-14,,1,0
-4687,RGPF,1098,geographic 2D,6422,6687,4999,15569,,,Horizontal component of 3D system.,"Replaces Tahaa 54 (CRS code 4629), IGN 63 Hiva Oa (4689), IGN 72 Nuku Hiva (4630), Maupiti 83 (4692), MHEFO 55 (4688), Moorea 87 (4691) and Tahiti 79 (4690).",EPSG. See 3D CRS for original information source.,EPSG,2005-08-12,,1,0
-4688,Fatu Iva 72,3133,geographic 2D,6422,6688,,,,,Hydrographic and topographic survey.,"Recomputed by IGN in 1972 using origin and observations of 1953-1955 Mission Hydrographique des Etablissement Francais d'Oceanie (MHEFO 55). Replaced by RGPF, CRS code 4687.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-4689,IGN63 Hiva Oa,3130,geographic 2D,6422,6689,,,,,Hydrographic and topographic survey.,"Replaced by RGPF, CRS code 4687.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-4690,Tahiti 79,3124,geographic 2D,6422,6690,,,,,Hydrographic and topographic survey.,Replaces Tahiti 52 (CRS code 4628) in Tahiti. Replaced by RGPF (CRS code 4687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-4691,Moorea 87,3125,geographic 2D,6422,6691,,,,,Hydrographic and topographic survey.,Replaces Tahiti 52 (CRS code 4628) in Moorea. Replaced by RGPF (CRS code 4687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-4692,Maupiti 83,3126,geographic 2D,6422,6692,,,,,Hydrographic and topographic survey.,"Replaced by RGPF, CRS code 4687.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-4693,Nakhl-e Ghanem,2362,geographic 2D,6422,6693,,,,,Engineering survey for onshore facilities for South Pars phase 11 and Pars LNG.,,Total,EPSG,2005-08-17,,1,0
-4694,POSGAR 94,1033,geographic 2D,6422,6694,4929,15571,,,Horizontal component of 3D system.,Legally adopted in May 1997. Replaced by POSGAR 98 for many practical purposes.,EPSG. See 3D CRS for original information source.,OGP,2005-09-12,,1,0
-4695,Katanga 1955,3147,geographic 2D,6422,6695,,,,,Geodetic survey.,,"Clifford J. Mugnier, in Photogrammetric Engineering and Remote Sensing, June 2005.",OGP,2005-09-30,,1,0
-4696,Kasai 1953,3148,geographic 2D,6422,6696,,,,,Geodetic survey.,,Institute Geographique du Congo.,OGP,2005-09-30,,1,0
-4697,IGC 1962 6th Parallel South,3149,geographic 2D,6422,6697,,,,,Geodetic survey.,,Institute Geographique du Congo.,OGP,2005-09-30,,1,0
-4698,IGN 1962 Kerguelen,2816,geographic 2D,6422,6698,,,,,Geodetic survey.,,IGN Paris,OGP,2005-11-23,,1,0
-4699,Le Pouce 1934,3209,geographic 2D,6422,6699,,,,,Geodetic survey.,"Densified with a GPS-derived coordinate set for 80 stations in 1994. This 1994 coordinate set is sometimes referred to as ""Mauritius 1994"".","Cartography Section, Ministry of Housing and Land.",OGP,2006-01-16,,1,0
-4700,IGN Astro 1960,1157,geographic 2D,6422,6700,,,,,"Minerals management, topographic mapping.","Mining title descriptions referring only to ""Clarke 1880 ellipsoid"" should be assumed to be referenced to this CRS. Oil industry considers Mining Cadastre 1999 to be exactly defined through tfm codes 15857-9. Replaced by Mauritania 1999 (code 4702).",OGP,OGP,2006-06-12,2006.44,1,0
-4701,IGCB 1955,3171,geographic 2D,6422,6701,,,,,Geodetic survey.,"Replaced by IGC 1962 Arc of the 6th Parallel South, except for oil industry activities.",Institut Geographique du Bas Congo.,OGP,2005-11-28,,1,0
-4702,Mauritania 1999,1157,geographic 2D,6422,6702,4925,15575,,,Horizontal component of 3D system.,Replaces all earlier CRSs.,OGP. See 3D CRS for original information source.,OGP,2006-06-12,2006.44,1,0
-4703,Mhast 1951,1318,geographic 2D,6422,6703,,,,,Coastal hydrography. Not used by oil industry.,A variation of this system has been adopted by the oil industry but using the International 1924 ellipsoid - see Mhast (onshore) and Mhast (offshore) (codes 4704 and 4705).,Various industry sources.,OGP,2006-01-03,,1,0
-4704,Mhast (onshore),3179,geographic 2D,6422,6704,,,,,Oil industry exploration and production onshore. Also offshore before 1979.,"Adopted by CABGOC with intention of being Mhast 1951 (CRS code 4703) but because it uses a different ellipsoid it is a different system. From 1979, offshore use replaced by Mhast (offshore) (CRS code 4705) from which this CRS differes by approx. 10m.",ChevronTexaco.,OGP,2006-01-06,,1,0
-4705,Mhast (offshore),3180,geographic 2D,6422,6705,,,,,Oil industry exploration and production between 1979 and 1987.,Used by CABGOC. Differs from Mhast (onshore) by approximately 10m. Replaced by Malongo 1987 (CRS code 4259) in 1987.,ChevronTexaco.,OGP,2006-01-06,,1,0
-4706,Egypt Gulf of Suez S-650 TL,2341,geographic 2D,6422,6706,,,,,Oil industry exploration and production in Gulf of Suez after 1980.,Differs from Egypt 1907 (CRS code 4229) by approximately 20m.,Various industry sources.,OGP,2006-01-31,,1,0
-4707,Tern Island 1961,3181,geographic 2D,6422,6707,,,,,Military and topographic mapping.,,"DMA / NIMA / NGA TR8350.2 (original 1987 first edition and 3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,1,0
-4708,Cocos Islands 1965,1069,geographic 2D,6422,6708,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4709,Iwo Jima 1945,3200,geographic 2D,6422,6709,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4710,St. Helena 1971,3183,geographic 2D,6422,6710,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4711,Marcus Island 1952,3203,geographic 2D,6422,6711,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4712,Ascension Island 1958,3182,geographic 2D,6422,6712,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4713,Ayabelle Lighthouse,1081,geographic 2D,6422,6713,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4714,Bellevue,3193,geographic 2D,6422,6714,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-07-29,2006.51,1,0
-4715,Camp Area Astro,3205,geographic 2D,6422,6715,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4716,Phoenix Islands 1966,3196,geographic 2D,6422,6716,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4717,Cape Canaveral,3206,geographic 2D,6422,6717,,,,,US space and military operations.,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4718,Solomon 1968,1213,geographic 2D,6422,6718,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4719,Easter Island 1967,3188,geographic 2D,6422,6719,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4720,Fiji 1986,1094,geographic 2D,6422,6720,,,,,Geodetic survey.,"Replaces Viti Levu 1912 (CRS code 4752), Vanua Levu 1915 (CRS code 4748) and Fiji 1956 (CRS code 4721).","Department of Lands and Survey, Fiji.",OGP,2006-07-14,2006.50,1,0
-4721,Fiji 1956,3398,geographic 2D,6422,6721,,,,,Military survey and topographic mapping.,For topographic mapping replaces Viti Levu 1912 (CRS code 4752) and Vanua Levu 1915 (CRS code 4748). Replaced by Fiji 1986 (CRS code 4720).,"SOPAC, www.sopac.org, and Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2006-07-14,2006.50,1,0
-4722,South Georgia 1968,3187,geographic 2D,6422,6722,,,,,Military and topograhic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4723,Grand Cayman 1959,3185,geographic 2D,6422,6723,,,,,"Topographic mapping, engineering and cadastral survey.",,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2006-01-26,,1,0
-4724,Diego Garcia 1969,3189,geographic 2D,6422,6724,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4725,Johnston Island 1961,3201,geographic 2D,6422,6725,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4726,Little Cayman 1961,3186,geographic 2D,6422,6726,,,,,"Topographic mapping, engineering and cadastral survey.",,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2006-01-26,,1,0
-4727,Midway 1961,3202,geographic 2D,6422,6727,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4728,Pico de la Nieves,3199,geographic 2D,6422,6728,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4729,Pitcairn 1967,3208,geographic 2D,6422,6729,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4730,Santo 1965,3194,geographic 2D,6422,6730,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-07-29,2006.51,1,0
-4731,Viti Levu 1916,3195,geographic 2D,6422,6731,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,1
-4732,Marshall Islands 1960,3191,geographic 2D,6422,6732,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4733,Wake Island 1952,3190,geographic 2D,6422,6733,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4734,Tristan 1968,3184,geographic 2D,6422,6734,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4735,Kusaie 1951,3192,geographic 2D,6422,6735,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4736,Deception Island,3204,geographic 2D,6422,6736,,,,,Military and scientific mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006-01-26,,1,0
-4737,Korea 2000,1135,geographic 2D,6422,6737,4927,15573,,,Horizontal component of 3D system.,,OGP. See 3D CRS for original information source.,OGP,2005-11-28,,1,0
-4738,Hong Kong 1963,1118,geographic 2D,6422,6738,,,,,Topographic mapping,"Replaced by Hong Kong 1963(67) (CRS code 4839) for military purposes only. For all purposes, replaced by Hong Kong 1980 (CRS code 4611).","Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/",OGP,2006-02-03,,1,0
-4739,Hong Kong 1963(67),1118,geographic 2D,6422,6739,,,,,Military mapping and charting.,"For military purposes only, replaces Hong Kong 1963. Replaced by Hong Kong 1980 (CRS code 4611).",UK Hydrographic Office.,OGP,2006-02-03,,1,0
-4740,PZ-90,1262,geographic 2D,6422,6740,4923,15577,,,Horizontal component of 3D system.,Used by the Glonass satellite navigation system.,OGP. See 3D CRS for original information source.,OGP,2006-02-03,,1,0
-4741,FD54,3248,geographic 2D,6422,6741,,,,,"Geodetic, engineering and cadastral survey, topographic mapping.","Except for cadastral survey, replaced by ED50 in the late 1970's. For cadastral survey, replaced by fk89 (CRS code 4753).","Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-03-16,2005.472,1,0
-4742,GDM2000,1151,geographic 2D,6422,6742,4921,15579,,,Horizontal component of 3D system.,Replaces all earlier Malaysian geographic CRSs.,OGP. See 3D CRS for original information source.,OGP,2006-03-16,,1,0
-4743,Karbala 1979 (Polservice),1124,geographic 2D,6422,6743,,,,,"Geodetic and engineering survey, topographic mapping.","Geodetic network established by Polservice consortium. At time of record population, information regarding usage within oil sector is not available.",Various industry sources.,OGP,2006-06-02,,1,0
-4744,Nahrwan 1934,3390,geographic 2D,6422,6744,,,,,Oil exploration and production.,"In Iran, replaced by FD58. In Iraq, replaced by Nahrwan 1967.",Various industry sources.,OGP,2006-06-02,,1,0
-4745,RD/83,2545,geographic 2D,6422,6745,,,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications RD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006-12-29,2006.894,1,0
-4746,PD/83,2544,geographic 2D,6422,6746,,,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications PD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006-12-29,2006.894,1,0
-4747,GR96,1107,geographic 2D,6422,6747,4909,15581,,,Horizontal component of 3D system.,Replaces all earlier Greenland geographic CRSs.,OGP. See 3D CRS for original information source.,OGP,2006-06-12,,1,0
-4748,Vanua Levu 1915,3401,geographic 2D,6422,6748,,,,,Geodetic survey.,"For topographic mapping, replaced by Fiji 1956 (CRS code 4721). For other purposes, replaced by Fiji 1986 (CRS code 4720).","Department of Lands and Survey, Fiji.",OGP,2006-07-14,,1,0
-4749,RGNC91-93,1174,geographic 2D,6422,6749,4907,15539,,,Horizontal component of 3D system.,"Replaces older local systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4641-44, 4662 and 4750).",OGP. See 3D CRS for original information source.,OGP,2006-07-21,,1,0
-4750,ST87 Ouvea,2813,geographic 2D,6422,6750,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,,1,0
-4751,Kertau (RSO),1309,geographic 2D,6422,6751,,,,,Metrication of penisula Malaya RSO grid.,Used only for metrication of RSO grid. See Kertau 1968 (CRS code 4245) for other purposes. Replaced by GDM2000 (CRS code 4742).,Defence Geographic Centre.,OGP,2006-07-24,2003.37,1,0
-4752,Viti Levu 1912,3195,geographic 2D,6422,6752,,,,,Geodetic survey.,"For topographic mapping, replaced by Fiji 1956 (CRS code 4721). For other purposes, replaced by Fiji 1986 (CRS code 4720).","Department of Lands and Survey, Fiji.",OGP,2006-07-30,,1,0
-4753,fk89,3248,geographic 2D,6422,6753,,,,,Cadastre.,Replaces FD54 (CRS code 4741). Coordinate differences are less than 0.05 seconds (2m). The name of this system is also used for the dependent projected CRS - see CRS code 3173.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-08-04,,1,0
-4754,LGD2006,1143,geographic 2D,6422,6754,4900,15583,,,Horizontal component of 3D system.,Replaces ELD79.,OGP. See 3D CRS for original information source.,OGP,2006-08-25,,1,0
-4755,DGN95,1122,geographic 2D,6422,6755,4898,15585,,,Horizontal component of 3D system.,Replaces ID74.,OGP. See 3D CRS for original information source.,OGP,2006-08-25,,1,0
-4756,VN-2000,1252,geographic 2D,6422,6756,,,,,Geodetic survey.,Replaces Hanoi 1972 (CRS code 4147).,General Director of Land Administration.,OGP,2006-09-13,,1,0
-4757,SVY21,1210,geographic 2D,6422,6757,,,,,Cadastre.,,"Singapore Land Authority, http:/www.sla.gov.sg",OGP,2006-10-13,,1,0
-4758,JAD2001,1128,geographic 2D,6422,6758,4895,15587,,,Horizontal component of 3D system.,Replaces JAD69 (CRS code 4242).,OGP. See 3D CRS for original information source.,OGP,2007-01-19,,1,0
-4759,NAD83(NSRS2007),1511,geographic 2D,6422,6759,4893,15589,,,Horizontal component of 3D system.,"Note: this coordinate system includes longitudes which are POSITIVE EAST. In Continental US, replaces NAD83(HARN). In Alaska, for accuracies of better than 1m replaces NAD83.",OGP. See 3D CRS for original information source.,OGP,2007-05-29,,1,0
-4760,WGS 66,1262,geographic 2D,6422,6760,4891,15591,,,Horizontal component of 3D system.,Replaced by WGS 72.,OGP. See 3D CRS for original information source.,OGP,2007-03-25,,1,0
-4801,Bern 1898 (Bern),1286,geographic 2D,6422,6801,,,,,Geodetic survey.,,,EPSG,2004-01-06,2000.07 2003.37,1,0
-4802,Bogota 1975 (Bogota),3229,geographic 2D,6422,6802,,,,,Geodetic survey.,"Replaces earlier 3 adjustments of 1951, 1944 and 1941.","IGAC special publication no. 1, ""Geodesia"" 4th edition, 1975.",EPSG,2004-01-06,2000.07 2000.20 2003.37,1,0
-4803,Lisbon (Lisbon),1294,geographic 2D,6422,6803,,,,,Geodetic survey.,Replaces Lisbon 1890 (Lisbon) system which used Bessel 1841 ellipsoid (code 4904). Replaced by Datum 73 (code 4274).,Instituto Geografico e Cadastral; Lisbon,EPSG,2004-01-06,97.12 2000.07 2001.551 2003.37,1,0
-4804,Makassar (Jakarta),1316,geographic 2D,6422,6804,,,,,Geodetic survey.,,,EPSG,2004-01-06,2000.07 2003.37,1,0
-4805,MGI (Ferro),1321,geographic 2D,6422,6805,,,,,Geodetic survey.,,Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2004-01-06,2000.07 2003.37,1,0
-4806,Monte Mario (Rome),3343,geographic 2D,6422,6806,,,,,"Geodetic survey, onshore minerals licencing.",,,EPSG,2004-01-15,2000.07 2003.37 2004.07,1,0
-4807,NTF (Paris),1326,geographic 2D,6403,6807,,,,,Geodetic survey.,,,EPSG,2004-01-06,2000.07,1,0
-4808,Padang (Jakarta),1355,geographic 2D,6422,6808,,,,,Geodetic survey.,,,EPSG,2004-01-06,2000.07 2003.37,1,0
-4809,Belge 1950 (Brussels),1347,geographic 2D,6422,6809,,,,,Geodetic survey.,,,EPSG,2004-01-06,2000.07 2003.37,1,0
-4810,Tananarive (Paris),3273,geographic 2D,6403,6810,,,,,Geodetic survey.,,,EPSG,2004-01-06,2000.07,1,0
-4811,Voirol 1875 (Paris),1365,geographic 2D,6403,6811,,,,,Geodetic survey.,The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).,IGN Paris,EPSG,2004-01-06,2000.07 2003.361 2003.37,1,0
-4813,Batavia (Jakarta),1285,geographic 2D,6422,6813,,,,,Geodetic survey.,,,EPSG,2004-01-06,2000.07 2003.37,1,0
-4814,RT38 (Stockholm),3313,geographic 2D,6422,6814,,,,,Geodetic survey.,,,EPSG,2004-01-06,2000.07 2003.37,1,0
-4815,Greek (Athens),1106,geographic 2D,6422,6815,,,,,Geodetic survey.,,Topography Department; National Technical University of Greece.,EPSG,2004-01-06,2000.07 2003.37,1,0
-4816,Carthage (Paris),1618,geographic 2D,6403,6816,,,,,Geodetic survey.,Replaced by Greenwich-based Carthage geogCRS.,,EPSG,2004-01-06,2000.07,1,0
-4817,NGO 1948 (Oslo),1352,geographic 2D,6422,6817,,,,,Geodetic survey.,,,EPSG,2004-01-06,2000.07 2003.37,1,0
-4818,S-JTSK (Ferro),1306,geographic 2D,6422,6818,,,,,Geodetic survey.,"S-JTSK(Ferro) is the Uniform Trigonometric Cadastral Network. It is a modification of the Austrian MGI (Ferro) geogCS, code 4805.",Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,EPSG,2004-01-06,2003.37,1,0
-4819,Nord Sahara 1959 (Paris),1366,geographic 2D,6403,6819,,,,,Geodetic survey.,,"""Le System Geodesique Nord-Sahara""; IGN Paris",EPSG,2000-10-19,2000.74,1,1
-4820,Segara (Jakarta),1360,geographic 2D,6422,6820,,,,,Geodetic survey.,,,EPSG,2006-01-16,2003.37 2005.88,1,0
-4821,Voirol 1879 (Paris),1365,geographic 2D,6403,6821,,,,,Geodetic survey.,The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).,IGN Paris,EPSG,2004-01-07,,1,0
-4890,WGS 66,1262,geocentric,6500,6760,,,,,Geodesy.,Replaced by WGS 72.,US DMA / NIMA / NGA,OGP,2007-03-25,,1,0
-4891,WGS 66,1262,geographic 3D,6423,6760,4890,15590,,,Geodesy.,Replaced by WGS 72.,US DMA / NIMA / NGA,OGP,2007-03-25,,1,0
-4892,NAD83(NSRS2007),1511,geocentric,6500,6759,,,,,Geodetic survey.,"In continental US, replaces NAD83(HARN).","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-4893,NAD83(NSRS2007),1511,geographic 3D,6423,6759,4892,15588,,,Geodetic survey.,"In continental US, replaces NAD83(HARN).","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-05-29,,1,0
-4894,JAD2001,1128,geocentric,6500,6758,,,,,Geodetic survey.,,National Land Agency.,OGP,2007-01-19,,1,0
-4895,JAD2001,1128,geographic 3D,6423,6758,4894,15586,,,Geodetic survey.,,National Land Agency.,OGP,2007-01-19,,1,0
-4896,ITRF2005,2830,geocentric,6500,6896,,,,,Geodesy.,Replaces ITRF2000 (code 4919).,IGN Paris http://itrf.ensg.ign.fr/itrs_itrf.php,OGP,2007-01-20,,1,0
-4897,DGN95,1122,geocentric,6500,6755,,,,,Geodetic survey.,,Bakosurtanal.,OGP,2006-08-25,,1,0
-4898,DGN95,1122,geographic 3D,6423,6755,4897,15584,,,Geodetic survey.,,Bakosurtanal.,OGP,2006-08-25,,1,0
-4899,LGD2006,1143,geocentric,6500,6754,,,,,Geodetic survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-4900,LGD2006,1143,geographic 3D,6423,6754,4899,15582,,,Geodetic survey.,,Survey Department of Libya.,OGP,2006-08-25,,1,0
-4901,ATF (Paris),1326,geographic 2D,6403,6901,,,,,Geodetic survey.,,,EPSG,2004-01-06,2000.07,1,0
-4902,NDG (Paris),1369,geographic 2D,6403,6902,,,,,Geodetic survey.,,,EPSG,2004-01-06,2000.07,1,0
-4903,Madrid 1870 (Madrid),2366,geographic 2D,6422,6903,,,,,Geodetic survey.,,Institut de Geomatica; Barcelona.,EPSG,2004-01-06,2000.07 2003.37,1,0
-4904,Lisbon 1890 (Lisbon),1294,geographic 2D,6422,6904,,,,,Geodetic survey.,Replaced by Lisbon 1937 system which uses International 1924 ellipsoid (code 4803).,Instituto Geografico e Cadastral; Lisbon,EPSG,2004-01-06,2003.37,1,0
-4906,RGNC91-93,1174,geocentric,6500,6749,,,,,Geodetic survey.,"Replaces older local geographic 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4641-44, 4662 and 4750).","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,,1,0
-4907,RGNC91-93,1174,geographic 3D,6423,6749,4906,15538,,,Geodetic survey.,"Replaces older local 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4641-44, 4662 and 4750).","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,,1,0
-4908,GR96,1107,geocentric,6500,6747,,,,,Geodetic survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-06-12,,1,0
-4909,GR96,1107,geographic 3D,6423,6747,4908,15580,,,Geodetic survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-06-12,,1,0
-4910,ITRF88,1262,geocentric,6500,6647,,,,,Geodesy.,Replaced by ITRF89 (code 4911).,International Earth Rotation Service (IERS) Annual Report for 1988. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2004-03-23,2004.183,1,0
-4911,ITRF89,1262,geocentric,6500,6648,,,,,Geodesy.,Replaces ITRF88 (code 4910). Replaced by ITRF91 (code 4912).,International Earth Rotation Service (IERS) Technical Note #6. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2004-03-23,2004.183,1,0
-4912,ITRF90,1262,geocentric,6500,6649,,,,,Geodesy.,Replaces ITRF89 (code 4911). Replaced by ITRF91 (code 4913).,International Earth Rotation Service (IERS) Technical Note #9. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2004-03-23,2004.183,1,0
-4913,ITRF91,1262,geocentric,6500,6650,,,,,Geodesy.,Replaces ITRF90 (code 4912). Replaced by ITRF92 (code 4914).,International Earth Rotation Service (IERS) Technical Note #12. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2004-03-23,2004.183,1,0
-4914,ITRF92,1262,geocentric,6500,6651,,,,,Geodesy.,Replaces ITRF91 (code 4913). Replaced by ITRF93 (code 4915).,International Earth Rotation Service (IERS) Technical Note #15. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2004-03-23,2004.183,1,0
-4915,ITRF93,1262,geocentric,6500,6652,,,,,Geodesy.,Replaces ITRF92 (code 4914). Replaced by ITRF94 (code 4916).,International Earth Rotation Service (IERS) Technical Note #18. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2004-03-23,2004.183,1,0
-4916,ITRF94,1262,geocentric,6500,6653,,,,,Geodesy.,Replaces ITRF93 (code 4915). Replaced by ITRF96 (code 4917).,International Earth Rotation Service (IERS) Technical Note #20. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2004-03-23,2004.183,1,0
-4917,ITRF96,1262,geocentric,6500,6654,,,,,Geodesy.,Replaces ITRF94 (code 4916). Replaced by ITRF97 (code 4918).,International Earth Rotation Service (IERS) Technical Note #24. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2004-03-23,2004.183,1,0
-4918,ITRF97,1262,geocentric,6500,6655,,,,,Geodesy.,Replaces ITRF96 (code 4917). Replaced by ITRF2000 (code 4919).,International Earth Rotation Service (IERS) Technical Note #27. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2004-03-23,2004.183,1,0
-4919,ITRF2000,1262,geocentric,6500,6656,,,,,Geodesy.,Replaces ITRF97 (code 4918). Replaced by ITRF2005 (code 4896).,IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2006-10-13,2004.183 2006.892,1,0
-4920,GDM2000,1151,geocentric,6500,6742,,,,,Geodetic survey.,,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-4921,GDM2000,1151,geographic 3D,6423,6742,4920,15578,,,Geodetic survey.,,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,1,0
-4922,PZ-90,1262,geocentric,6500,6740,,,,,Geodetic survey.,Used by the Glonass satellite navigation system.,"Geodeziya i Katografiya, 1993.",OGP,2006-02-03,,1,0
-4923,PZ-90,1262,geographic 3D,6423,6740,4922,15576,,,Geodetic survey.,Used by the Glonass satellite navigation system.,"Geodeziya i Katografiya, 1993.",OGP,2006-02-03,,1,0
-4924,Mauritania 1999,1157,geocentric,6500,6702,,,,,Geodetic survey.,,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2005-09-12,,1,0
-4925,Mauritania 1999,1157,geographic 3D,6423,6702,4924,15574,,,Geodetic survey.,,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2005-09-12,,1,0
-4926,Korea 2000,1135,geocentric,6500,6737,,,,,Geodetic survey.,,"Permanent Committee for GIS Infrastructure for Asia and the Pacific (PCGIAP), http://www.gsi.go.jp/PCGIAP",OGP,2006-01-30,,1,0
-4927,Korea 2000,1135,geographic 3D,6423,6737,4926,15572,,,Geodetic survey.,,"Permanent Committee for GIS Infrastructure for Asia and the Pacific (PCGIAP), http://www.gsi.go.jp/PCGIAP",OGP,2006-01-30,,1,0
-4928,POSGAR 94,1033,geocentric,6500,6694,,,,,Geodetic survey.,Legally adopted in May 1997. Replaced by POSGAR 98 for scientific and many practical purposes.,"Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,2005-09-12,,1,0
-4929,POSGAR 94,1033,geographic 3D,6423,6694,4928,15570,,,Geodetic survey.,Legally adopted in May 1997. Replaced by POSGAR 98 for scientific and many practical purposes.,"Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,2005-09-12,,1,0
-4930,Australian Antarctic,1278,geocentric,6500,6176,,,,,Geodetic survey.,,Standards Australia,EPSG,2004-01-05,,1,0
-4931,Australian Antarctic,1278,geographic 3D,6423,6176,4930,15500,,,Geodetic survey.,,Standards Australia,EPSG,2004-01-05,,1,0
-4932,CHTRF95,1286,geocentric,6500,6151,,,,,Geodetic survey.,,,EPSG,2004-01-05,,1,0
-4933,CHTRF95,1286,geographic 3D,6423,6151,4932,15502,,,Geodetic survey.,,,EPSG,2004-01-05,,1,0
-4934,EST97,1090,geocentric,6500,6180,,,,,Geodetic survey.,,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-05,,1,0
-4935,EST97,1090,geographic 3D,6423,6180,4934,15504,,,Geodetic survey.,,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-05,,1,0
-4936,ETRS89,1298,geocentric,6500,6258,,,,,Geodetic survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,"Norwegian Geodetic Institute geodetic publication 1990:1. Also at EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-4937,ETRS89,1298,geographic 3D,6423,6258,4936,15506,,,Geodetic survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,"Norwegian Geodetic Institute geodetic publication 1990:1. Also at EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-4938,GDA94,2575,geocentric,6500,6283,,,,,Geodetic survey.,,Australian Surveying and Land Information Group Internet WWW page.,EPSG,2004-01-05,,1,0
-4939,GDA94,2575,geographic 3D,6423,6283,4938,15508,,,Geodetic survey.,,Australian Surveying and Land Information Group Internet WWW page.,EPSG,2004-01-05,,1,0
-4940,Hartebeesthoek94,1215,geocentric,6500,6148,,,,,Geodetic survey.,,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2004-01-05,,1,0
-4941,Hartebeesthoek94,1215,geographic 3D,6423,6148,4940,15510,,,Geodetic survey.,,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2004-01-05,,1,0
-4942,IRENET95,1305,geocentric,6500,6173,,,,,Geodetic survey.,,Ordnance Survey of Ireland,EPSG,2004-01-05,,1,0
-4943,IRENET95,1305,geographic 3D,6423,6173,4942,15512,,,Geodetic survey.,,Ordnance Survey of Ireland,EPSG,2004-01-05,,1,0
-4944,ISN93,1120,geocentric,6500,6659,,,,,Geodetic survey.,,Landmaelingar Islands (National Survey of Iceland).,EPSG,2004-01-05,,1,0
-4945,ISN93,1120,geographic 3D,6423,6659,4944,15514,,,Geodetic survey.,,Landmaelingar Islands (National Survey of Iceland).,EPSG,2004-01-05,,1,0
-4946,JGD2000,1129,geocentric,6500,6612,,,,,Geodetic survey.,,Japanese Survey Federation.,EPSG,2004-01-05,,1,0
-4947,JGD2000,1129,geographic 3D,6423,6612,4946,15516,,,Geodetic survey.,,Japanese Survey Federation.,EPSG,2004-01-05,,1,0
-4948,LKS92,1139,geocentric,6500,6661,,,,,Geodetic survey.,,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu,EPSG,2004-01-05,,1,0
-4949,LKS92,1139,geographic 3D,6423,6661,4948,15518,,,Geodetic survey.,,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu,EPSG,2004-01-05,,1,0
-4950,LKS94,1145,geocentric,6500,6126,,,,,Geodetic survey.,,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-05,,1,0
-4951,LKS94,1145,geographic 3D,6423,6126,4950,15520,,,Geodetic survey.,,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-05,,1,0
-4952,Moznet,1167,geocentric,6500,6130,,,,,Geodetic survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2004-01-05,,1,0
-4953,Moznet,1167,geographic 3D,6423,6130,4952,15522,,,Geodetic survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2004-01-05,,1,0
-4954,NAD83(CSRS),1061,geocentric,6500,6140,,,,,Geodetic survey.,,"Natural Resources of Canada, CSRS website. http://www.geod.nrcan.gc.ca",EPSG,2007-05-29,2006.461 2007.026,1,0
-4955,NAD83(CSRS),1061,geographic 3D,6423,6140,4954,15524,,,Geodetic survey.,,"Natural Resources of Canada, CSRS website. http://www.geod.nrcan.gc.ca",EPSG,2007-05-29,2006.461 2007.026,1,0
-4956,NAD83(HARN),1337,geocentric,6500,6152,,,,,Geodetic survey.,"In Continental US (excludes Alaska) and Hawaii, replaces NAD83 for applications with an accuracy of better than 1m. In Continental US replaced by NAD83(NSRS2007).",National Geodetic Survey,EPSG,2007-04-20,2007.031,1,0
-4957,NAD83(HARN),1337,geographic 3D,6423,6152,4956,15526,,,Geodetic survey.,"In Continental US (excludes Alaska) and Hawaii, replaces NAD83 for applications with an accuracy of better than 1m. In Continental US replaced by NAD83(NSRS2007).",National Geodetic Survey,EPSG,2007-04-20,2007.031,1,0
-4958,NZGD2000,3285,geocentric,6500,6167,,,,,Geodetic survey.,,Land Information New Zealand.,EPSG,2004-01-05,,1,0
-4959,NZGD2000,3285,geographic 3D,6423,6167,4958,15529,,,Geodetic survey.,,Land Information New Zealand.,EPSG,2004-01-05,,1,0
-4960,POSGAR 98,1033,geocentric,6500,6190,,,,,Geodetic survey.,Densification in Argentina of SIRGAS 1995.,"Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",EPSG,2005-09-04,2005.46,1,0
-4961,POSGAR 98,1033,geographic 3D,6423,6190,4960,15530,,,Geodetic survey.,Densification in Argentina of SIRGAS.,"Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",EPSG,2005-09-04,2005.46,1,0
-4962,REGVEN,1251,geocentric,6500,6189,,,,,Geodetic survey.,Densification in Venezuela of SIRGAS.,Servicio Autonomo de Geografia y Cartografia Nacional.,EPSG,2004-01-05,,1,0
-4963,REGVEN,1251,geographic 3D,6423,6189,4962,15532,,,Geodetic survey.,Densification in Venezuela of SIRGAS.,Servicio Autonomo de Geografia y Cartografia Nacional.,EPSG,2004-01-05,,1,0
-4964,RGF93,1096,geocentric,6500,6171,,,,,Geodetic survey.,,TotalFinaElf,EPSG,2004-01-05,,1,0
-4965,RGF93,1096,geographic 3D,6423,6171,4964,15534,,,Geodetic survey.,,TotalFinaElf,EPSG,2004-01-05,,1,0
-4966,RGFG95,1097,geocentric,6500,6624,,,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-05,,1,0
-4967,RGFG95,1097,geographic 3D,6423,6624,4966,15536,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-05,,1,0
-4968,RGNC 1991,1174,geocentric,6500,6645,,,,,Geodetic survey.,"Supersedes older local geographic 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 463, 4635, 4650-53 and 4662).",Service Topographique de la Nouvelle Caledonie,EPSG,2004-01-05,,1,1
-4969,RGNC 1991,1174,geographic 3D,6423,6645,4968,15538,,,Geodetic survey.,"Supersedes older local 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4635, 4650-53 and 4662).",Service Topographique de la Nouvelle Caledonie,EPSG,2004-01-05,,1,1
-4970,RGR92,1196,geocentric,6500,6627,,,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-05,,1,0
-4971,RGR92,1196,geographic 3D,6423,6627,4970,15540,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-05,,1,0
-4972,RRAF 1991,2824,geocentric,6500,6640,,,,,Geodetic survey.,Replaces older local geographic 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.,IGN Paris,EPSG,2004-01-05,,1,0
-4973,RRAF 1991,2824,geographic 3D,6423,6640,4972,15542,,,Geodetic survey.,Replaces older local 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.,IGN Paris,EPSG,2004-01-05,,1,0
-4974,SIRGAS,3448,geocentric,6500,6170,,,,,Geodetic survey.,Replaced by SIRGAS 2000.,"IBGE Brazil, http://www1.ibge.gov.br/",EPSG,2006-07-29,2004.25 2005.46 2006.465,1,0
-4975,SIRGAS,3448,geographic 3D,6423,6170,4974,15544,,,Geodetic survey.,Replaced by SIRGAS 2000.,"IBGE Brazil, http://www1.ibge.gov.br/",EPSG,2006-07-29,2004.25 2005.46 2006.465,1,0
-4976,SWEREF99,1225,geocentric,6500,6619,,,,,Geodetic survey.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2004-01-05,,1,0
-4977,SWEREF99,1225,geographic 3D,6423,6619,4976,15546,,,Geodetic survey.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2004-01-05,,1,0
-4978,WGS 84,1262,geocentric,6500,6326,,,,,Used by the GPS satellite navigation system.,,NIMA TR8350.2 January 2000 revision. http://earth-info.nga.mil/GandG/,EPSG,2006-08-25,2005.46 2006.81,1,0
-4979,WGS 84,2830,geographic 3D,6423,6326,4978,15548,,,Used by the GPS satellite navigation system.,,,EPSG,2006-08-25,2006.81,1,0
-4980,Yemen NGN96,1257,geocentric,6500,6163,,,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-05,,1,0
-4981,Yemen NGN96,1257,geographic 3D,6423,6163,4980,15550,,,Geodetic survey.,,IGN Paris,EPSG,2004-01-05,,1,0
-4982,IGM95,1127,geocentric,6500,6670,,,,,Geodetic survey.,,ENI,EPSG,2004-04-27,2004.201,1,0
-4983,IGM95,1127,geographic 3D,6423,6670,4982,15552,,,Geodetic survey.,,ENI,EPSG,2004-04-27,2004.201,1,0
-4984,WGS 72,1262,geocentric,6500,6322,,,,,Geodetic survey.,Replaced by WGS 84.,,EPSG,2004-01-09,,1,0
-4985,WGS 72,1262,geographic 3D,6423,6322,4984,15554,,,Geodetic survey.,Replaced by WGS 84.,,EPSG,2004-01-09,,1,0
-4986,WGS 72BE,1262,geocentric,6500,6324,,,,,Geodetic survey.,Broadcast ephemeris. Replaced by WGS 84.,,EPSG,2004-01-09,,1,0
-4987,WGS 72BE,1262,geographic 3D,6423,6324,4986,15556,,,Geodetic survey.,Broadcast ephemeris. Replaced by WGS 84.,,EPSG,2004-01-09,,1,0
-4988,SIRGAS 2000,3418,geocentric,6500,6674,,,,,Geodetic survey.,Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America.,"IBGE Brazil, http://www1.ibge.gov.br/",EPSG,2006-07-29,2005.46 2006.465,1,0
-4989,SIRGAS 2000,3418,geographic 3D,6423,6674,4988,15558,,,Geodetic survey.,Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America.,"IBGE Brazil, http://www1.ibge.gov.br/",EPSG,2006-07-29,2005.46 2006.465,1,0
-4990,Lao 1993,1138,geocentric,6500,6677,,,,,Geodetic survey.,Replaced by Lao 1997. Lao 1993 coordinate values are within 1m of Lao 1997 values.,National Geographic Department,EPSG,2004-04-27,,1,0
-4991,Lao 1993,1138,geographic 3D,6423,6677,4990,15560,,,Geodetic survey.,Replaced by Lao 1997. Lao 1993 coordinate values are within 1m of Lao 1997 values.,National Geographic Department,EPSG,2004-04-27,,1,0
-4992,Lao 1997,1138,geocentric,6500,6678,,,,,Geodetic survey.,Replaces Lao 1993. Lao 1993 coordinate values are within 1m of Lao 1997 values.,National Geographic Department,EPSG,2004-04-27,,1,0
-4993,Lao 1997,1138,geographic 3D,6423,6678,4992,15562,,,Geodetic survey.,Replaces Lao 1993. Lao 1993 coordinate values are within 1m of Lao 1997 values.,National Geographic Department,EPSG,2004-04-27,,1,0
-4994,PRS92,1190,geocentric,6500,6683,,,,,Geodetic survey.,,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",EPSG,2004-12-24,,1,0
-4995,PRS92,1190,geographic 3D,6423,6683,4994,15564,,,Geodetic survey.,,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",EPSG,2004-12-24,,1,0
-4996,MAGNA-SIRGAS,3229,geocentric,6500,6686,,,,,Geodetic survey.,,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.060,1,0
-4997,MAGNA-SIRGAS,3229,geographic 3D,6423,6686,4996,15566,,,Geodetic survey.,,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.060,1,0
-4998,RGPF,1098,geocentric,6500,6687,,,,,Geodetic survey.,,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",EPSG,2005-08-12,,1,0
-4999,RGPF,1098,geographic 3D,6423,6687,4998,15568,,,Geodetic survey.,,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",EPSG,2005-08-12,,1,0
-5600,NGPF,3134,vertical,6499,5195,,,,,"Geodetic survey, topographic mapping, engineering survey.",The collection of heterogeneous vertical coordinate reference systems throughout the Society Islands of French Polynesia.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-5601,IGN 1966,3124,vertical,6499,5196,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-5602,Moorea SAU 1981,3125,vertical,6499,5197,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-5603,Raiatea SAU 2001,3136,vertical,6499,5198,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-5604,Maupiti SAU 2001,3126,vertical,6499,5199,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-5605,Huahine SAU 2001,3135,vertical,6499,5200,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-5606,Tahaa SAU 2001,3138,vertical,6499,5201,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-5607,Bora Bora SAU 2001,3137,vertical,6499,5202,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,1,0
-5608,IGLD 1955,3468,vertical,6499,5204,,,,,Hydrology.,Replaces several earlier systems. Replaced by IGLD 1985 (CRS code 5609).,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,2006-11-11,,1,0
-5609,IGLD 1985,3468,vertical,6499,5205,,,,,Hydrology.,Replaces IGLD 1955 (CRS code 5608).,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,2006-11-11,,1,0
-5701,Newlyn,2792,vertical,6499,5101,,,,,Geodetic and engineering surveying.,,,EPSG,2005-05-27,2005.18,1,0
-5702,National Geodetic Vertical Datum of 1929,1323,vertical,6497,5102,,,,,Geodetic and engineering surveying.,,,EPSG,1996-10-18,,1,0
-5703,North American Vertical Datum of 1988,1325,vertical,6499,5103,,,,,Geodetic and engineering surveying.,,,EPSG,1996-10-18,,1,0
-5704,Yellow Sea,1067,vertical,6499,5104,,,,,Geodetic and engineering surveying.,,,EPSG,1995-06-02,,1,1
-5705,Baltic,1284,vertical,6499,5105,,,,,Geodetic and engineering surveying.,,,EPSG,2005-05-27,2005.18,1,0
-5706,Caspian,1291,vertical,6498,5106,,,,,Used for Soviet Union nautical charting of the Caspian Sea.,Capsian Sea water levels are now offset appreciably from this datum.,,EPSG,1996-09-12,,1,0
-5709,Normaal Amsterdams Peil,1275,vertical,6499,5109,,,,,Geodetic and engineering surveying.,,Nederlandse Commissie voor Geodesie publication 30; 1993,EPSG,2005-05-27,2000.10 2005.18,1,0
-5710,Oostende,1347,vertical,6499,5110,,,,,Geodetic and engineering surveying.,,Nederlandse Commissie voor Geodesie publication 30; 1993,EPSG,1996-09-12,,1,0
-5711,Australian Height Datum,1281,vertical,6499,5111,,,,,Geodetic and engineering surveying.,,http://www.auslig.gov.au/geodesy,EPSG,1996-09-12,,1,0
-5712,Australian Height Datum (Tasmania),1282,vertical,6499,5112,,,,,Geodetic and engineering surveying.,,,EPSG,1996-09-12,,1,0
-5713,Canadian Geodetic Vertical Datum of 1928,1289,vertical,6499,5114,,,,,Geodetic and engineering surveying.,,Geodetic Survey Division of Natural Resources Canada.,EPSG,2004-11-26,2004.723,1,0
-5714,mean sea level height,1262,vertical,6499,5100,,,,,Used for hydrographic surveying.,Approximates geoid. Not specific to any location or epoch.,,EPSG,1996-04-12,,1,0
-5715,mean sea level depth,1262,vertical,6498,5100,,,,,Used for hydrographic surveying.,Approximates geoid. Not specific to any location or epoch.,,EPSG,1996-10-18,,1,0
-5716,Piraeus,3254,vertical,6499,5115,,,,,Geodetic and engineering surveying.,,Geodesy Department; Public Petroleum Corporation of Greece.,EPSG,1997-06-16,,1,0
-5717,N60,3333,vertical,6499,5116,,,,,Geodetic and engineering surveying.,In use since 1968.,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2005-05-27,2005.18,1,0
-5718,RH70,3313,vertical,6499,5117,,,,,Geodetic and engineering surveying.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,2005-05-27,2005.18,1,0
-5719,NGF Lallemand,1326,vertical,6499,5118,,,,,Geodetic and engineering surveying.,Generally but not entirely replaced by NGF IGN69 (CRS code 5720).,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994",EPSG,1997-11-13,,1,0
-5720,NGF IGN69,1326,vertical,6499,5119,,,,,Geodetic and engineering surveying.,Generally but not entirely replaces NGF Lallemand (CRS code 5719).,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994",EPSG,2005-05-27,2005.18,1,0
-5721,IGN78 Corsica,1327,vertical,6499,5120,,,,,Geodetic and engineering surveying.,Replaces NGC 1948 (CRS code 5791).,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994",EPSG,2004-10-14,2004.564,1,0
-5722,Maputo,3281,vertical,6499,5121,,,,,Geodetic and engineering surveying.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-5723,Japanese Standard Levelling Datum,3263,vertical,6499,5122,,,,,Geodetic and engineering surveying.,,Geographic Survey Institute; Japan. http://vldb.gsi-mc.jp/sokuchi/datum/image/heichoku2.gif,EPSG,2004-05-09,2002.08 2004.38,1,0
-5724,PDO Height Datum 1993,3288,vertical,6499,5123,,,,,Geodetic and engineering surveying.,Replaces Fahud vertical datum (code 5725) from 1993.,Petroleum Development Oman,EPSG,1999-04-22,,1,0
-5725,Fahud Height Datum 1993,3288,vertical,6499,5124,,,,,Geodetic and engineering surveying.,Replaced by PHD93 (code 5724) from 1993.,Petroleum Development Oman,EPSG,1999-04-22,,1,0
-5726,Ha Tien 1960,1302,vertical,6499,5125,,,,,Geodetic and engineering surveying.,In Vietnam replaced by Hon Dau from 1992.,,EPSG,1999-10-20,,1,0
-5727,Hon Dau 1992,3328,vertical,6499,5126,,,,,Geodetic and engineering surveying.,In Vietnam replaces Ha Tien from 1992.,,EPSG,1999-10-20,,1,0
-5728,Landesnivellement 1902,1286,vertical,6499,5127,,,,,Topographic and engineering surveying.,Replaced by LHN95 (code 5729).,Bundesamt für Landestopographie,EPSG,2005-05-27,2005.18,1,0
-5729,Landeshohennetz 1995,1286,vertical,6499,5128,,,,,Geodetic surveying.,Replaces LN02 (code 5728).,Bundesamt für Landestopographie,EPSG,2005-05-27,2005.18,1,0
-5730,EVRF2000,1299,vertical,6499,5129,,,,,For pan-European products and services.,,"IAG subcommission for Europe (EUREF). Also at EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2004.10 2005.18,1,0
-5731,Malin Head,1305,vertical,6499,5130,,,,,Topographic mapping at all scales in Republic and medium and small scales in Northern Ireland.,Belfast Lough (code 5732) used for large scale topographic mapping in Northern Ireland.,Ordnance Survey of Ireland.,EPSG,2005-05-27,2005.18,1,0
-5732,Belfast,2530,vertical,6499,5131,,,,,Large scale topographic mapping.,Malin Head (code 5731) used for medium and small scale topographic mapping.,Ordnance Survey of Northern Ireland.,EPSG,2001-11-06,,1,0
-5733,Dansk Normal Nul,3237,vertical,6499,5132,,,,,Topographic mapping and engineering survey.,Replaced by DVR90 (CRS code 5799).,Kort & Matrikelstyrelsen,EPSG,2006-12-01,2005.18 2006.972,1,0
-5734,AIOC95 depths,2592,vertical,6498,5133,,,,,Used by AIOC and BP for all offshore Azerbaijan activities.,Also used by AIOC and BP as a height system for engineering survey at Sangachal terminal (see CRS code 5797). AIOC95 datum is 1.7m above Caspian datum and 26.3m below Baltic datum.,BP,EPSG,2004-11-26,2004.724,1,0
-5735,Black Sea,1102,vertical,6499,5134,,,,,Hydrographic surveying and since breakup of Former Soviet Union also topographic mapping.,Black Sea datum is 0.4m below Baltic datum.,BP,EPSG,2002-02-12,,1,0
-5736,Yellow Sea 1956,3228,vertical,6499,5104,,,,,Geodetic and engineering surveying.,Replaced by Yellow Sea 1985 (code 5737).,Guangdong Province Land Resource Information Centre,EPSG,2002-06-22,,1,0
-5737,Yellow Sea 1985,3228,vertical,6499,5137,,,,,Geodetic and engineering surveying.,Replaces Yellow Sea 1956 (code 5736).,Guangdong Province Land Resource Information Centre,EPSG,2002-06-22,,1,0
-5738,Hong Kong Principal Datum,3334,vertical,6499,5135,,,,,"Geodetic, topographic and engineering surveying.",,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2002-06-22,,1,0
-5739,Hong Kong Chart Datum,3335,vertical,6498,5136,,,,,Hydrographic charting.,Chart datum is 0.15 metres below Hong Kong Principal Datum (CRS code 5738) and 1.38m below MSL at Quarry Bay.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2002-06-22,,1,0
-5740,Newlyn (Orkney Isles),2793,vertical,6499,5138,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,,1,0
-5741,Fair Isle,2794,vertical,6499,5139,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,,1,0
-5742,Lerwick,2795,vertical,6499,5140,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,,1,0
-5743,Foula,2796,vertical,6499,5141,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,,1,0
-5744,Sule Skerry,2797,vertical,6499,5142,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,,1,0
-5745,North Rona,2798,vertical,6499,5143,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,,1,0
-5746,Stornoway,2799,vertical,6499,5144,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,,1,0
-5747,St. Kilda,2800,vertical,6499,5145,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,,1,0
-5748,Flannan Isles,2801,vertical,6499,5146,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,,1,0
-5749,St. Marys,2802,vertical,6499,5147,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,,1,0
-5750,Douglas,2803,vertical,6499,5148,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,,1,0
-5751,Fao,2806,vertical,6499,5149,,,,,Oil exploration and production..,Replaced by Bandar Abbas (code 5752) for national map agency work. NIOC data still generally referenced to Fao.,National Iranian Oil Company (NIOC).,EPSG,2002-09-19,,1,0
-5752,Bandar Abbas,3336,vertical,6499,5150,,,,,Geodetic and engineering surveying.,Replaces Fao (code 5751) for national map agency work. At time of record creation NIOC data still generally referenced to Fao.,National Cartographic Cenre of Iran,EPSG,2004-04-07,2004.211,1,0
-5753,NGNC,2822,vertical,6499,5151,,,,,"Geodetic and engineering surveying, topographic mapping.",,Service Topographique de la Nouvelle Caledonie,EPSG,2002-11-29,,1,0
-5754,Poolbeg,1305,vertical,6496,5152,,,,,Topographic mapping at all scales in Republic and medium and small scales in Northern Ireland.,Topographic mapping before 1956 in Northern Ireland and 1970 in the Republic of Ireland. Replaced by Belfast Lough and Malin Head (CRS codes 5732 and 5731).,Ordnance Survey of Ireland.,EPSG,2001-11-06,,1,0
-5755,NGG1977,3146,vertical,6499,5153,,,,,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,EPSG,2003-06-27,,1,0
-5756,Martinique 1987,3276,vertical,6499,5154,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaces Martinique 1955 (CRS code 5794),IGN Paris,EPSG,2004-10-14,2004.561,1,0
-5757,Guadeloupe 1988,2829,vertical,6499,5155,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaces Guadeloupe 1951 (CRS code 5795).,IGN Paris,EPSG,2006-01-16,2004.561 2005.88,1,0
-5758,Reunion 1989,3337,vertical,6499,5156,,,,,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,EPSG,2004-10-14,2004.561,1,0
-5759,Auckland,1500,vertical,6499,5157,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5760,Bluff,1501,vertical,6499,5158,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5761,Dunedin,1501,vertical,6499,5159,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5762,Gisborne,1500,vertical,6499,5160,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5763,Lyttleton,1501,vertical,6499,5161,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5764,Moturiki,1500,vertical,6499,5162,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5765,Napier,1500,vertical,6499,5163,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5766,Nelson,1501,vertical,6499,5164,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5767,One Tree Point,1500,vertical,6499,5165,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5768,Tararu,1500,vertical,6499,5166,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5769,Taranaki,1500,vertical,6499,5167,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5770,Wellington,1500,vertical,6499,5168,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,1,0
-5771,Chatham Island,2889,vertical,6499,5169,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",EPSG,2004-03-09,,1,0
-5772,Stewart Island,3338,vertical,6499,5170,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",EPSG,2004-03-09,,1,0
-5773,EGM96 geoid,1262,vertical,6499,5171,,,,,Geodesy.,Height surface resulting from the application of the EGM96 geoid model to the WGS 84 ellipsoid.,NASA http://cddis.gsfc.nasa.gov/926/egm96/egm96.html,EPSG,2004-04-27,,1,0
-5774,NG-L,1146,vertical,6499,5172,,,,,"Geodetic survey, topographic mapping, engineering survey.",,Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT,EPSG,2005-05-27,2005.18,1,0
-5775,Antalya,3322,vertical,6499,5173,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5776,NN54,1352,vertical,6499,5174,,,,,"Geodetic survey, topographic mapping, engineering survey.",,Statoil,EPSG,2005-05-27,2005.18,1,0
-5777,Durres,3212,vertical,6499,5175,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5778,GHA,1037,vertical,6499,5176,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5779,NVN99,3307,vertical,6499,5177,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5780,Cascais,1294,vertical,6499,5178,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5781,Constanta,3295,vertical,6499,5179,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/evrs/Relations.html",EPSG,2004-11-26,2004.721,1,0
-5782,Alicante,2366,vertical,6499,5180,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-04-20,,1,0
-5783,DHHN92,3339,vertical,6499,5181,,,,,"Geodetic survey, topographic mapping, engineering survey.",,Bundesamt für Kartographie und Geodäsie (BKG) http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-5784,DHHN85,2326,vertical,6499,5182,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaced by DNNH92.,Bundesamt für Kartographie und Geodäsie (BKG) http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-5785,SNN76,1343,vertical,6499,5183,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaced by DNNH92.,Bundesamt für Kartographie und Geodäsie (BKG) http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-5786,Baltic 1982,3224,vertical,6499,5184,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-21,2005.18,1,0
-5787,EOMA 1980,1119,vertical,6499,5185,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5788,Kuwait PWD,3267,vertical,6499,5186,,,,,Municipality and military purposes.,,KOC,EPSG,2004-06-16,,1,0
-5789,KOC WD,3267,vertical,6498,5187,,,,,KOC exploration and field development subsurface work.,,KOC,EPSG,2004-06-16,,1,0
-5790,KOC CD,3267,vertical,6499,5188,,,,,KOC survey control and facilities engineering..,,KOC,EPSG,2004-06-16,,1,0
-5791,NGC 1948,1327,vertical,6499,5189,,,,,Geodetic and engineering surveying.,Replaced by IGN78 (CRS code 5721),IGN Paris.,EPSG,2004-10-14,,1,0
-5792,Danger 1950,3299,vertical,6499,5190,,,,,Geodetic and engineering surveying.,,IGN Paris.,EPSG,2004-10-14,,1,0
-5793,Mayotte 1950,3340,vertical,6499,5191,,,,,Geodetic and engineering surveying.,,IGN Paris.,EPSG,2004-10-14,,1,0
-5794,Martinique 1955,3276,vertical,6499,5192,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaced by Martinique 1987 (CRS code 5756),IGN Paris.,EPSG,2004-10-14,,1,0
-5795,Guadeloupe 1951,2892,vertical,6499,5193,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaced by Guadeloupe 1988 (CRS code 5757).,IGN Paris.,EPSG,2004-10-14,,1,0
-5796,Lagos 1955,3287,vertical,6499,5194,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"Ebong et al, AVN International, 1991.",EPSG,2004-10-14,,1,0
-5797,AIOC95 heights,2592,vertical,6499,5133,,,,,Used by AIOC and BP as a height system for engineering survey at Sangachal terminal.,AIOC95 datum is 1.7m above Caspian datum and 26.3m below Baltic datum. Also used by AIOC and BP as the depth system for all offshore Azerbaijan activities (see CRS code 5734).,BP,EPSG,2004-11-26,,1,0
-5798,EGM84 geoid,1262,vertical,6499,5203,,,,,Geodesy.,Height surface resulting from the application of the EGM84 geoid model to the WGS 84 ellipsoid. Replaced by EGM96 geoid (CRS code 5773).,US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/,EPSG,2005-09-30,,1,0
-5799,DVR90,3237,vertical,6499,5206,,,,,Topographic mapping and engineering survey.,Replaces Dansk Normal Null (CRS code 5733).,"Kort & Matrikelstyrelsen: The Danish height system DVR90, Publ. 4.series, vol. 8, 2000.",OGP,2006-12-01,,1,0
-5800,Astra Minas Grid,1265,engineering,6507,9300,,,,,Oil exploration.,,,EPSG,2000-03-07,,1,0
-5801,Barcelona Grid B1,1266,engineering,4500,9301,,,,,Oil exploration by MGO and Talon.,Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona. 500000E 300000 N at 10deg 08min 06sec N 64deg 41min 17sec W.,Ministry of Mines standards manual of 1974.,EPSG,2000-03-07,,1,0
-5802,Barcelona Grid B2,1266,engineering,4500,9301,,,,,Oil exploration by Phillips; Mobil; Texas; Mercedes; Varco.,Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona. 500000E 300000 N at 10deg 08min 06sec N 64deg 41min 07.5sec W.,Ministry of Mines standards manual of 1974.,EPSG,2000-03-07,,1,0
-5803,Maturin Grid,1320,engineering,4500,9302,,,,,Oil exploration by MGO and Talon.,Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona. 500000E 300000 N at 10deg 08min 06sec N 64deg 41min 17sec W.,Ministry of Mines standards manual of 1974.,EPSG,2000-03-07,,1,0
-5804,EPSG seismic bin grid example A,1263,engineering,6508,9312,,,,,Example only - fictitious.,"Bin grid I=J=1 at WGS 84 / UTM zone 31N 456781E 5836723N.
-Bin grid orientation = 20 degrees grid. Bin width I=25m, J=12.5m. Bin increment I=1, J=1. Scale factor at origin 0.99984",UKOOA P6/98 seismic bin grid guideline.,EPSG,2000-06-23,,1,1
-5805,EPSG seismic bin grid example B,1263,engineering,6506,9312,,,,,Example only - fictitious.,,,EPSG,2000-06-23,,1,1
-5806,EPSG local engineering grid example A,1263,engineering,6505,9313,,,,,Example only - fictitious.,"Coordinates are 0,0 at conductor slot A1.",EPSG,EPSG,2000-06-23,,1,0
-5807,EPSG local engineering grid example B,1263,engineering,6504,9313,,,,,Example only - fictitious.,"Shows alternative use of coordinate axis name.
-
-Coordinates are 0,0 at conductor slot A1.",EPSG,EPSG,2000-06-23,,1,0
-5808,Maracaibo Cross Grid M4,1319,engineering,4500,9303,,,,,Oil exploration by Chevron and CVP.,Grid coordinates 200000N 200000E at Cruz Canada Morillo in Maracaibo. The cross is ascribed coordinates of 10deg 38min 22sec N; 71deg 37min 18sec W.,Ministry of Mines standards manual of 1974.,EPSG,2000-06-23,,1,0
-5809,Maracaibo Cross Grid M5,1319,engineering,4500,9303,,,,,Oil exploration by Texas.,Grid coordinates 200000N 200000E at Cruz Canada Morillo in Maracaibo. The cross is ascribed coordinates of 10deg 38min 32.3sec N; 71deg 37min 12.1sec W.,Ministry of Mines standards manual of 1974.,EPSG,2000-06-23,,1,0
-5810,La Rosa Grid,1311,engineering,4500,9304,,,,,Oil exploration.,Grid coordinates (0 0) at the monument in La Rosa (10deg 22min 40.417sec N 71deg 26min 59.488sec W; Loma Qunitana datum). Origin possibly at Cerro Penal (71deg 12min 58sec W) where grid north aligned to true north. See Lake / Maracaibo La Rosa grid.,Ministry of Mines standards manual of 1974.,EPSG,2000-06-23,,1,0
-5811,Mene Grande,1270,engineering,4500,9305,,,,,Oil exploration by Shell.,Grid coordinates (0 0) at the monument in Santa Barabara; Mene Grande. The monument is ascribed coordinates of 9deg 52min 25.488sec N; 70deg 54min 35.310sec W.,Ministry of Mines standards manual of 1974.,EPSG,2000-06-23,,1,0
-5812,El Cubo,1269,engineering,4500,9306,,,,,Oil exploration by Shell.,Grid coordinates (0 0) at El Cubo (8deg 44min 17.258sec N; 72deg 30min 09.01sec W).,Ministry of Mines standards manual of 1974.,EPSG,2000-06-23,,1,0
-5813,Dabajuro,1268,engineering,4500,9307,,,,,Oil exploration by Chevron Creole and Texas.,Grid coordinates 200000N 200000E at the centre of the tower of the church at Dabajuro. The tower is ascribed coordinates of 11deg 01min 19sec N; 70deg 40min 40sec W.,Ministry of Mines standards manual of 1974.,EPSG,2000-06-23,,1,0
-5814,Tucupita,1370,engineering,4500,9308,,,,,Oil exploration by Creole and Texas.,Grid coordinates 200000N 200000E at centre of the Bolivar plaza in Tucupita. The plaza is ascribed coordinates of 9deg 03min 32sec N; 62deg 03min 07.6sec W.,Ministry of Mines standards manual of 1974.,EPSG,2000-06-23,,1,0
-5815,Santa Maria de Ipire,1371,engineering,4500,9310,,,,,Oil exploration by Creole Phillips and Varco.,Grid coordinates 200000N 200000E at concrete monument PR-1 in the Bolivar plaza in Santa Maria de Ipire. The monument is ascribed coordinates of 8deg 40min 06sec N; 65deg 19min 09sec W.,Ministry of Mines standards manual of 1974.,EPSG,2000-06-23,,1,0
-5816,Barinas west base,1267,engineering,4500,9311,,,,,Oil exploration by Sinclair.,Grid coordinates 200000N 200000E at the west base monument in Barinas.,Ministry of Mines standards manual of 1974.,EPSG,2000-06-23,,1,0
-5817,Tombak LNG plant,2362,engineering,6510,9314,,,,,Engineering survey.,Used for South Pars phase 11 and Pars LNG plant.,Total,EPSG,2005-08-18,,1,0
-5818,UKOOA P6 seismic bin grid example,1263,engineering,6511,9315,,,,,Example only - fictitious.,The bin grid is related to the earth through a transformation - see coordinate operation (transformation) code 15744.,"UKOOA Data Exchange Format P6/98 ""Definition of 3D Seismic Binning Grids"".",EPSG,2005-09-09,,1,0
-7400,NTF (Paris) + NGF IGN69,1326,compound,,,,,4807,5720,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-7401,NTF (Paris) / France II + NGF Lallemand,1326,compound,,,,,27582,5719,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,1
-7402,NTF (Paris) / France II + NGF IGN69,1326,compound,,,,,27582,5720,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,1
-7403,NTF (Paris) / France III + NGF IGN69,1733,compound,,,,,27583,5720,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,1
-7404,RT90 + RH70,1225,compound,,,,,4124,5718,Large and medium scale topographic mapping and engineering survey.,When combined with geoid model RN92 forms geographic 3D coordinate system RR92.,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,1997-11-13,,1,0
-7405,OSGB36 / British National Grid + ODN,2792,compound,,,,,27700,5701,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-01-16,2005.88,1,0
-7406,NAD27 + NGVD29,1323,compound,,,,,4267,5702,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-7407,NAD27 / Texas North + NGVD29,2253,compound,,,,,32037,5702,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-7408,RD/NAP,1275,compound,,,,,4289,5709,Large and medium scale topographic mapping and engineering survey.,,http://www.rdnap.nl/,EPSG,2005-09-29,2005.46,1,1
-7409,ETRS89 + EVRF2000,1299,compound,,,,,4258,5730,For pan-European products and services.,,IAG subcommission for Europe,EPSG,2007-02-02,2005.18 2007.014,1,0
-7410,PSHD93,3288,compound,,,,,4134,5724,Oil exploration.,,Petroleum Development Oman,EPSG,2001-06-05,,1,0
-7411,NTF (Paris) / Lambert zone II + NGF Lallemand,1326,compound,,,,,27572,5719,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2001-11-06,,1,0
-7412,NTF (Paris) / Lambert zone II + NGF IGN69,1326,compound,,,,,27572,5719,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2001-11-06,,1,0
-7413,NTF (Paris) / Lambert zone III + NGF IGN69,1733,compound,,,,,27573,5719,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2001-11-06,,1,0
-7414,Tokyo + JSLD,1129,compound,,,,,4301,5723,Large and medium scale topographic mapping and engineering survey.,,EPSG,EPSG,2004-05-09,,1,0
-7415,Amersfoort / RD New + NAP,1275,compound,,,,,28992,5709,Large and medium scale topographic mapping and engineering survey.,,http://www.rdnap.nl/,OGP,2006-01-30,,1,0
-7416,ETRS89 / UTM zone 32N + DVR90,3471,compound,,,,,25832,5799,Large and medium scale topographic mapping and engineering survey.,,Kort & Matrikelstyrelsen,OGP,2006-12-01,,1,0
-7417,ETRS89 / UTM zone 33N + DVR90,3472,compound,,,,,25833,5799,Large and medium scale topographic mapping and engineering survey.,,Kort & Matrikelstyrelsen,OGP,2006-12-01,,1,0
-7418,ETRS89 / Kp2000 Jutland + DVR90,2531,compound,,,,,2196,5799,Large and medium scale topographic mapping and engineering survey.,,Kort & Matrikelstyrelsen,OGP,2006-12-01,,1,0
-7419,ETRS89 / Kp2000 Zealand + DVR90,2532,compound,,,,,2197,5799,Large and medium scale topographic mapping and engineering survey.,,Kort & Matrikelstyrelsen,OGP,2006-12-01,,1,0
-7420,ETRS89 / Kp2000 Bornholm + DVR90,2533,compound,,,,,2198,5799,Large and medium scale topographic mapping and engineering survey.,,Kort & Matrikelstyrelsen,OGP,2006-12-01,,1,0
-20004,Pulkovo 1995 / Gauss-Kruger zone 4,1763,projected,4530,,4200,16204,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 21E (code 2463).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20005,Pulkovo 1995 / Gauss-Kruger zone 5,1764,projected,4530,,4200,16205,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 27E (code 2464).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20006,Pulkovo 1995 / Gauss-Kruger zone 6,1765,projected,4530,,4200,16206,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 33E (code 2465).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20007,Pulkovo 1995 / Gauss-Kruger zone 7,1766,projected,4530,,4200,16207,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 39E (code 2466).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20008,Pulkovo 1995 / Gauss-Kruger zone 8,1767,projected,4530,,4200,16208,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 45E (code 2467).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20009,Pulkovo 1995 / Gauss-Kruger zone 9,1768,projected,4530,,4200,16209,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 51E (code 2468).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20010,Pulkovo 1995 / Gauss-Kruger zone 10,1769,projected,4530,,4200,16210,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 57E (code 2469).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20011,Pulkovo 1995 / Gauss-Kruger zone 11,1770,projected,4530,,4200,16211,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 63E (code 2470).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20012,Pulkovo 1995 / Gauss-Kruger zone 12,1771,projected,4530,,4200,16212,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 69E (code 2471).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20013,Pulkovo 1995 / Gauss-Kruger zone 13,1772,projected,4530,,4200,16213,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 75E (code 2472).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20014,Pulkovo 1995 / Gauss-Kruger zone 14,1773,projected,4530,,4200,16214,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 81E (code 2473).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20015,Pulkovo 1995 / Gauss-Kruger zone 15,1774,projected,4530,,4200,16215,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 87E (code 2474).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20016,Pulkovo 1995 / Gauss-Kruger zone 16,1775,projected,4530,,4200,16216,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 93E (code 2475).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20017,Pulkovo 1995 / Gauss-Kruger zone 17,1776,projected,4530,,4200,16217,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 99E (code 2476).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20018,Pulkovo 1995 / Gauss-Kruger zone 18,1777,projected,4530,,4200,16218,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 105E (code 2477).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20019,Pulkovo 1995 / Gauss-Kruger zone 19,1778,projected,4530,,4200,16219,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 111E (code 2478).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20020,Pulkovo 1995 / Gauss-Kruger zone 20,1779,projected,4530,,4200,16220,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 117E (code 2479).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20021,Pulkovo 1995 / Gauss-Kruger zone 21,1780,projected,4530,,4200,16221,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 123E (code 2480).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20022,Pulkovo 1995 / Gauss-Kruger zone 22,1781,projected,4530,,4200,16222,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 129E (code 2481).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20023,Pulkovo 1995 / Gauss-Kruger zone 23,1782,projected,4530,,4200,16223,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 135E (code 2482).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20024,Pulkovo 1995 / Gauss-Kruger zone 24,1783,projected,4530,,4200,16224,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 141E (code 2483).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20025,Pulkovo 1995 / Gauss-Kruger zone 25,1784,projected,4530,,4200,16225,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 147E (code 2484).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20026,Pulkovo 1995 / Gauss-Kruger zone 26,1785,projected,4530,,4200,16226,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 153E (code 2485).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20027,Pulkovo 1995 / Gauss-Kruger zone 27,1786,projected,4530,,4200,16227,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 159E (code 2486).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20028,Pulkovo 1995 / Gauss-Kruger zone 28,1787,projected,4530,,4200,16228,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 165E (code 2487).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20029,Pulkovo 1995 / Gauss-Kruger zone 29,1788,projected,4530,,4200,16229,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 171E (code 2488).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20030,Pulkovo 1995 / Gauss-Kruger zone 30,1789,projected,4530,,4200,16230,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 177E (code 2489).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20031,Pulkovo 1995 / Gauss-Kruger zone 31,1790,projected,4530,,4200,16231,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 177W (code 2490).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20032,Pulkovo 1995 / Gauss-Kruger zone 32,1791,projected,4530,,4200,16232,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 171W (code 2491).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,2002-06-22,2002.36,1,0
-20064,Pulkovo 1995 / Gauss-Kruger 4N,1763,projected,4530,,4200,16304,,,Truncated form of Gauss-Kruger zone 4,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20065,Pulkovo 1995 / Gauss-Kruger 5N,1764,projected,4530,,4200,16305,,,Truncated form of Gauss-Kruger zone 5,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20066,Pulkovo 1995 / Gauss-Kruger 6N,1765,projected,4530,,4200,16306,,,Truncated form of Gauss-Kruger zone 6,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20067,Pulkovo 1995 / Gauss-Kruger 7N,1766,projected,4530,,4200,16307,,,Truncated form of Gauss-Kruger zone 7,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20068,Pulkovo 1995 / Gauss-Kruger 8N,1767,projected,4530,,4200,16308,,,Truncated form of Gauss-Kruger zone 8,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20069,Pulkovo 1995 / Gauss-Kruger 9N,1768,projected,4530,,4200,16309,,,Truncated form of Gauss-Kruger zone 9,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20070,Pulkovo 1995 / Gauss-Kruger 10N,1769,projected,4530,,4200,16310,,,Truncated form of Gauss-Kruger zone 10,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20071,Pulkovo 1995 / Gauss-Kruger 11N,1770,projected,4530,,4200,16311,,,Truncated form of Gauss-Kruger zone 11,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20072,Pulkovo 1995 / Gauss-Kruger 12N,1771,projected,4530,,4200,16312,,,Truncated form of Gauss-Kruger zone 12,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20073,Pulkovo 1995 / Gauss-Kruger 13N,1772,projected,4530,,4200,16313,,,Truncated form of Gauss-Kruger zone 13,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20074,Pulkovo 1995 / Gauss-Kruger 14N,1773,projected,4530,,4200,16314,,,Truncated form of Gauss-Kruger zone 14,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20075,Pulkovo 1995 / Gauss-Kruger 15N,1774,projected,4530,,4200,16315,,,Truncated form of Gauss-Kruger zone 15,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20076,Pulkovo 1995 / Gauss-Kruger 16N,1775,projected,4530,,4200,16316,,,Truncated form of Gauss-Kruger zone 16,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20077,Pulkovo 1995 / Gauss-Kruger 17N,1776,projected,4530,,4200,16317,,,Truncated form of Gauss-Kruger zone 17,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20078,Pulkovo 1995 / Gauss-Kruger 18N,1777,projected,4530,,4200,16318,,,Truncated form of Gauss-Kruger zone 18,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20079,Pulkovo 1995 / Gauss-Kruger 19N,1778,projected,4530,,4200,16319,,,Truncated form of Gauss-Kruger zone 19,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20080,Pulkovo 1995 / Gauss-Kruger 20N,1779,projected,4530,,4200,16320,,,Truncated form of Gauss-Kruger zone 20,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20081,Pulkovo 1995 / Gauss-Kruger 21N,1780,projected,4530,,4200,16321,,,Truncated form of Gauss-Kruger zone 21,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20082,Pulkovo 1995 / Gauss-Kruger 22N,1781,projected,4530,,4200,16322,,,Truncated form of Gauss-Kruger zone 22,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20083,Pulkovo 1995 / Gauss-Kruger 23N,1782,projected,4530,,4200,16323,,,Truncated form of Gauss-Kruger zone 23,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20084,Pulkovo 1995 / Gauss-Kruger 24N,1783,projected,4530,,4200,16324,,,Truncated form of Gauss-Kruger zone 24,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20085,Pulkovo 1995 / Gauss-Kruger 25N,1784,projected,4530,,4200,16325,,,Truncated form of Gauss-Kruger zone 25,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20086,Pulkovo 1995 / Gauss-Kruger 26N,1785,projected,4530,,4200,16326,,,Truncated form of Gauss-Kruger zone 26,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20087,Pulkovo 1995 / Gauss-Kruger 27N,1786,projected,4530,,4200,16327,,,Truncated form of Gauss-Kruger zone 27,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20088,Pulkovo 1995 / Gauss-Kruger 28N,1787,projected,4530,,4200,16328,,,Truncated form of Gauss-Kruger zone 28,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20089,Pulkovo 1995 / Gauss-Kruger 29N,1788,projected,4530,,4200,16329,,,Truncated form of Gauss-Kruger zone 29,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20090,Pulkovo 1995 / Gauss-Kruger 30N,1789,projected,4530,,4200,16330,,,Truncated form of Gauss-Kruger zone 30,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20091,Pulkovo 1995 / Gauss-Kruger 31N,1790,projected,4530,,4200,16331,,,Truncated form of Gauss-Kruger zone 31,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20092,Pulkovo 1995 / Gauss-Kruger 32N,1791,projected,4530,,4200,16332,,,Truncated form of Gauss-Kruger zone 32,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,1,1
-20135,Adindan / UTM zone 35N,2827,projected,4400,,4201,16035,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2003-01-16,,1,0
-20136,Adindan / UTM zone 36N,2825,projected,4400,,4201,16036,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2003-01-16,,1,0
-20137,Adindan / UTM zone 37N,1552,projected,4400,,4201,16037,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2003-01-16,2002.81,1,0
-20138,Adindan / UTM zone 38N,1553,projected,4400,,4201,16038,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2003-01-16,2002.81,1,0
-20248,AGD66 / AMG zone 48,1556,projected,4400,,4202,17448,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20249,AGD66 / AMG zone 49,1557,projected,4400,,4202,17449,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20250,AGD66 / AMG zone 50,1558,projected,4400,,4202,17450,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20251,AGD66 / AMG zone 51,1559,projected,4400,,4202,17451,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20252,AGD66 / AMG zone 52,1560,projected,4400,,4202,17452,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20253,AGD66 / AMG zone 53,1561,projected,4400,,4202,17453,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20254,AGD66 / AMG zone 54,1567,projected,4400,,4202,17454,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20255,AGD66 / AMG zone 55,1568,projected,4400,,4202,17455,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20256,AGD66 / AMG zone 56,1564,projected,4400,,4202,17456,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20257,AGD66 / AMG zone 57,1565,projected,4400,,4202,17457,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20258,AGD66 / AMG zone 58,1566,projected,4400,,4202,17458,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20348,AGD84 / AMG zone 48,1556,projected,4400,,4203,17448,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20349,AGD84 / AMG zone 49,1557,projected,4400,,4203,17449,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20350,AGD84 / AMG zone 50,1558,projected,4400,,4203,17450,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20351,AGD84 / AMG zone 51,1559,projected,4400,,4203,17451,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20352,AGD84 / AMG zone 52,1560,projected,4400,,4203,17452,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20353,AGD84 / AMG zone 53,1561,projected,4400,,4203,17453,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20354,AGD84 / AMG zone 54,1562,projected,4400,,4203,17454,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20355,AGD84 / AMG zone 55,1563,projected,4400,,4203,17455,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20356,AGD84 / AMG zone 56,1564,projected,4400,,4203,17456,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20357,AGD84 / AMG zone 57,1565,projected,4400,,4203,17457,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20358,AGD84 / AMG zone 58,1566,projected,4400,,4203,17458,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20436,Ain el Abd / UTM zone 36N,3107,projected,4400,,4204,16036,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-05-12,,1,0
-20437,Ain el Abd / UTM zone 37N,1569,projected,4400,,4204,16037,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-05-12,2005.11,1,0
-20438,Ain el Abd / UTM zone 38N,1571,projected,4400,,4204,16038,,,"Large and medium scale topographic mapping and engineering survey. In Kuwait, oil production (but not exploration - see KOC Lambert, code 24600).","Known in Kuwait as ""KOC UTM"". Used by KOC for engineering but not explorartion (see KOC Lambert, code 24600).",,EPSG,2005-05-12,97.59 2005.11,1,0
-20439,Ain el Abd / UTM zone 39N,1570,projected,4400,,4204,16039,,,"Large and medium scale topographic mapping and engineering survey. In Kuwait, oil production (but not exploration - see KOC Lambert, code 24600).","Known in Kuwait as ""KOC UTM"". Used by KOC for engineering but not explorartion (see KOC Lambert, code 24600).",,EPSG,2005-05-12,2005.11,1,0
-20440,Ain el Abd / UTM zone 40N,3106,projected,4400,,4204,16040,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-05-12,,1,0
-20499,Ain el Abd / Bahrain Grid,1040,projected,4400,,4204,19900,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20538,Afgooye / UTM zone 38N,1554,projected,4400,,4205,16038,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20539,Afgooye / UTM zone 39N,1555,projected,4400,,4205,16039,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-20790,Lisbon (Lisbon)/Portuguese National Grid,1294,projected,4499,,4803,19936,,,Large and medium scale topographic mapping and engineering survey for military purposes.,,Instituto Geografico e Cadastral; Lisbon,EPSG,1998-11-11,98.42 2000.551,1,0
-20791,Lisbon (Lisbon)/Portuguese Grid,1294,projected,4499,,4803,19969,,,Large and medium scale topographic mapping and engineering survey.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-20822,Aratu / UTM zone 22S,1572,projected,4400,,4208,16122,,,Oil exploration and production.,,,EPSG,1995-07-21,95.191,1,0
-20823,Aratu / UTM zone 23S,1573,projected,4400,,4208,16123,,,Oil exploration and production.,,,EPSG,1995-07-21,95.191,1,0
-20824,Aratu / UTM zone 24S,1574,projected,4400,,4208,16124,,,Oil exploration and production.,,,EPSG,1995-07-21,95.191,1,0
-20934,Arc 1950 / UTM zone 34S,1575,projected,4400,,4209,16134,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-20935,Arc 1950 / UTM zone 35S,1576,projected,4400,,4209,16135,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-20936,Arc 1950 / UTM zone 36S,1577,projected,4400,,4209,16136,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-21035,Arc 1960 / UTM zone 35S,1579,projected,4400,,4210,16135,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-21036,Arc 1960 / UTM zone 36S,1581,projected,4400,,4210,16136,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-21037,Arc 1960 / UTM zone 37S,1583,projected,4400,,4210,16137,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-21095,Arc 1960 / UTM zone 35N,1578,projected,4400,,4210,16035,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-21096,Arc 1960 / UTM zone 36N,1580,projected,4400,,4210,16036,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-21097,Arc 1960 / UTM zone 37N,1582,projected,4400,,4210,16037,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,,1,0
-21100,Batavia (Jakarta) / NEIEZ,1285,projected,4499,,4813,19905,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-21148,Batavia / UTM zone 48S,1584,projected,4400,,4211,16148,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-21149,Batavia / UTM zone 49S,1586,projected,4400,,4211,16149,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-21150,Batavia / UTM zone 50S,1585,projected,4400,,4211,16150,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-21291,Barbados 1938 / British West Indies Grid,1042,projected,4400,,4212,19942,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by Barbados National Grid (code 21292) from 1983.,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-21292,Barbados 1938 / Barbados National Grid,1042,projected,4400,,4212,19943,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Barbados 1938 / BWI Grid (code 21291) from 1983.,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-21413,Beijing 1954 / Gauss-Kruger zone 13,1587,projected,4530,,4214,16213,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 75E (code 24153). Replaced by Xian 1980 / Gauss-Kruger zone 13 (code 2327).,,EPSG,2002-06-22,2002.16,1,0
-21414,Beijing 1954 / Gauss-Kruger zone 14,1588,projected,4530,,4214,16214,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 81E (code 24154). Replaced by Xian 1980 / Gauss-Kruger zone 14 (code 2328).,,EPSG,2002-06-22,2002.16,1,0
-21415,Beijing 1954 / Gauss-Kruger zone 15,1589,projected,4530,,4214,16215,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 87E (code 24155). Replaced by Xian 1980 / Gauss-Kruger zone 15 (code 2329).,,EPSG,2002-06-22,2002.16,1,0
-21416,Beijing 1954 / Gauss-Kruger zone 16,1590,projected,4530,,4214,16216,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 93E (code 24156). Replaced by Xian 1980 / Gauss-Kruger zone 16 (code 2330).,,EPSG,2002-06-22,2002.16,1,0
-21417,Beijing 1954 / Gauss-Kruger zone 17,1591,projected,4530,,4214,16217,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 99E (code 24157). Replaced by Xian 1980 / Gauss-Kruger zone 17 (code 2331).,,EPSG,2002-06-22,2002.16,1,0
-21418,Beijing 1954 / Gauss-Kruger zone 18,1592,projected,4530,,4214,16218,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 105E (code 24158). Replaced by Xian 1980 / Gauss-Kruger zone 18 (code 2332).,,EPSG,2002-06-22,2002.16,1,0
-21419,Beijing 1954 / Gauss-Kruger zone 19,1593,projected,4530,,4214,16219,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 111E (code 24159). Replaced by Xian 1980 / Gauss-Kruger zone 19 (code 2333).,,EPSG,2002-06-22,2002.16,1,0
-21420,Beijing 1954 / Gauss-Kruger zone 20,1594,projected,4530,,4214,16220,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 117E (code 24160). Replaced by Xian 1980 / Gauss-Kruger zone 20 (code 2334).,,EPSG,2002-06-22,2002.16,1,0
-21421,Beijing 1954 / Gauss-Kruger zone 21,1595,projected,4530,,4214,16221,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 123E (code 24161). Replaced by Xian 1980 / Gauss-Kruger zone 21 (code 2335).,,EPSG,2002-06-22,2002.16,1,0
-21422,Beijing 1954 / Gauss-Kruger zone 22,1596,projected,4530,,4214,16222,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 129E (code 24162). Replaced by Xian 1980 / Gauss-Kruger zone 22 (code 2336).,,EPSG,2002-06-22,2002.16,1,0
-21423,Beijing 1954 / Gauss-Kruger zone 23,1597,projected,4530,,4214,16223,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 135E (code 24163). Replaced by Xian 1980 / Gauss-Kruger zone 23 (code 2337).,,EPSG,2002-06-22,2002.16,1,0
-21453,Beijing 1954 / Gauss-Kruger CM 75E,1587,projected,4530,,4214,16313,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 13 (code 21413). Replaced by Xian 1980 / Gauss-Kruger CM 75E (code 2338).,,EPSG,2002-06-22,,1,0
-21454,Beijing 1954 / Gauss-Kruger CM 81E,1588,projected,4530,,4214,16314,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 14 (code 21414). Replaced by Xian 1980 / Gauss-Kruger CM 81E (code 2339).,,EPSG,2002-06-22,,1,0
-21455,Beijing 1954 / Gauss-Kruger CM 87E,1589,projected,4530,,4214,16315,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 15 (code 21415). Replaced by Xian 1980 / Gauss-Kruger CM 87E (code 2340).,,EPSG,2002-06-22,,1,0
-21456,Beijing 1954 / Gauss-Kruger CM 93E,1590,projected,4530,,4214,16316,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 16 (code 21416). Replaced by Xian 1980 / Gauss-Kruger CM 93E (code 2341).,,EPSG,2002-06-22,,1,0
-21457,Beijing 1954 / Gauss-Kruger CM 99E,1591,projected,4530,,4214,16317,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 17 (code 21417). Replaced by Xian 1980 / Gauss-Kruger CM 99E (code 2342).,,EPSG,2002-06-22,,1,0
-21458,Beijing 1954 / Gauss-Kruger CM 105E,1592,projected,4530,,4214,16318,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 18 (code 21418). Replaced by Xian 1980 / Gauss-Kruger CM 105E (code 2343).,,EPSG,2002-06-22,,1,0
-21459,Beijing 1954 / Gauss-Kruger CM 111E,1593,projected,4530,,4214,16319,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 19 (code 21419). Replaced by Xian 1980 / Gauss-Kruger CM 111E (code 2344).,,EPSG,2002-06-22,,1,0
-21460,Beijing 1954 / Gauss-Kruger CM 117E,1594,projected,4530,,4214,16320,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 20 (code 21420). Replaced by Xian 1980 / Gauss-Kruger CM 117E (code 2345).,,EPSG,2002-06-22,,1,0
-21461,Beijing 1954 / Gauss-Kruger CM 123E,1595,projected,4530,,4214,16321,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 21 (code 21421). Replaced by Xian 1980 / Gauss-Kruger CM 123E (code 2346).,,EPSG,2002-06-22,,1,0
-21462,Beijing 1954 / Gauss-Kruger CM 129E,1596,projected,4530,,4214,16322,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 22 (code 21422). Replaced by Xian 1980 / Gauss-Kruger CM 129E (code 2347).,,EPSG,2002-06-22,,1,0
-21463,Beijing 1954 / Gauss-Kruger CM 135E,1597,projected,4530,,4214,16323,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 33 (code 21423). Replaced by Xian 1980 / Gauss-Kruger CM 135E (code 2348).,,EPSG,2002-06-22,,1,0
-21473,Beijing 1954 / Gauss-Kruger 13N,1587,projected,4530,,4214,16313,,,Truncated form of Gauss-Kruger zone 13,,,EPSG,1995-06-02,,1,1
-21474,Beijing 1954 / Gauss-Kruger 14N,1588,projected,4530,,4214,16314,,,Truncated form of Gauss-Kruger zone 14,,,EPSG,1995-06-02,,1,1
-21475,Beijing 1954 / Gauss-Kruger 15N,1589,projected,4530,,4214,16315,,,Truncated form of Gauss-Kruger zone 15,,,EPSG,1995-06-02,,1,1
-21476,Beijing 1954 / Gauss-Kruger 16N,1590,projected,4530,,4214,16316,,,Truncated form of Gauss-Kruger zone 16,,,EPSG,1995-06-02,,1,1
-21477,Beijing 1954 / Gauss-Kruger 17N,1591,projected,4530,,4214,16317,,,Truncated form of Gauss-Kruger zone 17,,,EPSG,1995-06-02,,1,1
-21478,Beijing 1954 / Gauss-Kruger 18N,1592,projected,4530,,4214,16318,,,Truncated form of Gauss-Kruger zone 18,,,EPSG,1995-06-02,,1,1
-21479,Beijing 1954 / Gauss-Kruger 19N,1593,projected,4530,,4214,16319,,,Truncated form of Gauss-Kruger zone 19,,,EPSG,1995-06-02,,1,1
-21480,Beijing 1954 / Gauss-Kruger 20N,1594,projected,4530,,4214,16320,,,Truncated form of Gauss-Kruger zone 20,,,EPSG,1995-06-02,,1,1
-21481,Beijing 1954 / Gauss-Kruger 21N,1595,projected,4530,,4214,16321,,,Truncated form of Gauss-Kruger zone 21,,,EPSG,1995-06-02,,1,1
-21482,Beijing 1954 / Gauss-Kruger 22N,1596,projected,4530,,4214,16322,,,Truncated form of Gauss-Kruger zone 22,,,EPSG,1995-06-02,,1,1
-21483,Beijing 1954 / Gauss-Kruger 23N,1597,projected,4530,,4214,16323,,,Truncated form of Gauss-Kruger zone 23,,,EPSG,1995-06-02,,1,1
-21500,Belge 1950 (Brussels) / Belge Lambert 50,1347,projected,4499,,4809,19901,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Belge 1972 / Belge Lambert 72 (code 31300) and Belge 1972 / Belgian Lambert 72 (code 31370).,,EPSG,1997-04-11,97.13,1,0
-21780,Bern 1898 (Bern) / LV03C,1286,projected,4498,,4801,19923,,,Large and medium scale topographic mapping and engineering survey.,Replaced by CH1903 / LV03 (code 21781).,,EPSG,1997-06-30,97.27 97.62,1,0
-21781,CH1903 / LV03,1286,projected,4498,,4149,19922,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces LV03C (code 21780). Replaced by CH1903+/LV95 (code 2056).,,EPSG,2005-05-27,2001.29 2005.18,1,0
-21817,Bogota 1975 / UTM zone 17N,1602,projected,4400,,4218,16017,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-10-19,2000.20,1,1
-21818,Bogota 1975 / UTM zone 18N,1603,projected,4400,,4218,16018,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-10-19,2000.20,1,0
-21891,Bogota 1975 / Colombia West zone,1598,projected,4499,,4218,18051,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-10-19,97.11 97.57 2000.20,1,1
-21892,Bogota 1975 / Colombia Bogota zone,1599,projected,4499,,4218,18052,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-10-19,97.11 97.57 2000.20,1,1
-21893,Bogota 1975 / Colombia East Central zone,1600,projected,4499,,4218,18053,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-10-19,97.11 97.57 2000.20,1,1
-21894,Bogota 1975 / Colombia East,1601,projected,4499,,4218,18054,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-10-19,97.11 97.57 2000.20,1,1
-21896,Bogota 1975 / Colombia West zone,1598,projected,4530,,4218,18051,,,Large and medium scale topographic mapping and engineering survey.,Replaced by MAGNA-SIRGAS / Colombia West zone (CRS code 3114).,,EPSG,2005-04-27,,1,0
-21897,Bogota 1975 / Colombia Bogota zone,1599,projected,4530,,4218,18052,,,Large and medium scale topographic mapping and engineering survey.,Replaced by MAGNA-SIRGAS / Colombia Bogota zone (CRS code 3116).,,EPSG,2005-04-27,,1,0
-21898,Bogota 1975 / Colombia East Central zone,1600,projected,4530,,4218,18053,,,Large and medium scale topographic mapping and engineering survey.,Replaced by MAGNA-SIRGAS / Colombia East Central zone (CRS code 3117).,,EPSG,2005-04-27,,1,0
-21899,Bogota 1975 / Colombia East,1601,projected,4530,,4218,18054,,,Large and medium scale topographic mapping and engineering survey.,Replaced by MAGNA-SIRGAS / Colombia East zone (CRS code 3118).,,EPSG,2005-04-27,,1,0
-22032,Camacupa / UTM zone 32S,1606,projected,4400,,4220,16132,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,97.58,1,0
-22033,Camacupa / UTM zone 33S,1607,projected,4400,,4220,16133,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-11-13,97.58,1,0
-22091,Camacupa / TM 11.30 SE,1605,projected,4400,,4220,16611,,,Oil exploration by Esso Angola offshore blocks 15 and 24.,,Esso Angola,EPSG,1998-11-11,,1,0
-22092,Camacupa / TM 12 SE,1604,projected,4400,,4220,16612,,,"Oil exploration by Shell Angola for offshore blocks 1 and 16 and by BP Amoco, Elf and Esso for offshore blocks 31-33.",,Shell Angola,EPSG,1998-11-11,,1,0
-22171,POSGAR 98 / Argentina 1,1608,projected,4530,,4190,18031,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 1 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,EPSG,2005-09-12,,1,0
-22172,POSGAR 98 / Argentina 2,1609,projected,4530,,4190,18032,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 2 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,EPSG,2005-09-12,,1,0
-22173,POSGAR 98 / Argentina 3,1610,projected,4530,,4190,18033,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 3 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,EPSG,2005-09-12,,1,0
-22174,POSGAR 98 / Argentina 4,1611,projected,4530,,4190,18034,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 4 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,EPSG,2005-09-12,,1,0
-22175,POSGAR 98 / Argentina 5,1612,projected,4530,,4190,18035,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 5 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,EPSG,2005-09-12,,1,0
-22176,POSGAR 98 / Argentina 6,1613,projected,4530,,4190,18036,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 6 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,EPSG,2005-09-12,,1,0
-22177,POSGAR 98 / Argentina 7,1614,projected,4530,,4190,18037,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 7 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,EPSG,2005-09-12,,1,0
-22181,POSGAR 94 / Argentina 1,1608,projected,4530,,4694,18031,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 1 for many practical purposes.,Total Argentina.,OGP,2005-09-12,,1,0
-22182,POSGAR 94 / Argentina 2,1609,projected,4530,,4694,18032,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 2 for many practical purposes.,Total Argentina.,OGP,2005-09-12,,1,0
-22183,POSGAR 94 / Argentina 3,1610,projected,4530,,4694,18033,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 3 for many practical purposes.,Total Argentina.,OGP,2005-09-12,,1,0
-22184,POSGAR 94 / Argentina 4,1611,projected,4530,,4694,18034,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 4 for many practical purposes.,Total Argentina.,OGP,2005-09-12,,1,0
-22185,POSGAR 94 / Argentina 5,1612,projected,4530,,4694,18035,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 5 for many practical purposes.,Total Argentina.,OGP,2005-09-12,,1,0
-22186,POSGAR 94 / Argentina 6,1613,projected,4530,,4694,18036,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 6 for many practical purposes.,Total Argentina.,OGP,2005-09-12,,1,0
-22187,POSGAR 94 / Argentina 7,1614,projected,4530,,4694,18037,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 7 for many practical purposes.,Total Argentina.,OGP,2005-09-12,,1,0
-22191,Campo Inchauspe / Argentina 1,1608,projected,4530,,4221,18031,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2002-06-22,97.72 2002.36,1,0
-22192,Campo Inchauspe / Argentina 2,1609,projected,4530,,4221,18032,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2002-06-22,97.72 2002.36,1,0
-22193,Campo Inchauspe / Argentina 3,1610,projected,4530,,4221,18033,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2002-06-22,97.72 2002.36,1,0
-22194,Campo Inchauspe / Argentina 4,1611,projected,4530,,4221,18034,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2002-06-22,97.72 2002.36,1,0
-22195,Campo Inchauspe / Argentina 5,1612,projected,4530,,4221,18035,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2002-06-22,97.72 2002.36,1,0
-22196,Campo Inchauspe / Argentina 6,1613,projected,4530,,4221,18036,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2002-06-22,97.72 2002.36,1,0
-22197,Campo Inchauspe / Argentina 7,1614,projected,4530,,4221,18037,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2002-06-22,97.72 2002.36,1,0
-22234,Cape / UTM zone 34S,1615,projected,4400,,4222,16134,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-12-08,,1,0
-22235,Cape / UTM zone 35S,1617,projected,4400,,4222,16135,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-12-08,,1,0
-22236,Cape / UTM zone 36S,1616,projected,4400,,4222,16136,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-12-08,,1,0
-22275,Cape / Lo15,1454,projected,6503,,4222,17515,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",EPSG,2007-02-12,99.98 2000.04 2007.022,1,0
-22277,Cape / Lo17,1455,projected,6503,,4222,17517,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",EPSG,2007-02-12,99.98 2000.04 2007.022,1,0
-22279,Cape / Lo19,1456,projected,6503,,4222,17519,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",EPSG,2007-02-12,99.98 2000.04 2007.022,1,0
-22281,Cape / Lo21,1457,projected,6503,,4222,17521,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",EPSG,2007-02-12,99.98 2000.04 2007.022,1,0
-22283,Cape / Lo23,1458,projected,6503,,4222,17523,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",EPSG,2007-02-12,99.98 2000.04 2007.022,1,0
-22285,Cape / Lo25,1459,projected,6503,,4222,17525,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",EPSG,2007-02-12,99.98 2000.04 2007.022,1,0
-22287,Cape / Lo27,1460,projected,6503,,4222,17527,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",EPSG,2007-02-12,99.98 2000.04 2007.022,1,0
-22289,Cape / Lo29,1461,projected,6503,,4222,17529,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",EPSG,2007-02-12,99.98 2000.04 2007.022,1,0
-22291,Cape / Lo31,1462,projected,6503,,4222,17531,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",EPSG,2007-02-12,99.98 2000.04 2007.022,1,0
-22293,Cape / Lo33,1463,projected,6503,,4222,17533,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",EPSG,2007-02-12,99.98 2000.04 2007.022,1,0
-22300,Carthage (Paris) / Tunisia Mining Grid,1618,projected,4406,,4816,19937,,,Large and medium scale topographic mapping and engineering survey.,CAUTION: Carthage datum did not exist when the 1953 decree was issued and an inference is that grid should be applied to the Voirol 1875 geogCRS. Common practice assumes that the current Tunisian geodetic datum of Carthage applies.,,EPSG,1998-11-11,,1,0
-22332,Carthage / UTM zone 32N,1489,projected,4400,,4223,16032,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-22391,Carthage / Nord Tunisie,1619,projected,4499,,4223,18181,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-22392,Carthage / Sud Tunisie,1620,projected,4499,,4223,18182,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-22521,Corrego Alegre / UTM zone 21S,3355,projected,4400,,4225,16121,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SAD69 / UTM zone 21S.,OGP,OGP,2005-12-30,,1,0
-22522,Corrego Alegre / UTM zone 22S,3176,projected,4400,,4225,16122,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SAD69 / UTM zone 22S.,OGP,OGP,2005-12-30,,1,0
-22523,Corrego Alegre / UTM zone 23S,3177,projected,4400,,4225,16123,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SAD69 / UTM zone 23S.,IBGE,EPSG,2005-12-30,2005.841,1,0
-22524,Corrego Alegre / UTM zone 24S,1818,projected,4400,,4225,16124,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SAD69 / UTM zone 24S.,IBGE,EPSG,2005-12-30,2005.841,1,0
-22525,Corrego Alegre / UTM zone 25S,3178,projected,4400,,4225,16125,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SAD69 / UTM zone 25S.,OGP,OGP,2005-12-30,,1,0
-22700,Deir ez Zor / Levant Zone,1623,projected,4499,,4227,19940,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Deir ez Zor / Syria Lambert (EPSG code 22770) from 1973.,,EPSG,1999-04-22,,1,0
-22770,Deir ez Zor / Syria Lambert,1623,projected,4499,,4227,19948,,,Large and medium scale topographic mapping and engineering survey.,Replaces Deir ez Zor / Levant zone (EPSG code 22700) from 1973.,,EPSG,1999-10-20,,1,0
-22780,Deir ez Zor / Levant Stereographic,1623,projected,4499,,4227,19949,,,Used prior to World War II for cadastral and large scale topographic mapping.,,,EPSG,2000-10-19,,1,0
-22832,Douala / UTM zone 32N,1060,projected,4400,,4228,16032,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-22991,Egypt 1907 / Blue Belt,1642,projected,4400,,4229,18071,,,Military topographic mapping. Oil industry usually uses Egypt 1907 / Red Belt rather than this projected CRS.,Also known as Egypt 1907 / Green Belt.,,EPSG,2002-07-16,2002.49,1,0
-22992,Egypt 1907 / Red Belt,1643,projected,4400,,4229,18072,,,Large and medium scale topographic mapping and engineering survey.,See also Egypt 1907 / Blue Belt for non oil industry usage in Sinai peninsula.,,EPSG,1995-06-02,,1,0
-22993,Egypt 1907 / Purple Belt,1644,projected,4400,,4229,18073,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-22994,Egypt 1907 / Extended Purple Belt,1645,projected,4400,,4229,18074,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-23028,ED50 / UTM zone 28N,1631,projected,4400,,4230,16028,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,2005.18,1,0
-23029,ED50 / UTM zone 29N,1632,projected,4400,,4230,16029,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,2005.18,1,0
-23030,ED50 / UTM zone 30N,1633,projected,4400,,4230,16030,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-05-27,2005.18,1,0
-23031,ED50 / UTM zone 31N,1634,projected,4400,,4230,16031,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-05-27,2005.18,1,0
-23032,ED50 / UTM zone 32N,1635,projected,4400,,4230,16032,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-05-27,2005.18,1,0
-23033,ED50 / UTM zone 33N,1636,projected,4400,,4230,16033,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-05-27,2005.18,1,0
-23034,ED50 / UTM zone 34N,1637,projected,4400,,4230,16034,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-23035,ED50 / UTM zone 35N,1638,projected,4400,,4230,16035,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-05-27,2005.18,1,0
-23036,ED50 / UTM zone 36N,1639,projected,4400,,4230,16036,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-05-27,2005.18,1,0
-23037,ED50 / UTM zone 37N,1640,projected,4400,,4230,16037,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-05-27,2005.18,1,0
-23038,ED50 / UTM zone 38N,1641,projected,4400,,4230,16038,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-05-27,2005.18,1,0
-23090,ED50 / TM 0 N,1629,projected,4400,,4230,16400,,,Used by Shell UK for UKCS North Sea oil exploration and production.,,Shell UK,EPSG,1998-11-11,,1,0
-23095,ED50 / TM 5 NE,1630,projected,4400,,4230,16405,,,Used by NAM for Dutch Sector of the North Sea oil exploration and production.,,NAM,EPSG,1998-11-11,,1,0
-23239,Fahud / UTM zone 39N,1544,projected,4400,,4232,16039,,,Large and medium scale topographic mapping and engineering survey.,Since 1993 replaced by PSD93 / UTM zone 39N projCRS (code 3439). Maximum differences to Fahud adjustment are 20 metres.,,EPSG,2004-04-07,2004.21,1,0
-23240,Fahud / UTM zone 40N,1545,projected,4400,,4232,16040,,,Large and medium scale topographic mapping and engineering survey.,Since 1993 replaced by PSD93 / UTM zone 40N projCRS (code 3440). Maximum differences to Fahud adjustment are 20 metres.,,EPSG,2004-04-07,2004.21,1,0
-23433,Garoua / UTM zone 33N,1060,projected,4400,,4234,16033,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-23700,HD72 / EOV,1119,projected,4498,,4237,19931,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1997-07-22,,1,0
-23830,DGN95 / Indonesia TM-3 zone 46.2,1647,projected,4499,,4755,17432,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23831,DGN95 / Indonesia TM-3 zone 47.1,3510,projected,4499,,4755,17433,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23832,DGN95 / Indonesia TM-3 zone 47.2,3511,projected,4499,,4755,17434,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23833,DGN95 / Indonesia TM-3 zone 48.1,3512,projected,4499,,4755,17435,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23834,DGN95 / Indonesia TM-3 zone 48.2,3513,projected,4499,,4755,17436,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23835,DGN95 / Indonesia TM-3 zone 49.1,3514,projected,4499,,4755,17437,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23836,DGN95 / Indonesia TM-3 zone 49.2,3515,projected,4499,,4755,17438,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23837,DGN95 / Indonesia TM-3 zone 50.1,3516,projected,4499,,4755,17439,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23838,DGN95 / Indonesia TM-3 zone 50.2,3517,projected,4499,,4755,17440,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23839,DGN95 / Indonesia TM-3 zone 51.1,3518,projected,4499,,4755,17441,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23840,DGN95 / Indonesia TM-3 zone 51.2,3519,projected,4499,,4755,17442,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23841,DGN95 / Indonesia TM-3 zone 52.1,3520,projected,4499,,4755,17443,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23842,DGN95 / Indonesia TM-3 zone 52.2,3521,projected,4499,,4755,17444,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23843,DGN95 / Indonesia TM-3 zone 53.1,3522,projected,4499,,4755,17445,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23844,DGN95 / Indonesia TM-3 zone 53.2,3523,projected,4499,,4755,17446,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23845,DGN95 / Indonesia TM-3 zone 54.1,1663,projected,4499,,4755,17447,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007-05-10,,1,0
-23846,ID74 / UTM zone 46N,1647,projected,4400,,4238,16046,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 46N.,,EPSG,2006-08-25,95.193 95.20 2006.81,1,0
-23847,ID74 / UTM zone 47N,1649,projected,4400,,4238,16047,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 47N.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23848,ID74 / UTM zone 48N,1651,projected,4400,,4238,16048,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 48N.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23849,ID74 / UTM zone 49N,1653,projected,4400,,4238,16049,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 49N.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23850,ID74 / UTM zone 50N,1655,projected,4400,,4238,16050,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 50N.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23851,ID74 / UTM zone 51N,1657,projected,4400,,4238,16051,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 51N.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23852,ID74 / UTM zone 52N,1659,projected,4400,,4238,16052,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 52N.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23853,ID74 / UTM zone 53N,1661,projected,4400,,4238,16053,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-07-21,95.193,1,1
-23866,DGN95 / UTM zone 46N,1647,projected,4400,,4755,16046,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 46N.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23867,DGN95 / UTM zone 47N,1649,projected,4400,,4755,16047,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 47N.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23868,DGN95 / UTM zone 48N,1651,projected,4400,,4755,16048,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 48N.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23869,DGN95 / UTM zone 49N,1653,projected,4400,,4755,16049,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 49N.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23870,DGN95 / UTM zone 50N,1655,projected,4400,,4755,16050,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 50N.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23871,DGN95 / UTM zone 51N,1657,projected,4400,,4755,16051,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 51N.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23872,DGN95 / UTM zone 52N,1659,projected,4400,,4755,16052,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 52N.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23877,DGN95 / UTM zone 47S,1650,projected,4400,,4755,16147,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 47S.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23878,DGN95 / UTM zone 48S,1652,projected,4400,,4755,16148,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 48S.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23879,DGN95 / UTM zone 49S,1654,projected,4400,,4755,16149,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 49S.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23880,DGN95 / UTM zone 50S,1656,projected,4400,,4755,16150,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 50S.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23881,DGN95 / UTM zone 51S,1658,projected,4400,,4755,16151,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 51S.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23882,DGN95 / UTM zone 52S,1660,projected,4400,,4755,16152,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 52S.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23883,DGN95 / UTM zone 53S,1662,projected,4400,,4755,16153,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 53S.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23884,DGN95 / UTM zone 54S,1663,projected,4400,,4755,16154,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 54S.,Bakosurtanal.,OGP,2006-08-25,,1,0
-23886,ID74 / UTM zone 46S,1648,projected,4400,,4238,16146,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-08-08,95.193 95.20,1,1
-23887,ID74 / UTM zone 47S,1650,projected,4400,,4238,16147,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 47S.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23888,ID74 / UTM zone 48S,1652,projected,4400,,4238,16148,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 48S.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23889,ID74 / UTM zone 49S,1654,projected,4400,,4238,16149,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 49S.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23890,ID74 / UTM zone 50S,1656,projected,4400,,4238,16150,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 50S.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23891,ID74 / UTM zone 51S,1658,projected,4400,,4238,16151,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 51S.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23892,ID74 / UTM zone 52S,1660,projected,4400,,4238,16152,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 52S.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23893,ID74 / UTM zone 53S,1662,projected,4400,,4238,16153,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 53S.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23894,ID74 / UTM zone 54S,1663,projected,4400,,4238,16154,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 54S.,,EPSG,2006-08-25,95.193 2006.81,1,0
-23946,Indian 1954 / UTM zone 46N,1664,projected,4400,,4239,16046,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1998-06-13,,1,0
-23947,Indian 1954 / UTM zone 47N,1665,projected,4400,,4239,16047,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-23948,Indian 1954 / UTM zone 48N,1666,projected,4400,,4239,16048,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-24047,Indian 1975 / UTM zone 47N,1667,projected,4400,,4240,16047,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-24048,Indian 1975 / UTM zone 48N,1666,projected,4400,,4240,16048,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-24100,Jamaica 1875 / Jamaica (Old Grid),3342,projected,4403,,4241,19909,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JAD69 / Jamaica National Grid (CRS code 24200).,"Survey Department, Government of Jamaica, 1983.",EPSG,1995-06-02,,1,0
-24200,JAD69 / Jamaica National Grid,3342,projected,4400,,4242,19910,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Jamaica 1875 / Jamaica (Old Grid) (CRS code 24100). Replaced by JAD2001 / Jamaica Metric Grid (CRS code 3448).,"Survey Department, Government of Jamaica, 1983.",EPSG,2007-01-19,2004.51 2007.001,1,0
-24305,Kalianpur 1937 / UTM zone 45N,1674,projected,4400,,4144,16045,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,,1,0
-24306,Kalianpur 1937 / UTM zone 46N,1675,projected,4400,,4144,16046,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,,1,0
-24311,Kalianpur 1962 / UTM zone 41N,1687,projected,4400,,4145,16041,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,,1,0
-24312,Kalianpur 1962 / UTM zone 42N,1688,projected,4400,,4145,16042,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,,1,0
-24313,Kalianpur 1962 / UTM zone 43N,1689,projected,4400,,4145,16043,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,,1,0
-24342,Kalianpur 1975 / UTM zone 42N,1679,projected,4400,,4146,16042,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,,1,0
-24343,Kalianpur 1975 / UTM zone 43N,1680,projected,4400,,4146,16043,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,,1,0
-24344,Kalianpur 1975 / UTM zone 44N,1681,projected,4400,,4146,16044,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,,1,0
-24345,Kalianpur 1975 / UTM zone 45N,1682,projected,4400,,4146,16045,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,,1,0
-24346,Kalianpur 1975 / UTM zone 46N,1683,projected,4400,,4146,16046,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,,1,0
-24347,Kalianpur 1975 / UTM zone 47N,1684,projected,4400,,4146,16047,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,,1,0
-24370,Kalianpur 1880 / India zone 0,1668,projected,4408,,4243,18110,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,97.23,1,0
-24371,Kalianpur 1880 / India zone I,1669,projected,4408,,4243,18111,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,97.23,1,0
-24372,Kalianpur 1880 / India zone IIa,1670,projected,4408,,4243,18112,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,97.23,1,0
-24373,Kalianpur 1880 / India zone III,1672,projected,4408,,4243,18114,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,97.23,1,0
-24374,Kalianpur 1880 / India zone IV,1673,projected,4408,,4243,18116,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,97.23,1,0
-24375,Kalianpur 1937 / India zone IIb,1041,projected,4400,,4144,18238,,,Large and medium scale topographic mapping and engineering survey.,Used by Bangladesh since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and Benoit's 1895 British inch-metre ratio of 39.370115 rounded as Ind ft = 0.30479841m exactly.,,EPSG,1999-10-20,97.23,1,0
-24376,Kalianpur 1962 / India zone I,1685,projected,4400,,4145,18236,,,Large and medium scale topographic mapping and engineering survey.,Used by Pakistan since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded by G.Bomford with slight error as Ind ft = 0.3047996m exactly.,,EPSG,2007-01-25,97.23 2007.011,1,0
-24377,Kalianpur 1962 / India zone IIa,1686,projected,4400,,4145,18237,,,Large and medium scale topographic mapping and engineering survey.,Used by Pakistan since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded by G.Bomford with slight error as Ind ft = 0.3047996m exactly.,,EPSG,2007-01-25,97.23 2007.011,1,0
-24378,Kalianpur 1975 / India zone I,1676,projected,4400,,4146,18231,,,Large and medium scale topographic mapping and engineering survey.,Used by India since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.,,EPSG,2007-01-25,97.23 2007.011,1,0
-24379,Kalianpur 1975 / India zone IIa,1677,projected,4400,,4146,18232,,,Large and medium scale topographic mapping and engineering survey.,Used by India since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.,,EPSG,2007-01-25,97.23 2007.011,1,0
-24380,Kalianpur 1975 / India zone IIb,1678,projected,4400,,4146,18235,,,Large and medium scale topographic mapping and engineering survey.,Used by India since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.,,EPSG,2007-01-25,97.23 2007.011,1,0
-24381,Kalianpur 1975 / India zone III,1672,projected,4400,,4146,18233,,,Large and medium scale topographic mapping and engineering survey.,Used by India since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.,,EPSG,2007-01-25,97.23 2007.011,1,0
-24382,Kalianpur 1880 / India zone IIb,1671,projected,4408,,4243,18113,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,97.23,1,0
-24383,Kalianpur 1975 / India zone IV,1673,projected,4400,,4146,18234,,,Large and medium scale topographic mapping and engineering survey.,Used by India since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.,,EPSG,2007-01-25,97.23 2007.011,1,0
-24500,Kertau 1968 / Singapore Grid,1210,projected,4400,,4245,19920,,,Large and medium scale topographic mapping and engineering survey.,"For cadastral purposes, replaced by SVY21 / Singapore TM (CRS code 3414) from August 2004.",Defence Geographic Centre.,EPSG,2006-10-13,2006.251 2006.891,1,0
-24547,Kertau 1968 / UTM zone 47N,1691,projected,4400,,4245,16047,,,Large and medium scale topographic mapping and engineering survey.,,Defence Geographic Centre.,EPSG,2006-07-24,2006.251,1,0
-24548,Kertau 1968 / UTM zone 48N,1692,projected,4400,,4245,16048,,,Large and medium scale topographic mapping and engineering survey.,,Defence Geographic Centre.,EPSG,2006-07-24,95.192 2006.251,1,0
-24571,Kertau / R.S.O. Malaya (ch),1690,projected,4401,,4245,19935,,,Large and medium scale topographic mapping and engineering survey.,Adopts metric conversion of 39.370113 inches per metre.,,EPSG,1999-10-20,97.231,1,1
-24600,KOC Lambert,3267,projected,4400,,4246,19906,,,"Oil industry exploration (but not production - see Ain el Abd / UTM zone 38N, code 20438).","Used by KOC for exploration but not engineering (see Ain el Abd / UTM zone 38N, code 20438).",,EPSG,2007-05-29,2007.055,1,0
-24718,La Canoa / UTM zone 18N,1693,projected,4400,,4247,16018,,,Large and medium scale topographic mapping and engineering survey.,Sometimes referred to as PSAD56 / UTM zone 18N.,,EPSG,1999-10-20,,1,0
-24719,La Canoa / UTM zone 19N,1694,projected,4400,,4247,16019,,,Large and medium scale topographic mapping and engineering survey.,Sometimes referred to as PSAD56 / UTM zone 19N.,,EPSG,1999-10-20,,1,0
-24720,La Canoa / UTM zone 20N,1695,projected,4400,,4247,16020,,,Large and medium scale topographic mapping and engineering survey.,Sometimes referred to as PSAD56 / UTM zone 20N.,,EPSG,1995-06-02,,1,0
-24817,PSAD56 / UTM zone 17N,3112,projected,4400,,4248,16017,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-07-01,,1,0
-24818,PSAD56 / UTM zone 18N,1756,projected,4400,,4248,16018,,,Large and medium scale topographic mapping and engineering survey.,In Venezuela also known as La Canoa / UTM zone 18N.,,EPSG,1995-06-02,,1,0
-24819,PSAD56 / UTM zone 19N,1758,projected,4400,,4248,16019,,,Large and medium scale topographic mapping and engineering survey.,In Venezuela also known as La Canoa / UTM zone 19N.,,EPSG,1995-06-02,,1,0
-24820,PSAD56 / UTM zone 20N,1760,projected,4400,,4248,16020,,,Large and medium scale topographic mapping and engineering survey.,In Venezuela also known as La Canoa / UTM zone 20N.,,EPSG,1995-06-02,,1,0
-24821,PSAD56 / UTM zone 21N,1762,projected,4400,,4248,16021,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-24877,PSAD56 / UTM zone 17S,1755,projected,4400,,4248,16117,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-24878,PSAD56 / UTM zone 18S,1757,projected,4400,,4248,16118,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-24879,PSAD56 / UTM zone 19S,1759,projected,4400,,4248,16119,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-24880,PSAD56 / UTM zone 20S,1761,projected,4400,,4248,16120,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-24881,PSAD56 / UTM zone 21S,1761,projected,4400,,4248,16121,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-07-01,,1,0
-24882,PSAD56 / UTM zone 22S,1754,projected,4400,,4248,16122,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-04-22,,1,0
-24891,PSAD56 / Peru west zone,1753,projected,4499,,4248,18161,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-24892,PSAD56 / Peru central zone,1752,projected,4499,,4248,18162,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-24893,PSAD56 / Peru east zone,1751,projected,4499,,4248,18163,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-25000,Leigon / Ghana Metre Grid,1104,projected,4400,,4250,19904,,,Large and medium scale topographic mapping and engineering survey.,Replaced Accra / Ghana National Grid (code 2136) in 1978.,,EPSG,1995-06-02,,1,0
-25231,Lome / UTM zone 31N,1232,projected,4400,,4252,16031,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-25391,Luzon 1911 / Philippines zone I,1698,projected,4499,,4253,18171,,,Large and medium scale topographic mapping and engineering survey.,Replaced by PRS92 / Philippines zone 1 (CRS code 3121).,,EPSG,2004-12-24,2004.73,1,0
-25392,Luzon 1911 / Philippines zone II,1699,projected,4499,,4253,18172,,,Large and medium scale topographic mapping and engineering survey.,Replaced by PRS92 / Philippines zone 2 (CRS code 3122).,,EPSG,2004-12-24,2004.73,1,0
-25393,Luzon 1911 / Philippines zone III,1700,projected,4499,,4253,18173,,,Large and medium scale topographic mapping and engineering survey.,Replaced by PRS92 / Philippines zone 3 (CRS code 3123).,,EPSG,2004-12-24,2004.73,1,0
-25394,Luzon 1911 / Philippines zone IV,1701,projected,4499,,4253,18174,,,Large and medium scale topographic mapping and engineering survey.,Replaced by PRS92 / Philippines zone 4 (CRS code 3124).,,EPSG,2004-12-24,2004.73,1,0
-25395,Luzon 1911 / Philippines zone V,1702,projected,4499,,4253,18175,,,Large and medium scale topographic mapping and engineering survey.,Replaced by PRS92 / Philippines zone 5 (CRS code 3125).,,EPSG,2004-12-24,2004.73,1,0
-25700,Makassar (Jakarta) / NEIEZ,1316,projected,4499,,4804,19905,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-25828,ETRS89 / UTM zone 28N,2122,projected,4400,,4258,16028,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,EPSG,2000-10-19,99.11 2000.72,1,0
-25829,ETRS89 / UTM zone 29N,2123,projected,4400,,4258,16029,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,EPSG,2000-10-19,99.11 2000.72,1,0
-25830,ETRS89 / UTM zone 30N,2124,projected,4400,,4258,16030,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,EPSG,2000-10-19,99.11 2000.72,1,0
-25831,ETRS89 / UTM zone 31N,2125,projected,4400,,4258,16031,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,EPSG,2000-10-19,99.11 2000.72,1,0
-25832,ETRS89 / UTM zone 32N,2126,projected,4400,,4258,16032,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,EPSG,2000-10-19,99.11 2000.72,1,0
-25833,ETRS89 / UTM zone 33N,2127,projected,4400,,4258,16033,,,Large and medium scale topographic mapping and engineering survey.,Used for all state of Brandenburg including those areas west of 12 deg E.,,EPSG,2005-05-27,99.11 2000.72,1,0
-25834,ETRS89 / UTM zone 34N,2128,projected,4400,,4258,16034,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,EPSG,2000-10-19,99.11 2000.72,1,0
-25835,ETRS89 / UTM zone 35N,2129,projected,4400,,4258,16035,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,EPSG,2000-10-19,99.11 2000.72,1,0
-25836,ETRS89 / UTM zone 36N,2130,projected,4400,,4258,16036,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,EPSG,2000-10-19,99.11 2000.72,1,0
-25837,ETRS89 / UTM zone 37N,2131,projected,4400,,4258,16037,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,EPSG,2000-10-19,99.11 2000.72,1,0
-25838,ETRS89 / UTM zone 38N,2132,projected,4400,,4258,16038,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,EPSG,2000-10-19,99.11 2000.72,1,0
-25884,ETRS89 / TM Baltic93,1646,projected,4530,,4258,19939,,,Medium and small scale topographic mapping and engineering survey.,"Used as a common coordinate system for the Baltic states and for medium and small scale mapping since 1993. For large scale applications see CRS codes 3300-01 (Estonia), 3059 (Latvia) and 2600 (Lituania).",http://www.geo.ut.ee/,EPSG,2005-09-29,99.11 2000.72 2005.46,1,0
-25932,Malongo 1987 / UTM zone 32S,3180,projected,4400,,4259,16132,,,Oil industry offshore exploration and production from 1987.,"Replaced Mhast (offshore) / UTM zone 32S (CRS code 3354) in 1987. References to ""Mhast"" since 1987 often should have stated ""Malongo 1987"".",ChevronTexaco.,EPSG,2006-01-06,2005.751,1,0
-26191,Merchich / Nord Maroc,1703,projected,4499,,4261,18131,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2002-09-19,2002.64,1,0
-26192,Merchich / Sud Maroc,2787,projected,4499,,4261,18132,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2002-09-19,2002.64,1,0
-26193,Merchich / Sahara,1705,projected,4499,,4261,18133,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-26194,Merchich / Sahara Nord,2788,projected,4499,,4261,18134,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2002-09-19,,1,0
-26195,Merchich / Sahara Sud,2789,projected,4499,,4261,18135,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2002-09-19,,1,0
-26237,Massawa / UTM zone 37N,1089,projected,4400,,4262,16037,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26331,Minna / UTM zone 31N,1716,projected,4400,,4263,16031,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26332,Minna / UTM zone 32N,1717,projected,4400,,4263,16032,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26391,Minna / Nigeria West Belt,1715,projected,4400,,4263,18151,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26392,Minna / Nigeria Mid Belt,1714,projected,4400,,4263,18152,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26393,Minna / Nigeria East Belt,1713,projected,4400,,4263,18153,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26432,Mhast / UTM zone 32S,1318,projected,4400,,4264,16132,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-26591,Monte Mario (Rome) / Italy zone 1,1718,projected,4499,,4806,18121,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-26592,Monte Mario (Rome) / Italy zone 2,1719,projected,4499,,4806,18122,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-26632,M'poraloko / UTM zone 32N,1696,projected,4400,,4266,16032,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26692,M'poraloko / UTM zone 32S,1697,projected,4400,,4266,16132,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26701,NAD27 / UTM zone 1N,3374,projected,4400,,4267,16001,,,Medium scale topographic mapping.,,US Geological Survey,OGP,2006-03-16,,1,0
-26702,NAD27 / UTM zone 2N,3375,projected,4400,,4267,16002,,,Medium scale topographic mapping.,,US Geological Survey,OGP,2006-03-16,,1,0
-26703,NAD27 / UTM zone 3N,2133,projected,4400,,4267,16003,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26704,NAD27 / UTM zone 4N,2134,projected,4400,,4267,16004,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26705,NAD27 / UTM zone 5N,2135,projected,4400,,4267,16005,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26706,NAD27 / UTM zone 6N,2136,projected,4400,,4267,16006,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26707,NAD27 / UTM zone 7N,2137,projected,4400,,4267,16007,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26708,NAD27 / UTM zone 8N,2138,projected,4400,,4267,16008,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26709,NAD27 / UTM zone 9N,2139,projected,4400,,4267,16009,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26710,NAD27 / UTM zone 10N,2140,projected,4400,,4267,16010,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26711,NAD27 / UTM zone 11N,2141,projected,4400,,4267,16011,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26712,NAD27 / UTM zone 12N,2142,projected,4400,,4267,16012,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26713,NAD27 / UTM zone 13N,2143,projected,4400,,4267,16013,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26714,NAD27 / UTM zone 14N,2144,projected,4400,,4267,16014,,,Large and medium scale topographic mapping and engineering survey.,See NAD27 / BLM 14N (feet) (code 32064) for non-metric equivalent used in US Gulf of Mexico.,,EPSG,1995-06-02,,1,0
-26715,NAD27 / UTM zone 15N,2145,projected,4400,,4267,16015,,,Large and medium scale topographic mapping and engineering survey.,In Ontario replaced by NAD27(76) / UTM zone 15N (code 2027). See NAD27 / BLM 15N (feet) (code 32065) for non-metric equivalent used in US Gulf of Mexico.,,EPSG,1995-06-02,,1,0
-26716,NAD27 / UTM zone 16N,2146,projected,4400,,4267,16016,,,Large and medium scale topographic mapping and engineering survey.,In Ontario replaced by NAD27(76) / UTM zone 16N (code 2028). See NAD27 / BLM 16N (feet) (code 32066) for non-metric equivalent used in US Gulf of Mexico.,,EPSG,1995-06-02,,1,0
-26717,NAD27 / UTM zone 17N,2147,projected,4400,,4267,16017,,,Large and medium scale topographic mapping and engineering survey.,In Ontario replaced by NAD27(76) / UTM zone 17N (code 2029). In Quebec replaced by NAD27(CGQ77) / UTM zone 17N (code 2031). See NAD27 / BLM 17N (feet) (code 32067) for non-metric equivalent used in US Gulf of Mexico.,,EPSG,1995-06-02,,1,0
-26718,NAD27 / UTM zone 18N,2148,projected,4400,,4267,16018,,,Large and medium scale topographic mapping and engineering survey.,In Ontario replaced by NAD27(76) / UTM zone 18N (code 2030). In Quebec replaced by NAD27(CGQ77) / UTM zone 18N (code 2032).,,EPSG,1995-06-02,,1,0
-26719,NAD27 / UTM zone 19N,2149,projected,4400,,4267,16019,,,Large and medium scale topographic mapping and engineering survey.,In Quebec replaced by NAD27(CGQ77) / UTM zone 19N (code 2033).,,EPSG,1995-06-02,,1,0
-26720,NAD27 / UTM zone 20N,2150,projected,4400,,4267,16020,,,Large and medium scale topographic mapping and engineering survey.,In Quebec replaced by NAD27(CGQ77) / UTM zone 20N (code 2034).,,EPSG,1995-06-02,,1,0
-26721,NAD27 / UTM zone 21N,2151,projected,4400,,4267,16021,,,Large and medium scale topographic mapping and engineering survey.,In Quebec replaced by NAD27(CGQ77) / UTM zone 21N (code 2035).,,EPSG,1995-06-02,,1,0
-26722,NAD27 / UTM zone 22N,2152,projected,4400,,4267,16022,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26729,NAD27 / Alabama East,2154,projected,4497,,4267,10101,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26730,NAD27 / Alabama West,2155,projected,4497,,4267,10102,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26731,NAD27 / Alaska zone 1,2156,projected,4497,,4267,15001,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26732,NAD27 / Alaska zone 2,2158,projected,4497,,4267,15002,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26733,NAD27 / Alaska zone 3,2159,projected,4497,,4267,15003,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26734,NAD27 / Alaska zone 4,2160,projected,4497,,4267,15004,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26735,NAD27 / Alaska zone 5,2161,projected,4497,,4267,15005,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26736,NAD27 / Alaska zone 6,2162,projected,4497,,4267,15006,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26737,NAD27 / Alaska zone 7,2163,projected,4497,,4267,15007,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26738,NAD27 / Alaska zone 8,2164,projected,4497,,4267,15008,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26739,NAD27 / Alaska zone 9,2165,projected,4497,,4267,15009,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26740,NAD27 / Alaska zone 10,2157,projected,4497,,4267,15010,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26741,NAD27 / California zone I,2175,projected,4497,,4267,10401,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26742,NAD27 / California zone II,2176,projected,4497,,4267,10402,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26743,NAD27 / California zone III,2177,projected,4497,,4267,10403,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26744,NAD27 / California zone IV,2178,projected,4497,,4267,10404,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26745,NAD27 / California zone V,2179,projected,4497,,4267,10405,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26746,NAD27 / California zone VI,2180,projected,4497,,4267,10406,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26747,NAD27 / California zone VII,2181,projected,4497,,4267,10407,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-26748,NAD27 / Arizona East,2167,projected,4497,,4267,10201,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,95.25 2000.091,1,0
-26749,NAD27 / Arizona Central,2166,projected,4497,,4267,10202,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-08-22,95.25,1,0
-26750,NAD27 / Arizona West,2168,projected,4497,,4267,10203,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,95.25 2000.091,1,0
-26751,NAD27 / Arkansas North,2169,projected,4497,,4267,10301,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26752,NAD27 / Arkansas South,2170,projected,4497,,4267,10302,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26753,NAD27 / Colorado North,2184,projected,4497,,4267,10501,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26754,NAD27 / Colorado Central,2183,projected,4497,,4267,10502,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26755,NAD27 / Colorado South,2185,projected,4497,,4267,10503,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26756,NAD27 / Connecticut,1377,projected,4497,,4267,10600,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26757,NAD27 / Delaware,1378,projected,4497,,4267,10700,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26758,NAD27 / Florida East,2186,projected,4497,,4267,10901,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26759,NAD27 / Florida West,2188,projected,4497,,4267,10902,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26760,NAD27 / Florida North,2187,projected,4497,,4267,10903,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26766,NAD27 / Georgia East,2189,projected,4497,,4267,11001,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26767,NAD27 / Georgia West,2190,projected,4497,,4267,11002,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26768,NAD27 / Idaho East,2192,projected,4497,,4267,11101,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26769,NAD27 / Idaho Central,2191,projected,4497,,4267,11102,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26770,NAD27 / Idaho West,2193,projected,4497,,4267,11103,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26771,NAD27 / Illinois East,2194,projected,4497,,4267,11201,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26772,NAD27 / Illinois West,2195,projected,4497,,4267,11202,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26773,NAD27 / Indiana East,2196,projected,4497,,4267,11301,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26774,NAD27 / Indiana West,2197,projected,4497,,4267,11302,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26775,NAD27 / Iowa North,2198,projected,4497,,4267,11401,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26776,NAD27 / Iowa South,2199,projected,4497,,4267,11402,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26777,NAD27 / Kansas North,2200,projected,4497,,4267,11501,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26778,NAD27 / Kansas South,2201,projected,4497,,4267,11502,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26779,NAD27 / Kentucky North,2202,projected,4497,,4267,11601,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26780,NAD27 / Kentucky South,2203,projected,4497,,4267,11602,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26781,NAD27 / Louisiana North,2204,projected,4497,,4267,11701,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26782,NAD27 / Louisiana South,2205,projected,4497,,4267,11702,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26783,NAD27 / Maine East,2206,projected,4497,,4267,11801,,,Large and medium scale topographic mapping and engineering survey.,"From 1/1/2001, replaced by Maine Coordinate System of 2000.",,EPSG,2000-03-07,2000.091,1,0
-26784,NAD27 / Maine West,2207,projected,4497,,4267,11802,,,Large and medium scale topographic mapping and engineering survey.,"From 1/1/2001, replaced by Maine Coordinate System of 2000.",,EPSG,2000-03-07,2000.091,1,0
-26785,NAD27 / Maryland,1389,projected,4497,,4267,11900,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26786,NAD27 / Massachusetts Mainland,2209,projected,4497,,4267,12001,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26787,NAD27 / Massachusetts Island,2208,projected,4497,,4267,12002,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26791,NAD27 / Minnesota North,2214,projected,4497,,4267,12201,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26792,NAD27 / Minnesota Central,2213,projected,4497,,4267,12202,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26793,NAD27 / Minnesota South,2215,projected,4497,,4267,12203,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26794,NAD27 / Mississippi East,2216,projected,4497,,4267,12301,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26795,NAD27 / Mississippi West,2217,projected,4497,,4267,12302,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26796,NAD27 / Missouri East,2219,projected,4497,,4267,12401,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-26797,NAD27 / Missouri Central,2218,projected,4497,,4267,12402,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26798,NAD27 / Missouri West,2220,projected,4497,,4267,12403,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26799,NAD27 / California zone VII,2181,projected,4497,,4267,10408,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-07-05,,1,0
-26801,NAD Michigan / Michigan East,1720,projected,4497,,4268,12101,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NAD Michigan / Michigan Central and South zones (CRS codes 26812 and 26813).,,EPSG,2005-05-21,95.25 97.19 98.22 2000.091 2005.24,1,0
-26802,NAD Michigan / Michigan Old Central,1721,projected,4497,,4268,12102,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NAD Michigan / Michigan Central and South zones (CRS codes 26812 and 26813).,,EPSG,2005-05-21,95.25 97.19 98.22 2005.24,1,0
-26803,NAD Michigan / Michigan West,1723,projected,4497,,4268,12103,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NAD Michigan / Michigan North zone (CRS code 26811).,,EPSG,2005-05-21,95.25 97.19 98.22 2000.091 2005.24,1,0
-26811,NAD Michigan / Michigan North,1723,projected,4497,,4268,12111,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD Michigan / Michigan North zone (CRS code 26803).,,EPSG,2005-05-21,96.28 98.22 2005.24,1,0
-26812,NAD Michigan / Michigan Central,1724,projected,4497,,4268,12112,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD Michigan / Michigan Central and South zones (CRS codes 26801-02).,,EPSG,2005-05-21,96.28 97.19 98.22 2005.24,1,0
-26813,NAD Michigan / Michigan South,1725,projected,4497,,4268,12113,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD Michigan / Michigan North zone (CRS code 26803).,,EPSG,2005-05-21,96.28 97.19 98.22 2005.24,1,0
-26901,NAD83 / UTM zone 1N,3374,projected,4400,,4269,16001,,,Medium scale topographic mapping.,Replaces NAD27 / UTM zone 1N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 1N.,US Geological Survey,OGP,2007-05-29,2007.037,1,0
-26902,NAD83 / UTM zone 2N,3375,projected,4400,,4269,16002,,,Medium scale topographic mapping.,Replaces NAD27 / UTM zone 2N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 2N.,US Geological Survey,OGP,2007-05-29,2007.037,1,0
-26903,NAD83 / UTM zone 3N,2133,projected,4400,,4269,16003,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 3N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 3N.,,EPSG,2007-05-29,2007.037,1,0
-26904,NAD83 / UTM zone 4N,3489,projected,4400,,4269,16004,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 4N in Alaska and Old Hawaii / UTM zone 4N in Hawaii. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 4N in Alaska and NAD83(HARN) UTM zone 4N in Hawaii.,,EPSG,2007-05-29,2007.037,1,0
-26905,NAD83 / UTM zone 5N,3492,projected,4400,,4269,16005,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 5N in Alaska and Old Hawaii / UTM zone 5N in Hawaii. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 5N in Alaska and NAD83(HARN) UTM zone 5N in Hawaii.,,EPSG,2007-05-29,2007.037,1,0
-26906,NAD83 / UTM zone 6N,2136,projected,4400,,4269,16006,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 6N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 6N.,,EPSG,2007-05-29,2007.037,1,0
-26907,NAD83 / UTM zone 7N,2137,projected,4400,,4269,16007,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 7N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 7N in Canada and NAD83(NSRS2007) / UTM zone 7N in US.,,EPSG,2007-05-29,2007.037,1,0
-26908,NAD83 / UTM zone 8N,2138,projected,4400,,4269,16008,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 8N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 8N in Canada and NAD83(NSRS2007) / UTM zone 8N in US.,,EPSG,2007-05-29,2007.037,1,0
-26909,NAD83 / UTM zone 9N,2139,projected,4400,,4269,16009,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 9N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 9N in Canada and NAD83(NSRS2007) / UTM zone 9N in US.,,EPSG,2007-05-29,2007.037,1,0
-26910,NAD83 / UTM zone 10N,2140,projected,4400,,4269,16010,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 10N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 10N in Canada and NAD83(HARN) / UTM zone 10N in US.,,EPSG,2007-05-29,2007.037,1,0
-26911,NAD83 / UTM zone 11N,3404,projected,4400,,4269,16011,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 11N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 11N in Canada and NAD83(HARN) / UTM zone 11N in US.,,EPSG,2007-05-29,2006.464 2007.037,1,0
-26912,NAD83 / UTM zone 12N,3405,projected,4400,,4269,16012,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 12N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 12N in Canada and NAD83(HARN) / UTM zone 12N in US.,,EPSG,2007-05-29,2006.464 2007.037,1,0
-26913,NAD83 / UTM zone 13N,3406,projected,4400,,4269,16013,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 13N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 13N in Canada and NAD83(HARN) / UTM zone 13N in US.,,EPSG,2007-05-29,2006.464 2007.037,1,0
-26914,NAD83 / UTM zone 14N,3407,projected,4400,,4269,16014,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 14N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 14N in Canada and NAD83(HARN) / UTM zone 14N in US.,,EPSG,2007-05-29,2006.464 2007.037,1,0
-26915,NAD83 / UTM zone 15N,3114,projected,4400,,4269,16015,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 15N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 15N in Canada and NAD83(HARN) / UTM zone 15N in US.,,EPSG,2007-05-29,2006.392 2007.037,1,0
-26916,NAD83 / UTM zone 16N,3115,projected,4400,,4269,16016,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 15N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 16N in Canada and NAD83(HARN) / UTM zone 16N in US.,,EPSG,2007-05-29,2006.392 2007.037,1,0
-26917,NAD83 / UTM zone 17N,3116,projected,4400,,4269,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 17N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 17N in Canada and NAD83(HARN) / UTM zone 17N in US.,,EPSG,2007-05-29,2006.392 2007.037,1,0
-26918,NAD83 / UTM zone 18N,3117,projected,4400,,4269,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 18N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 18N in Canada and NAD83(HARN) / UTM zone 18N in US.,,EPSG,2007-05-29,2006.392 2007.037,1,0
-26919,NAD83 / UTM zone 19N,3419,projected,4400,,4269,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 19N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 19N in Canada and NAD83(HARN) / UTM zone 19N in US.,,EPSG,2007-05-29,2006.464 2007.037,1,0
-26920,NAD83 / UTM zone 20N,3420,projected,4400,,4269,16020,,,Large and medium scale topographic mapping and engineering survey.,"Replaces NAD27 / UTM zone 20N. In Canada, for accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 20N.",,EPSG,2007-05-29,2006.464 2007.037,1,0
-26921,NAD83 / UTM zone 21N,2151,projected,4400,,4269,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 21N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 21N.,,EPSG,2007-05-29,2007.037,1,0
-26922,NAD83 / UTM zone 22N,2152,projected,4400,,4269,16022,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 22N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 22N.,,EPSG,2007-05-29,2007.037,1,0
-26923,NAD83 / UTM zone 23N,2153,projected,4400,,4269,16023,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26929,NAD83 / Alabama East,2154,projected,4499,,4269,10131,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26930,NAD83 / Alabama West,2155,projected,4499,,4269,10132,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26931,NAD83 / Alaska zone 1,2156,projected,4499,,4269,15031,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26932,NAD83 / Alaska zone 2,2158,projected,4499,,4269,15032,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26933,NAD83 / Alaska zone 3,2159,projected,4499,,4269,15033,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26934,NAD83 / Alaska zone 4,2160,projected,4499,,4269,15034,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26935,NAD83 / Alaska zone 5,2161,projected,4499,,4269,15035,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26936,NAD83 / Alaska zone 6,2162,projected,4499,,4269,15036,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26937,NAD83 / Alaska zone 7,2163,projected,4499,,4269,15037,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26938,NAD83 / Alaska zone 8,2164,projected,4499,,4269,15038,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26939,NAD83 / Alaska zone 9,2165,projected,4499,,4269,15039,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26940,NAD83 / Alaska zone 10,2157,projected,4499,,4269,15040,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-26941,NAD83 / California zone 1,2175,projected,4499,,4269,10431,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2225 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26942,NAD83 / California zone 2,2176,projected,4499,,4269,10432,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2226 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26943,NAD83 / California zone 3,2177,projected,4499,,4269,10433,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2227 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26944,NAD83 / California zone 4,2178,projected,4499,,4269,10434,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2228 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26945,NAD83 / California zone 5,2182,projected,4499,,4269,10435,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2229 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26946,NAD83 / California zone 6,2180,projected,4499,,4269,10436,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2230 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26948,NAD83 / Arizona East,2167,projected,4499,,4269,10231,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2222 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26949,NAD83 / Arizona Central,2166,projected,4499,,4269,10232,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2223 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26950,NAD83 / Arizona West,2168,projected,4499,,4269,10233,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2224 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26951,NAD83 / Arkansas North,2169,projected,4499,,4269,10331,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3433 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2006.903,1,0
-26952,NAD83 / Arkansas South,2170,projected,4499,,4269,10332,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3434 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2006.903,1,0
-26953,NAD83 / Colorado North,2184,projected,4499,,4269,10531,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2231 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26954,NAD83 / Colorado Central,2183,projected,4499,,4269,10532,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2232 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26955,NAD83 / Colorado South,2185,projected,4499,,4269,10533,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2233 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26956,NAD83 / Connecticut,1377,projected,4499,,4269,10630,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2234 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26957,NAD83 / Delaware,1378,projected,4499,,4269,10730,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2235 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26958,NAD83 / Florida East,2186,projected,4499,,4269,10931,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2236 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26959,NAD83 / Florida West,2188,projected,4499,,4269,10932,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2237 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26960,NAD83 / Florida North,2187,projected,4499,,4269,10933,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2238 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26961,NAD83 / Hawaii zone 1,1546,projected,4499,,4269,15131,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26962,NAD83 / Hawaii zone 2,1547,projected,4499,,4269,15132,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26963,NAD83 / Hawaii zone 3,1548,projected,4499,,4269,15133,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26964,NAD83 / Hawaii zone 4,1549,projected,4499,,4269,15134,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26965,NAD83 / Hawaii zone 5,1550,projected,4499,,4269,15135,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26966,NAD83 / Georgia East,2189,projected,4499,,4269,11031,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2239 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26967,NAD83 / Georgia West,2190,projected,4499,,4269,11032,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2240 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26968,NAD83 / Idaho East,2192,projected,4499,,4269,11131,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2241 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26969,NAD83 / Idaho Central,2191,projected,4499,,4269,11132,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2242 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26970,NAD83 / Idaho West,2193,projected,4499,,4269,11133,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2243 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26971,NAD83 / Illinois East,2194,projected,4499,,4269,11231,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3435 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2000.091 2006.903,1,0
-26972,NAD83 / Illinois West,2195,projected,4499,,4269,11232,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3436 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2000.091 2006.903,1,0
-26973,NAD83 / Indiana East,2196,projected,4499,,4269,11331,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2965 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2002-10-13,2000.091 2002.770,1,0
-26974,NAD83 / Indiana West,2197,projected,4499,,4269,11332,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2966 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2002-10-13,2000.091 2002.770,1,0
-26975,NAD83 / Iowa North,2198,projected,4499,,4269,11431,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3417 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2006.903,1,0
-26976,NAD83 / Iowa South,2199,projected,4499,,4269,11432,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3418 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2006.903,1,0
-26977,NAD83 / Kansas North,2200,projected,4499,,4269,11531,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3419 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2006.903,1,0
-26978,NAD83 / Kansas South,2201,projected,4499,,4269,11532,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3420 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2006.903,1,0
-26979,NAD83 / Kentucky North,2202,projected,4499,,4269,11631,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,1
-26980,NAD83 / Kentucky South,2203,projected,4499,,4269,11632,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2247 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26981,NAD83 / Louisiana North,2204,projected,4499,,4269,11731,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3451 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-01-19,,1,0
-26982,NAD83 / Louisiana South,2529,projected,4499,,4269,11732,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3452 for equivalent non-metric definition. For onshore applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-01-19,2006.392,1,0
-26983,NAD83 / Maine East,2206,projected,4499,,4269,11831,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS. From 1/1/2001, replaced by Maine Coordinate System of 2000.",,EPSG,2000-03-07,2000.091,1,0
-26984,NAD83 / Maine West,2207,projected,4499,,4269,11832,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS. From 1/1/2001, replaced by Maine Coordinate System of 2000.",,EPSG,2000-03-07,2000.091,1,0
-26985,NAD83 / Maryland,1389,projected,4499,,4269,11930,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2248 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26986,NAD83 / Massachusetts Mainland,2209,projected,4499,,4269,12031,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2249 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26987,NAD83 / Massachusetts Island,2208,projected,4499,,4269,12032,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2250 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26988,NAD83 / Michigan North,1723,projected,4499,,4269,12141,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2251 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26989,NAD83 / Michigan Central,1724,projected,4499,,4269,12142,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2252 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26990,NAD83 / Michigan South,1725,projected,4499,,4269,12143,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2253 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26991,NAD83 / Minnesota North,2214,projected,4499,,4269,12231,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26992,NAD83 / Minnesota Central,2213,projected,4499,,4269,12232,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26993,NAD83 / Minnesota South,2215,projected,4499,,4269,12233,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26994,NAD83 / Mississippi East,2216,projected,4499,,4269,12331,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2254 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26995,NAD83 / Mississippi West,2217,projected,4499,,4269,12332,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2255 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26996,NAD83 / Missouri East,2219,projected,4499,,4269,12431,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-26997,NAD83 / Missouri Central,2218,projected,4499,,4269,12432,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-26998,NAD83 / Missouri West,2220,projected,4499,,4269,12433,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-27037,Nahrwan 1967 / UTM zone 37N,3387,projected,4400,,4270,16037,,,Large and medium scale topographic mapping and engineering survey.,Replaces Nahrwan 1934 / Iraq zone (projCRS code 3394) and replaced by Karbala 1979 (Polservice) / UTM zone 37N (projCRS code 3391).,,EPSG,2006-06-02,,1,0
-27038,Nahrwan 1967 / UTM zone 38N,3386,projected,4400,,4270,16038,,,Large and medium scale topographic mapping and engineering survey.,"In Iraq, replaces Nahrwan 1934 / Iraq zone (projCRS code 3394) and replaced by Karbala 1979 (Polservice) / UTM zone 38N (projCRS code 3392).",,EPSG,2006-06-02,2006.34,1,0
-27039,Nahrwan 1967 / UTM zone 39N,1749,projected,4400,,4270,16039,,,Large and medium scale topographic mapping and engineering survey.,"In Iraq, replaces Nahrwan 1934 / Iraq zone (projCRS code 3394) and replaced by Karbala 1979 (Polservice) / UTM zone 39N (projCRS code 3393).",,EPSG,2006-06-02,96.12 2006.34,1,0
-27040,Nahrwan 1967 / UTM zone 40N,1750,projected,4400,,4270,16040,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-27120,Naparima 1972 / UTM zone 20N,1322,projected,4400,,4271,16020,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.351,1,0
-27200,NZGD49 / New Zealand Map Grid,3285,projected,4400,,4272,19917,,,Large and medium scale topographic mapping and engineering survey.,Replaces 27291 (NZGD49 / North Island Grid) and 27292 (NZGD49 / South Island Grid) from 1972.,,EPSG,2000-10-19,2000.702,1,0
-27205,NZGD49 / Mount Eden Circuit,1501,projected,4500,,4272,17901,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount Eden Circuit 2000 (code 2105) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27206,NZGD49 / Bay of Plenty Circuit,1500,projected,4500,,4272,17902,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Bay of Plenty Circuit 2000 (code 2106) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27207,NZGD49 / Poverty Bay Circuit,1500,projected,4500,,4272,17903,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Poverty Bay Circuit 2000 (code 2107) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27208,NZGD49 / Hawkes Bay Circuit,1500,projected,4500,,4272,17904,,,Cadastral survey.,Replaced Hawkes Bay 1931 datum with Imperial measure version of projection in 1972. Replaced by NZGD2000 / Hawkes Bay Circuit 2000 (code 2108) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27209,NZGD49 / Taranaki Circuit,1500,projected,4500,,4272,17905,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Taranaki Circuit 2000 (code 2109) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27210,NZGD49 / Tuhirangi Circuit,1500,projected,4500,,4272,17906,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Tuhirangi Circuit 2000 (code 2110) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27211,NZGD49 / Wanganui Circuit,1500,projected,4500,,4272,17907,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Wanganui Circuit 2000 (code 2111) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27212,NZGD49 / Wairarapa Circuit,1500,projected,4500,,4272,17908,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Wairarapa Circuit 2000 (code 2112) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27213,NZGD49 / Wellington Circuit,1500,projected,4500,,4272,17909,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Wellington Circuit 2000 (code 2113) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27214,NZGD49 / Collingwood Circuit,1501,projected,4500,,4272,17910,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Collingwood Circuit 2000 (code 2114) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27215,NZGD49 / Nelson Circuit,1501,projected,4500,,4272,17911,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Nelson Circuit 2000 (code 2115) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27216,NZGD49 / Karamea Circuit,1501,projected,4500,,4272,17912,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Karamea Circuit 2000 (code 2116) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27217,NZGD49 / Buller Circuit,1501,projected,4500,,4272,17913,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Buller Circuit 2000 (code 2117) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27218,NZGD49 / Grey Circuit,1501,projected,4500,,4272,17914,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Grey Circuit 2000 (code 2118) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27219,NZGD49 / Amuri Circuit,1501,projected,4500,,4272,17915,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Amuri Circuit 2000 (code 2119) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27220,NZGD49 / Marlborough Circuit,1501,projected,4500,,4272,17916,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Marlborough Circuit 2000 (code 2120) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27221,NZGD49 / Hokitika Circuit,1501,projected,4500,,4272,17917,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Hokitika Circuit 2000 (code 2121) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27222,NZGD49 / Okarito Circuit,1501,projected,4500,,4272,17918,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Okarito Circuit 2000 (code 2122) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27223,NZGD49 / Jacksons Bay Circuit,1501,projected,4500,,4272,17919,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Jacksons Bay Circuit 2000 (code 2123) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27224,NZGD49 / Mount Pleasant Circuit,1501,projected,4500,,4272,17920,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount Pleasant Circuit 2000 (code 2124) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27225,NZGD49 / Gawler Circuit,1501,projected,4500,,4272,17921,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Gawler Circuit 2000 (code 2125) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27226,NZGD49 / Timaru Circuit,1501,projected,4500,,4272,17922,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Timaru Circuit 2000 (code 2126) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27227,NZGD49 / Lindis Peak Circuit,1501,projected,4500,,4272,17923,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Lindis Peak Circuit 2000 (code 2127) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27228,NZGD49 / Mount Nicholas Circuit,1501,projected,4500,,4272,17924,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount Nicholas Circuit 2000 (code 2128) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27229,NZGD49 / Mount York Circuit,1501,projected,4500,,4272,17925,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount York Circuit 2000 (code 2129) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27230,NZGD49 / Observation Point Circuit,1501,projected,4500,,4272,17926,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Observation Point Circuit 2000 (code 2130) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27231,NZGD49 / North Taieri Circuit,1501,projected,4500,,4272,17927,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / North Taieri Circuit 2000 (code 2131) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27232,NZGD49 / Bluff Circuit,1501,projected,4500,,4272,17928,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Bluff Circuit 2000 (code 2132) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,EPSG,2000-10-19,,1,0
-27258,NZGD49 / UTM zone 58S,1502,projected,4400,,4272,16158,,,Oil exploration.,Replaced by NZGD2000 / UTM zone 58S (code 2133) from March 2000.,,EPSG,2000-10-19,,1,0
-27259,NZGD49 / UTM zone 59S,1503,projected,4400,,4272,16159,,,Oil exploration.,Replaced by NZGD2000 / UTM zone 59S (code 2134) from March 2000.,,EPSG,2000-10-19,,1,0
-27260,NZGD49 / UTM zone 60S,1504,projected,4400,,4272,16160,,,Oil exploration.,Replaced by NZGD2000 / UTM zone 60S (code 2135) from March 2000.,,EPSG,2000-10-19,,1,0
-27291,NZGD49 / North Island Grid,1500,projected,4409,,4272,18141,,,Large and medium scale topographic mapping and engineering survey.,Sears 1922 British foot-metre conversion factor applied to ellipsoid. Replaced by 27200 (GD49 / New Zealand Map Grid) in 1972.,,EPSG,2000-10-19,97.231 2000.702,1,0
-27292,NZGD49 / South Island Grid,3344,projected,4409,,4272,18142,,,Large and medium scale topographic mapping and engineering survey.,Sears 1922 British foot-metre conversion factor applied to ellipsoid. Replaced by 27200 (GD49 / New Zealand Map Grid) in 1972.,,EPSG,2000-10-19,97.231 2000.702,1,0
-27391,NGO 1948 (Oslo) / NGO zone I,1741,projected,4531,,4817,18221,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 32N.,,EPSG,2005-05-27,2005.18,1,0
-27392,NGO 1948 (Oslo) / NGO zone II,1742,projected,4531,,4817,18222,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 32N.,,EPSG,2005-05-27,2005.18,1,0
-27393,NGO 1948 (Oslo) / NGO zone III,1743,projected,4531,,4817,18223,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 32N.,,EPSG,2005-05-27,2005.18,1,0
-27394,NGO 1948 (Oslo) / NGO zone IV,1744,projected,4531,,4817,18224,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 32N and ETRF89 / UTM zone 33N.,,EPSG,2005-05-27,2005.18,1,0
-27395,NGO 1948 (Oslo) / NGO zone V,1745,projected,4531,,4817,18225,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 33N and ETRF89 / UTM zone 34N.,,EPSG,2005-05-27,2005.18,1,0
-27396,NGO 1948 (Oslo) / NGO zone VI,1746,projected,4531,,4817,18226,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 34N.,,EPSG,2005-05-27,2005.18,1,0
-27397,NGO 1948 (Oslo) / NGO zone VII,1747,projected,4531,,4817,18227,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 34N and ETRF89 / UTM zone 35N.,,EPSG,2005-05-27,2005.18,1,0
-27398,NGO 1948 (Oslo) / NGO zone VIII,1748,projected,4531,,4817,18228,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 35N.,,EPSG,2005-05-27,2005.18,1,0
-27429,Datum 73 / UTM zone 29N,1294,projected,4400,,4274,16029,,,Large and medium scale topographic mapping and engineering survey.,,Instituto Geografico e Cadastral; Lisbon,EPSG,1995-06-02,,1,0
-27492,Datum 73 / Modified Portuguese Grid,1294,projected,4530,,4274,19974,,,Large and medium scale topographic mapping and engineering survey.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-27500,ATF (Paris) / Nord de Guerre,1369,projected,4499,,4901,19903,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-27561,NTF (Paris) / Lambert Nord France,1731,projected,4499,,4807,18091,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NTF (Paris) / France zone I (code 27571) from 1972.,,EPSG,2005-05-27,2005.18,1,0
-27562,NTF (Paris) / Lambert Centre France,1732,projected,4499,,4807,18092,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NTF (Paris) / France zone II (code 27572) from 1972.,,EPSG,2005-05-27,2005.18,1,0
-27563,NTF (Paris) / Lambert Sud France,1733,projected,4499,,4807,18093,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NTF (Paris) / France zone III (code 27573) from 1972.,,EPSG,2005-05-27,2005.18,1,0
-27564,NTF (Paris) / Lambert Corse,1327,projected,4499,,4807,18094,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NTF (Paris) / France zone IV (code 27574) from 1972.,,EPSG,2005-05-27,2005.18,1,0
-27571,NTF (Paris) / Lambert zone I,1731,projected,4499,,4807,18081,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Replaces NTF (Paris) / Lambert Nord France (code 27561).,,EPSG,2001-11-06,,1,0
-27572,NTF (Paris) / Lambert zone II,1734,projected,4499,,4807,18082,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Replaces NTF (Paris) / Lambert Centre France (code 27562).,,EPSG,2005-05-27,2004.546 2005.18,1,0
-27573,NTF (Paris) / Lambert zone III,1733,projected,4499,,4807,18083,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Replaces NTF (Paris) / Lambert Sud France (code 27563).,,EPSG,2001-11-06,,1,0
-27574,NTF (Paris) / Lambert zone IV,1327,projected,4499,,4807,18084,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Replaces NTF (Paris) / Lambert Corse (code 27564).,,EPSG,2001-11-06,,1,0
-27581,NTF (Paris) / France I,1731,projected,4499,,4807,18081,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Supersedes NTF / Nord France (code 27591).,,EPSG,1996-04-12,95.26,1,1
-27582,NTF (Paris) / France II,1734,projected,4499,,4807,18082,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Supersedes NTF / Centre France (code 27592).,,EPSG,1996-04-12,95.26,1,1
-27583,NTF (Paris) / France III,1733,projected,4499,,4807,18083,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Supersedes NTF / Sud France (code 27593).,,EPSG,1996-04-12,95.26,1,1
-27584,NTF (Paris) / France IV,1327,projected,4499,,4807,18084,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Supersedes NTF / Corse (code 27594).,,EPSG,1996-04-12,,1,1
-27591,NTF (Paris) / Nord France,1731,projected,4499,,4807,18091,,,Large and medium scale topographic mapping and engineering survey.,Superseded by NTF / France I (code 27581) from 1972.,,EPSG,1996-04-12,95.26,1,1
-27592,NTF (Paris) / Centre France,1732,projected,4499,,4807,18092,,,Large and medium scale topographic mapping and engineering survey.,Superseded by NTF / France II (code 27582) from 1972.,,EPSG,1996-04-12,95.26,1,1
-27593,NTF (Paris) / Sud France,1733,projected,4499,,4807,18093,,,Large and medium scale topographic mapping and engineering survey.,Superseded by NTF / France III (code 27583) from 1972.,,EPSG,1996-04-12,95.26,1,1
-27594,NTF (Paris) / Corse,1327,projected,4499,,4807,18094,,,Large and medium scale topographic mapping and engineering survey.,Superseded by NTF / France IV (code 27584) from 1972.,,EPSG,1996-04-12,,1,1
-27700,OSGB 1936 / British National Grid,1264,projected,4400,,4277,19916,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain.,EPSG,2005-05-27,2003.01 2005.18,1,0
-28191,Palestine 1923 / Palestine Grid,1356,projected,4400,,4281,18201,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-04-22,,1,0
-28192,Palestine 1923 / Palestine Belt,1356,projected,4400,,4281,18202,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-04-22,,1,0
-28193,Palestine 1923 / Israeli CS Grid,2603,projected,4400,,4281,18203,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Israeli TM Grid (EPSG code 2039).,Survey of Israel.,EPSG,2002-06-22,2002.34,1,0
-28232,Pointe Noire / UTM zone 32S,1072,projected,4400,,4282,16132,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,2002.05,1,0
-28348,GDA94 / MGA zone 48,1556,projected,4400,,4283,17348,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-28349,GDA94 / MGA zone 49,1557,projected,4400,,4283,17349,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-28350,GDA94 / MGA zone 50,1558,projected,4400,,4283,17350,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-28351,GDA94 / MGA zone 51,1559,projected,4400,,4283,17351,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-28352,GDA94 / MGA zone 52,1560,projected,4400,,4283,17352,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-28353,GDA94 / MGA zone 53,1561,projected,4400,,4283,17353,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-28354,GDA94 / MGA zone 54,1562,projected,4400,,4283,17354,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-28355,GDA94 / MGA zone 55,1563,projected,4400,,4283,17355,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-28356,GDA94 / MGA zone 56,1564,projected,4400,,4283,17356,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-28357,GDA94 / MGA zone 57,1565,projected,4400,,4283,17357,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-28358,GDA94 / MGA zone 58,1566,projected,4400,,4283,17358,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-28402,Pulkovo 1942 / Gauss-Kruger zone 2,1805,projected,4530,,4284,16202,,,Military mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 9E (code 2492).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28403,Pulkovo 1942 / Gauss-Kruger zone 3,1792,projected,4530,,4284,16203,,,Military mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 15E (code 2493).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28404,Pulkovo 1942 / Gauss-Kruger zone 4,1793,projected,4530,,4284,16204,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 21E (code 2494).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28405,Pulkovo 1942 / Gauss-Kruger zone 5,1794,projected,4530,,4284,16205,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 27E (code 2495).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28406,Pulkovo 1942 / Gauss-Kruger zone 6,1795,projected,4530,,4284,16206,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 33E (code 2496).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28407,Pulkovo 1942 / Gauss-Kruger zone 7,1796,projected,4530,,4284,16207,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 39E (code 2497).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28408,Pulkovo 1942 / Gauss-Kruger zone 8,1797,projected,4530,,4284,16208,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 45E (code 2498).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28409,Pulkovo 1942 / Gauss-Kruger zone 9,1798,projected,4530,,4284,16209,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 51E (code 2499).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28410,Pulkovo 1942 / Gauss-Kruger zone 10,1799,projected,4530,,4284,16210,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 57E (code 2500).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28411,Pulkovo 1942 / Gauss-Kruger zone 11,1800,projected,4530,,4284,16211,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 63E (code 2501).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28412,Pulkovo 1942 / Gauss-Kruger zone 12,1801,projected,4530,,4284,16212,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 69E (code 2502).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28413,Pulkovo 1942 / Gauss-Kruger zone 13,1802,projected,4530,,4284,16213,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 75E (code 2503).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28414,Pulkovo 1942 / Gauss-Kruger zone 14,1803,projected,4530,,4284,16214,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 81E (code 2504).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28415,Pulkovo 1942 / Gauss-Kruger zone 15,1804,projected,4530,,4284,16215,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 87E (code 2505).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28416,Pulkovo 1942 / Gauss-Kruger zone 16,1775,projected,4530,,4284,16216,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 93E (code 2506).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28417,Pulkovo 1942 / Gauss-Kruger zone 17,1776,projected,4530,,4284,16217,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 99E (code 2507).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28418,Pulkovo 1942 / Gauss-Kruger zone 18,1777,projected,4530,,4284,16218,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 105E (code 2508).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28419,Pulkovo 1942 / Gauss-Kruger zone 19,1778,projected,4530,,4284,16219,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 111E (code 2509).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28420,Pulkovo 1942 / Gauss-Kruger zone 20,1779,projected,4530,,4284,16220,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 117E (code 2510).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28421,Pulkovo 1942 / Gauss-Kruger zone 21,1780,projected,4530,,4284,16221,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 123E (code 2511).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28422,Pulkovo 1942 / Gauss-Kruger zone 22,1781,projected,4530,,4284,16222,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 129E (code 2512).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28423,Pulkovo 1942 / Gauss-Kruger zone 23,1782,projected,4530,,4284,16223,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 135E (code 2513).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28424,Pulkovo 1942 / Gauss-Kruger zone 24,1783,projected,4530,,4284,16224,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 141E (code 2514).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28425,Pulkovo 1942 / Gauss-Kruger zone 25,1784,projected,4530,,4284,16225,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 147E (code 2515).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28426,Pulkovo 1942 / Gauss-Kruger zone 26,1785,projected,4530,,4284,16226,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 153E (code 2516).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28427,Pulkovo 1942 / Gauss-Kruger zone 27,1786,projected,4530,,4284,16227,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 159E (code 2517).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28428,Pulkovo 1942 / Gauss-Kruger zone 28,1787,projected,4530,,4284,16228,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 165E (code 2518).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28429,Pulkovo 1942 / Gauss-Kruger zone 29,1788,projected,4530,,4284,16229,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 171E (code 2519).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28430,Pulkovo 1942 / Gauss-Kruger zone 30,1789,projected,4530,,4284,16230,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 177E (code 2520).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28431,Pulkovo 1942 / Gauss-Kruger zone 31,1790,projected,4530,,4284,16231,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 177W (code 2521).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28432,Pulkovo 1942 / Gauss-Kruger zone 32,1791,projected,4530,,4284,16232,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 171W (code 2522).,EPSG,EPSG,2002-06-22,2002.36,1,0
-28462,Pulkovo 1942 / Gauss-Kruger 2N,1805,projected,4530,,4284,16302,,,Truncated form of Gauss-Kruger zone 2,,,EPSG,1998-06-30,,1,1
-28463,Pulkovo 1942 / Gauss-Kruger 3N,1792,projected,4530,,4284,16303,,,Military mapping.,Truncated form of Gauss-Kruger zone 3,,EPSG,1998-06-30,,1,1
-28464,Pulkovo 1942 / Gauss-Kruger 4N,1793,projected,4530,,4284,16304,,,Military mapping.,,,EPSG,1995-06-02,,1,1
-28465,Pulkovo 1942 / Gauss-Kruger 5N,1794,projected,4530,,4284,16305,,,Truncated form of Gauss-Kruger zone 5,,,EPSG,1995-06-02,,1,1
-28466,Pulkovo 1942 / Gauss-Kruger 6N,1795,projected,4530,,4284,16306,,,Truncated form of Gauss-Kruger zone 6,,,EPSG,1995-06-02,,1,1
-28467,Pulkovo 1942 / Gauss-Kruger 7N,1796,projected,4530,,4284,16307,,,Truncated form of Gauss-Kruger zone 7,,,EPSG,1995-06-02,,1,1
-28468,Pulkovo 1942 / Gauss-Kruger 8N,1797,projected,4530,,4284,16308,,,Truncated form of Gauss-Kruger zone 8,,,EPSG,1995-06-02,,1,1
-28469,Pulkovo 1942 / Gauss-Kruger 9N,1798,projected,4530,,4284,16309,,,Truncated form of Gauss-Kruger zone 9,,,EPSG,1995-06-02,,1,1
-28470,Pulkovo 1942 / Gauss-Kruger 10N,1799,projected,4530,,4284,16310,,,Truncated form of Gauss-Kruger zone 10,,,EPSG,1995-06-02,,1,1
-28471,Pulkovo 1942 / Gauss-Kruger 11N,1800,projected,4530,,4284,16311,,,Truncated form of Gauss-Kruger zone 11,,,EPSG,1995-06-02,,1,1
-28472,Pulkovo 1942 / Gauss-Kruger 12N,1801,projected,4530,,4284,16312,,,Truncated form of Gauss-Kruger zone 12,,,EPSG,1995-06-02,,1,1
-28473,Pulkovo 1942 / Gauss-Kruger 13N,1802,projected,4530,,4284,16313,,,Truncated form of Gauss-Kruger zone 13,,,EPSG,1995-06-02,,1,1
-28474,Pulkovo 1942 / Gauss-Kruger 14N,1803,projected,4530,,4284,16314,,,Truncated form of Gauss-Kruger zone 14,,,EPSG,1995-06-02,,1,1
-28475,Pulkovo 1942 / Gauss-Kruger 15N,1804,projected,4530,,4284,16315,,,Truncated form of Gauss-Kruger zone 15,,,EPSG,1995-06-02,,1,1
-28476,Pulkovo 1942 / Gauss-Kruger 16N,1775,projected,4530,,4284,16316,,,Truncated form of Gauss-Kruger zone 16,,,EPSG,1995-06-02,,1,1
-28477,Pulkovo 1942 / Gauss-Kruger 17N,1776,projected,4530,,4284,16317,,,Truncated form of Gauss-Kruger zone 17,,,EPSG,1995-06-02,,1,1
-28478,Pulkovo 1942 / Gauss-Kruger 18N,1777,projected,4530,,4284,16318,,,Truncated form of Gauss-Kruger zone 18,,,EPSG,1995-06-02,,1,1
-28479,Pulkovo 1942 / Gauss-Kruger 19N,1778,projected,4530,,4284,16319,,,Truncated form of Gauss-Kruger zone 19,,,EPSG,1995-06-02,,1,1
-28480,Pulkovo 1942 / Gauss-Kruger 20N,1779,projected,4530,,4284,16320,,,Truncated form of Gauss-Kruger zone 20,,,EPSG,1995-06-02,,1,1
-28481,Pulkovo 1942 / Gauss-Kruger 21N,1780,projected,4530,,4284,16321,,,Truncated form of Gauss-Kruger zone 21,,,EPSG,1995-06-02,,1,1
-28482,Pulkovo 1942 / Gauss-Kruger 22N,1781,projected,4530,,4284,16322,,,Truncated form of Gauss-Kruger zone 22,,,EPSG,1995-06-02,,1,1
-28483,Pulkovo 1942 / Gauss-Kruger 23N,1782,projected,4530,,4284,16323,,,Truncated form of Gauss-Kruger zone 23,,,EPSG,1995-06-02,,1,1
-28484,Pulkovo 1942 / Gauss-Kruger 24N,1783,projected,4530,,4284,16324,,,Truncated form of Gauss-Kruger zone 24,,,EPSG,1995-06-02,,1,1
-28485,Pulkovo 1942 / Gauss-Kruger 25N,1784,projected,4530,,4284,16325,,,Truncated form of Gauss-Kruger zone 25,,,EPSG,1995-06-02,,1,1
-28486,Pulkovo 1942 / Gauss-Kruger 26N,1785,projected,4530,,4284,16326,,,Truncated form of Gauss-Kruger zone 26,,,EPSG,1995-06-02,,1,1
-28487,Pulkovo 1942 / Gauss-Kruger 27N,1786,projected,4530,,4284,16327,,,Truncated form of Gauss-Kruger zone 27,,,EPSG,1995-06-02,,1,1
-28488,Pulkovo 1942 / Gauss-Kruger 28N,1787,projected,4530,,4284,16328,,,Truncated form of Gauss-Kruger zone 28,,,EPSG,1995-06-02,,1,1
-28489,Pulkovo 1942 / Gauss-Kruger 29N,1788,projected,4530,,4284,16329,,,Truncated form of Gauss-Kruger zone 29,,,EPSG,1995-06-02,,1,1
-28490,Pulkovo 1942 / Gauss-Kruger 30N,1789,projected,4530,,4284,16330,,,Truncated form of Gauss-Kruger zone 30,,,EPSG,1995-06-02,,1,1
-28491,Pulkovo 1942 / Gauss-Kruger 31N,1790,projected,4530,,4284,16331,,,Truncated form of Gauss-Kruger zone 31,,,EPSG,1995-06-02,,1,1
-28492,Pulkovo 1942 / Gauss-Kruger 32N,1791,projected,4530,,4284,16332,,,Truncated form of Gauss-Kruger zone 32,,,EPSG,1995-06-02,,1,1
-28600,Qatar 1974 / Qatar National Grid,1346,projected,4400,,4285,19919,,,Large and medium scale topographic mapping and engineering survey.,,Qatar Centre for Geographic Information.,EPSG,2000-03-07,2000.29,1,0
-28991,Amersfoort / RD Old,1275,projected,4499,,4289,19913,,,Large and medium scale topographic mapping and engineering survey.,Replaced by 28992 (Amersfoort / RD New).,,EPSG,2000-03-07,2000.37,1,0
-28992,Amersfoort / RD New,1275,projected,4499,,4289,19914,,,Large and medium scale topographic mapping and engineering survey.,Replaces 28991 (Amersfoort / RD Old).,,EPSG,2005-05-27,2000.37 2005.18,1,0
-29100,SAD69 / Brazil Polyconic,1053,projected,4499,,4291,19941,,,Small scale mapping.,,PetroBras,EPSG,1999-04-22,,1,1
-29101,SAD69 / Brazil Polyconic,1053,projected,4499,,4618,19941,,,Small scale mapping.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,PetroBras,EPSG,2002-09-19,,1,0
-29118,SAD69 / UTM zone 18N,1807,projected,4400,,4291,16018,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.251. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29119,SAD69 / UTM zone 19N,1809,projected,4400,,4291,16019,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29120,SAD69 / UTM zone 20N,1811,projected,4400,,4291,16020,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29121,SAD69 / UTM zone 21N,1813,projected,4400,,4291,16021,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29122,SAD69 / UTM zone 22N,1815,projected,4400,,4291,16022,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29168,SAD69 / UTM zone 18N,1825,projected,4400,,4618,16018,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2005-07-01,2005.144,1,0
-29169,SAD69 / UTM zone 19N,1827,projected,4400,,4618,16019,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2005-07-01,2005.144,1,0
-29170,SAD69 / UTM zone 20N,1829,projected,4400,,4618,16020,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2005-07-01,2005.144,1,0
-29171,SAD69 / UTM zone 21N,1831,projected,4400,,4618,16021,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2005-07-01,2005.144,1,0
-29172,SAD69 / UTM zone 22N,1815,projected,4400,,4618,16022,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2002-09-19,,1,0
-29177,SAD69 / UTM zone 17S,1806,projected,4400,,4291,16117,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29178,SAD69 / UTM zone 18S,1808,projected,4400,,4291,16118,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29179,SAD69 / UTM zone 19S,1810,projected,4400,,4291,16119,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29180,SAD69 / UTM zone 20S,1812,projected,4400,,4291,16120,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29181,SAD69 / UTM zone 21S,1814,projected,4400,,4291,16121,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29182,SAD69 / UTM zone 22S,1816,projected,4400,,4291,16122,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29183,SAD69 / UTM zone 23S,1817,projected,4400,,4291,16123,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29184,SAD69 / UTM zone 24S,1818,projected,4400,,4291,16124,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29185,SAD69 / UTM zone 25S,1819,projected,4400,,4291,16125,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,EPSG,1995-06-02,97.252,1,1
-29187,SAD69 / UTM zone 17S,1824,projected,4400,,4618,16117,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2005-07-01,2005.144,1,0
-29188,SAD69 / UTM zone 18S,1826,projected,4400,,4618,16118,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2005-07-01,2005.144,1,0
-29189,SAD69 / UTM zone 19S,1828,projected,4400,,4618,16119,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2005-07-01,2005.144,1,0
-29190,SAD69 / UTM zone 20S,1830,projected,4400,,4618,16120,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2005-07-01,2005.144,1,0
-29191,SAD69 / UTM zone 21S,1814,projected,4400,,4618,16121,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2002-09-19,,1,0
-29192,SAD69 / UTM zone 22S,1816,projected,4400,,4618,16122,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2002-09-19,,1,0
-29193,SAD69 / UTM zone 23S,1817,projected,4400,,4618,16123,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2002-09-19,,1,0
-29194,SAD69 / UTM zone 24S,1818,projected,4400,,4618,16124,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2002-09-19,,1,0
-29195,SAD69 / UTM zone 25S,1819,projected,4400,,4618,16125,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,EPSG,2002-09-19,,1,0
-29220,Sapper Hill 1943 / UTM zone 20S,1820,projected,4400,,4292,16120,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-29221,Sapper Hill 1943 / UTM zone 21S,1821,projected,4400,,4292,16121,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-29333,Schwarzeck / UTM zone 33S,1822,projected,4400,,4293,16133,,,Large and medium scale topographic mapping and engineering survey.,CARE! The ellipsoid semi-major axis dimension is defined in German Legal Metres as 6377397.155 GLM but for the CRS needs to9 be converted to CRS units of International metres as 6377483.865 m.,,EPSG,2006-09-26,2006.852,1,0
-29371,Schwarzeck / Lo22/11,1838,projected,6502,,4293,17611,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,EPSG,2007-02-12,97.16 99.98 2007.022,1,0
-29373,Schwarzeck / Lo22/13,1839,projected,6502,,4293,17613,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,EPSG,2007-02-12,97.16 99.98 2007.022,1,0
-29375,Schwarzeck / Lo22/15,1840,projected,6502,,4293,17615,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,EPSG,2007-02-12,97.16 99.98 2007.022,1,0
-29377,Schwarzeck / Lo22/17,1841,projected,6502,,4293,17617,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,EPSG,2007-02-12,97.16 99.98 2007.022,1,0
-29379,Schwarzeck / Lo22/19,1842,projected,6502,,4293,17619,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,EPSG,2007-02-12,97.16 99.98 2007.022,1,0
-29381,Schwarzeck / Lo22/21,1843,projected,6502,,4293,17621,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,EPSG,2007-02-12,97.16 99.98 2007.022,1,0
-29383,Schwarzeck / Lo22/23,1844,projected,6502,,4293,17623,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,EPSG,2007-02-12,97.16 99.98 2007.022,1,0
-29385,Schwarzeck / Lo22/25,1845,projected,6502,,4293,17625,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,EPSG,2007-02-12,97.16 99.98 2007.022,1,0
-29635,Sudan / UTM zone 35N,1846,projected,4400,,4296,16035,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-29636,Sudan / UTM zone 36N,1847,projected,4400,,4296,16036,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-29700,Tananarive (Paris) / Laborde Grid,3273,projected,4499,,4810,19911,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,1
-29701,Tananarive (Paris) / Laborde Grid,3273,projected,4530,,4810,19861,,,Large and medium scale topographic mapping and engineering survey.,May be approximated by Tananarive (Paris) / Laborde Grid approximation - see CRS code 29702.,,OGP,2007-01-11,,1,0
-29702,Tananarive (Paris) / Laborde Grid approximation,3273,projected,4530,,4810,19911,,,Medium scale mapping.,See projection remarks.,OGP,EPSG,2007-01-11,2006.96,1,0
-29738,Tananarive / UTM zone 38S,1848,projected,4400,,4297,16138,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-29739,Tananarive / UTM zone 39S,1849,projected,4400,,4297,16139,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-29849,Timbalai 1948 / UTM zone 49N,1852,projected,4400,,4298,16049,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-29850,Timbalai 1948 / UTM zone 50N,1853,projected,4400,,4298,16050,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-29871,Timbalai 1948 / RSO Borneo (ch),1362,projected,4402,,4298,19956,,,Large and medium scale topographic mapping and engineering survey.,Adopts ellipsoid metric conversion of 39.370147 inches per metre. Replaced by metric projection version (CRS code 29873). See also foot version (CRS code 29872) for Shell ops in E Malaysia.,Defence Geographic Centre.,EPSG,2006-09-21,97.231 2000.60 2002.47 2006.252,1,0
-29872,Timbalai 1948 / RSO Borneo (ft),1851,projected,4405,,4298,19957,,,Shell operations in Sarawak and Sabah.,Used by Shell in East Malaysia. Original projection definition in chains (1 chain = 66 feet) - see CRS code 29871. See also CRS code 29873 for metric version.,Shell.,EPSG,2006-09-21,97.231 2000.60 2002.47 2006.252,1,0
-29873,Timbalai 1948 / RSO Borneo (m),1362,projected,4400,,4298,19958,,,Large and medium scale topographic mapping and engineering survey; Shell exploration and production operations in Brunei.,Original projection definition in chains. 1 chain = 792 inches. Adopts Sears 1922 metric conversion of 39.370147 inches per metre. Replaced by GDM2000 / East Malaysia BRSO (CRS code 3376). See foot version (CRS code 29872) for Shell ops in E Malaysia.,Defence Geographic Centre.,EPSG,2006-09-21,2000.60 2006.262 2006.73,1,0
-29900,TM65 / Irish National Grid,1305,projected,4400,,4299,19908,,,Large and medium scale topographic mapping and engineering survey.,Superseded by IRENET95 / Irish Transverse Mercator (code 2157) from 1/1/2001. Deprecated due to change of name - see 29902.,Ordnance Survey of Ireland,EPSG,1995-06-02,,1,1
-29901,OSNI 1952 / Irish National Grid,2530,projected,4400,,4188,19973,,,Large and medium scale topographic mapping and engineering survey.,Not used in Republic of Ireland. Replaced in 1975 by TM75 / Irish Grid (CRS code 29903).,Ordnance Survey of Northern Ireland.,EPSG,2001-11-06,,1,0
-29902,TM65 / Irish Grid,1125,projected,4400,,4299,19972,,,Large and medium scale topographic mapping and engineering survey.,Not used in Northern Ireland. Replaced by TM75 / Irish Grid (code 29903) in 1975.,Ordnance Survey of Ireland.,EPSG,2005-05-27,2005.18,1,0
-29903,TM75 / Irish Grid,1305,projected,4400,,4300,19972,,,Large and medium scale topographic mapping and engineering survey.,Replaces both OSNI 1952 / Irish National Grid (code 29901) and TM65 / Irish Grid (code 29902) from 1975. Replaced by IRENET95 / Irish Transverse Mercator (code 2157) from 1/1/2001.,Ordnance Survey of Ireland,EPSG,2001-11-06,,1,0
-30161,Tokyo / Japan Plane Rectangular CS I,1854,projected,4530,,4301,17801,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS I (code 2443) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08,1,0
-30162,Tokyo / Japan Plane Rectangular CS II,1855,projected,4530,,4301,17802,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS II (code 2444) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08,1,0
-30163,Tokyo / Japan Plane Rectangular CS III,1856,projected,4530,,4301,17803,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS III (code 2445) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08,1,0
-30164,Tokyo / Japan Plane Rectangular CS IV,1857,projected,4530,,4301,17804,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS IV (code 2446) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08,1,0
-30165,Tokyo / Japan Plane Rectangular CS V,1858,projected,4530,,4301,17805,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS V (code 2447) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08 2002.081,1,0
-30166,Tokyo / Japan Plane Rectangular CS VI,1859,projected,4530,,4301,17806,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS VI (code 2448) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08 2002.081,1,0
-30167,Tokyo / Japan Plane Rectangular CS VII,1860,projected,4530,,4301,17807,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS VII (code 2449) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08 2002.081,1,0
-30168,Tokyo / Japan Plane Rectangular CS VIII,1861,projected,4530,,4301,17808,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS VIII (code 2450) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08 2002.081,1,0
-30169,Tokyo / Japan Plane Rectangular CS IX,1862,projected,4530,,4301,17809,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS IX (code 2451) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08 2002.081,1,0
-30170,Tokyo / Japan Plane Rectangular CS X,1863,projected,4530,,4301,17810,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS X (code 2452) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08,1,0
-30171,Tokyo / Japan Plane Rectangular CS XI,1864,projected,4530,,4301,17811,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS XI (code 2453) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08,1,0
-30172,Tokyo / Japan Plane Rectangular CS XII,1865,projected,4530,,4301,17812,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS XII (code 2454) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08,1,0
-30173,Tokyo / Japan Plane Rectangular CS XIII,1866,projected,4530,,4301,17813,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS XIII (code 2455) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08,1,0
-30174,Tokyo / Japan Plane Rectangular CS XIV,1867,projected,4530,,4301,17814,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XIV (code 2456) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,2002.08,1,0
-30175,Tokyo / Japan Plane Rectangular CS XV,1868,projected,4530,,4301,17815,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS XV (code 2457) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08 2002.081,1,0
-30176,Tokyo / Japan Plane Rectangular CS XVI,1869,projected,4530,,4301,17816,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS XVI (code 2458) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,2002.08,1,0
-30177,Tokyo / Japan Plane Rectangular CS XVII,1870,projected,4530,,4301,17817,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XVII (code 2459) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08 2002.081,1,0
-30178,Tokyo / Japan Plane Rectangular CS XVIII,1871,projected,4530,,4301,17818,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XVIII (code 2460) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08 2002.081,1,0
-30179,Tokyo / Japan Plane Rectangular CS XIX,1872,projected,4530,,4301,17819,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XIX (code 2461) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,99.97 2002.08 2002.081,1,0
-30200,Trinidad 1903 / Trinidad Grid,1339,projected,4407,,4302,19925,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2005-07-01,97.231 2005.33,1,0
-30339,TC(1948) / UTM zone 39N,1850,projected,4400,,4303,16039,,,Oil exploration.,,,EPSG,1995-06-02,,1,0
-30340,TC(1948) / UTM zone 40N,1750,projected,4400,,4303,16040,,,Oil exploration.,,,EPSG,1995-06-02,,1,0
-30491,Voirol 1875 / Nord Algerie (ancienne),1728,projected,4499,,4304,18011,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Nord Sahara 1959 / Voirol Unifie Nord (code 30791). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.,,EPSG,1995-06-02,,1,0
-30492,Voirol 1875 / Sud Algerie (ancienne),1729,projected,4499,,4304,18012,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Nord Sahara 1959 / Voirol Unifie Sud (code 30792). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.,,EPSG,2004-01-07,2003.361,1,0
-30493,Voirol 1879 / Nord Algerie (ancienne),1728,projected,4499,,4671,18011,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Nord Sahara 1959 / Voirol Unifie Nord (code 30791). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.,,EPSG,2004-01-07,,1,0
-30494,Voirol 1879 / Sud Algerie (ancienne),1729,projected,4499,,4671,18012,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Nord Sahara 1959 / Voirol Unifie Sud (code 30792). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.,,EPSG,2004-01-07,,1,0
-30729,Nord Sahara 1959 / UTM zone 29N,1735,projected,4400,,4307,16029,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1996-04-12,,1,0
-30730,Nord Sahara 1959 / UTM zone 30N,1736,projected,4400,,4307,16030,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1996-04-12,,1,0
-30731,Nord Sahara 1959 / UTM zone 31N,1737,projected,4400,,4307,16031,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1996-04-12,,1,0
-30732,Nord Sahara 1959 / UTM zone 32N,1738,projected,4400,,4307,16032,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1996-04-12,,1,0
-30791,Nord Sahara 1959 / Voirol Unifie Nord,1728,projected,4499,,4307,18021,,,Large and medium scale topographic mapping and engineering survey.,Replaces Voirol 1879 / Nord Algeria ancienne (code 30493). Grid coordinates on average across Algeria are unchanged although local differences reach 30 metres; geographic coordinate equivalents do change.,"""Le System Geodesique Nord-Sahara""; IGN Paris",EPSG,2004-01-07,2002.56 2003.361,1,0
-30792,Nord Sahara 1959 / Voirol Unifie Sud,1729,projected,4499,,4307,18022,,,Large and medium scale topographic mapping and engineering survey.,Replaces Voirol 1879 / Sud Algeria ancienne (code 30494). Grid coordinates on average across Algeria are unchanged although local differences reach 30 metres; geographic coordinate equivalents do change.,"""Le System Geodesique Nord-Sahara""; IGN Paris",EPSG,2004-01-07,2002.56 2003.361,1,0
-30800,RT38 2.5 gon W,1225,projected,4530,,4308,19929,,,"Topographic mapping, engineering survey, cadastre.",Superseded by RT90 2.5 gon W (code 2400).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,EPSG,1997-11-13,97.14 97.39,1,1
-31028,Yoff / UTM zone 28N,1207,projected,4400,,4310,16028,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-31121,Zanderij / UTM zone 21N,1222,projected,4400,,4311,16021,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-31154,Zanderij / TM 54 NW,1727,projected,4400,,4311,17054,,,Large and medium scale topographic mapping and engineering survey.,,Shell International,EPSG,2000-06-10,,1,0
-31170,Zanderij / Suriname Old TM,3312,projected,4400,,4311,19954,,,Large and medium scale topographic mapping and engineering survey.,Introduced in 1975. Replaced by Zanderij / Suriname TM in 1979.,Shell International,EPSG,2000-06-10,,1,0
-31171,Zanderij / Suriname TM,3312,projected,4400,,4311,19955,,,Large and medium scale topographic mapping and engineering survey.,Replaced Zanderij / Suriname Old TM in 1979.,Shell International,EPSG,2000-06-10,,1,0
-31251,MGI (Ferro) / Austria GK West Zone,1706,projected,4530,,4805,18001,,,Large and medium scale topographic mapping and engineering survey.,MGI (Ferro) / Austria West Zone (CRS code 31281) with reduced northing. See CRS code 31254 for equivalent referenced to Greenwich meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007-02-02,,1,0
-31252,MGI (Ferro) / Austria GK Central Zone,1707,projected,4530,,4805,18002,,,Large and medium scale topographic mapping and engineering survey.,MGI (Ferro) / Austria Central Zone (CRS code 31282) with reduced northing. See CRS code 31255 for equivalent referenced to Greenwich meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007-02-02,,1,0
-31253,MGI (Ferro) / Austria GK East Zone,1708,projected,4530,,4805,18003,,,Large and medium scale topographic mapping and engineering survey.,MGI (Ferro) / Austria East Zone (CRS code 31283) with reduced northing. See CRS code 31256 for equivalent referenced to Greenwich meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007-02-02,,1,0
-31254,MGI / Austria GK West,1706,projected,4530,,4312,18004,,,Large and medium scale topographic mapping and engineering survey.,See CRS code 31251 for equivalent CRS referenced to Ferro meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007-02-02,,1,0
-31255,MGI / Austria GK Central,1707,projected,4530,,4312,18005,,,Large and medium scale topographic mapping and engineering survey.,See CRS code 31252 for equivalent CRS referenced to Ferro meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007-02-02,,1,0
-31256,MGI / Austria GK East,1708,projected,4530,,4312,18006,,,Large and medium scale topographic mapping and engineering survey.,See CRS code 31253 for equivalent CRS referenced to Ferro meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007-02-02,,1,0
-31257,MGI / Austria GK M28,1706,projected,4530,,4312,18007,,,Large and medium scale topographic mapping and engineering survey.,MGI / Austria M28 (CRS code 31284) with reduced northing.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007-02-02,,1,0
-31258,MGI / Austria GK M31,1707,projected,4530,,4312,18008,,,Large and medium scale topographic mapping and engineering survey.,MGI / Austria M31 (CRS code 31285) with reduced northing.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007-02-02,,1,0
-31259,MGI / Austria GK M34,1708,projected,4530,,4312,18009,,,Large and medium scale topographic mapping and engineering survey.,MGI / Austria M34 (CRS code 31286) with reduced northing.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007-02-02,,1,0
-31265,MGI / 3-degree Gauss zone 5,1709,projected,4499,,4312,16265,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,,1,1
-31266,MGI / 3-degree Gauss zone 6,1710,projected,4499,,4312,16266,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,,1,1
-31267,MGI / 3-degree Gauss zone 7,1711,projected,4499,,4312,16267,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,,1,1
-31268,MGI / 3-degree Gauss zone 8,1712,projected,4499,,4312,16268,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,,1,1
-31275,MGI / Balkans zone 5,1709,projected,4530,,4312,18275,,,Large and medium scale topographic mapping and engineering survey.,In Slovenia the truncated form MGI / Slovenia Grid (code 2169) is preferred.,EPSG,EPSG,2005-05-27,2005.18,1,0
-31276,MGI / Balkans zone 6,1710,projected,4530,,4312,18276,,,Large and medium scale topographic mapping and engineering survey.,,EPSG,EPSG,2005-05-27,2005.18,1,0
-31277,MGI / Balkans zone 7,1711,projected,4530,,4312,18277,,,Large and medium scale topographic mapping and engineering survey.,,EPSG,EPSG,2001-06-05,,1,0
-31278,MGI / Balkans zone 8,1712,projected,4530,,4312,18277,,,Large and medium scale topographic mapping and engineering survey.,,EPSG,EPSG,2001-06-05,,1,1
-31279,MGI / Balkans zone 8,1712,projected,4530,,4312,18278,,,Large and medium scale topographic mapping and engineering survey.,,EPSG,EPSG,2001-08-28,,1,0
-31281,MGI (Ferro) / Austria West Zone,1706,projected,4530,,4805,18041,,,Cadastral survey.,"Also known as ""Gebrauchsnetz"". For other uses see MGI (Ferro) / M28 (alias Bundesmeldenetz M28) (EPSG code 31288).",Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2005-05-21,2002.57 2005.18,1,0
-31282,MGI (Ferro) / Austria Central Zone,1707,projected,4530,,4805,18042,,,Cadastral survey.,"Also known as ""Gebrauchsnetz"". For other uses see MGI (Ferro) / M31 (alias Bundesmeldenetz M31) (EPSG code 31289).",Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2005-05-21,2002.57 2005.18,1,0
-31283,MGI (Ferro) / Austria East Zone,1708,projected,4530,,4805,18043,,,Cadastral survey.,"Also known as ""Gebrauchsnetz"". For other uses see MGI (Ferro) / M34 (alias Bundesmeldenetz M34) (EPSG code 31290).",Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2005-05-21,2002.57 2005.18,1,0
-31284,MGI / Austria M28,1706,projected,4530,,4312,18044,,,Large and medium scale topographic mapping and engineering survey.,Greenwich equivalent of MGI (Ferro) / M28 (alias Bundesmeldenetz M28) (EPSG code 31288).,EPSG,EPSG,2007-02-02,2002.57 2006.971,1,0
-31285,MGI / Austria M31,1707,projected,4530,,4312,18045,,,Large and medium scale topographic mapping and engineering survey.,Greenwich equivalent of MGI (Ferro) / M31 (alias Bundesmeldenetz M31) (EPSG code 31289).,EPSG,EPSG,2007-02-02,2002.57 2006.971,1,0
-31286,MGI / Austria M34,1708,projected,4530,,4312,18046,,,Large and medium scale topographic mapping and engineering survey.,Greenwich equivalent of MGI (Ferro) / M34 (alias Bundesmeldenetz M34) (EPSG code 31290).,EPSG,EPSG,2007-02-02,2002.57 2006.971,1,0
-31287,MGI / Austria Lambert,1037,projected,4530,,4312,19947,,,Medium and small scale mapping and GIS.,Replaced by ETRS89 / Austria Lambert (CRS code 3416).,Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2006-12-12,2006.971,1,0
-31288,MGI (Ferro) / M28,1706,projected,4530,,4805,18047,,,Large and medium scale topographic mapping and engineering survey.,Also known as Bundesmeldenetz. For equivalent using Greenwich meridian see MGI / M28 (code 31284). For cadastral survey see MGI (Ferro) / Austria West zone (alias Gebrauchsnetz M28) (EPSG code 31281). For similar CRS with reduced northing see code 31284.,Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2007-02-02,2006.971,1,0
-31289,MGI (Ferro) / M31,1707,projected,4530,,4805,18048,,,Large and medium scale topographic mapping and engineering survey.,Also known as Bundesmeldenetz. For equivalent using Greenwich meridian see MGI / M31 (code 31285). For cadastral survey see MGI (Ferro) / Austria Central zone (alias Gebrauchsnetz M31) (EPSG code 31282). Similar CRS with reduced northing see code 31285.,Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2007-02-02,2006.971,1,0
-31290,MGI (Ferro) / M34,1708,projected,4530,,4805,18049,,,Large and medium scale topographic mapping and engineering survey.,Also known as Bundesmeldenetz. For equivalent using Greenwich meridian see MGI / M34 (code 31286). For cadastral survey see MGI (Ferro) / Austria East zone (alias Gebrauchsnetz M34) (EPSG code 31283). For similar CRS with reduced northing see code 31286.,Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2007-02-02,2006.971,1,0
-31291,MGI (Ferro) / Austria West Zone,1706,projected,4499,,4805,18041,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,97.01,1,1
-31292,MGI (Ferro) / Austria Central Zone,1708,projected,4499,,4805,18042,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,97.01,1,1
-31293,MGI (Ferro) / Austria East Zone,1707,projected,4499,,4805,18043,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,97.01,1,1
-31294,MGI / M28,1706,projected,4499,,4312,18044,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,97.01,1,1
-31295,MGI / M31,1707,projected,4499,,4312,18045,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,97.01,1,1
-31296,MGI / M34,1708,projected,4499,,4312,18046,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-10-20,97.01,1,1
-31297,MGI / Austria Lambert,1037,projected,4499,,4312,19947,,,Medium and small scale mapping.,,,EPSG,1999-10-20,97.01,1,1
-31300,Belge 1972 / Belge Lambert 72,1347,projected,4499,,4313,19902,,,Large and medium scale topographic mapping and engineering survey.,Replaces 21500 (Belge 1950 / Belge Lambert 50). An alternative - Belge 1972 / Belgian Lambert 72 (code 31370) - was introduced in 2000 to use the standard Lambert Conic Conformal (2SP) projection method (code 9802). EPSG recommends this alternative.,IGN Brussels; www.ngi.be/,EPSG,2005-09-29,2005.46,1,0
-31370,Belge 1972 / Belgian Lambert 72,1347,projected,4499,,4313,19961,,,Large and medium scale topographic mapping and engineering survey.,"Introduced in 2000 as an alternative to CRS code 31300 to avoid the special projection method LCC (2SP Belgium) (code 9803). If software cannot handle latitude of origin 90°N, use latitude of origin = 50° 47' 57.704""N with Nf = 165372.956 m.",IGN Brussels; www.ngi.be/,EPSG,2005-09-29,2005.46,1,0
-31461,DHDN / 3-degree Gauss zone 1,1628,projected,4499,,4314,16261,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.101,1,1
-31462,DHDN / 3-degree Gauss zone 2,1624,projected,4499,,4314,16262,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.101,1,1
-31463,DHDN / 3-degree Gauss zone 3,1625,projected,4499,,4314,16263,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.101,1,1
-31464,DHDN / 3-degree Gauss zone 4,1626,projected,4499,,4314,16264,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.101,1,1
-31465,DHDN / 3-degree Gauss zone 5,1627,projected,4499,,4314,16265,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.101,1,1
-31466,DHDN / Gauss-Kruger zone 2,1624,projected,4530,,4314,16262,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",Zone width 3 degrees.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-07-18,2005.18 2006.41,1,0
-31467,DHDN / Gauss-Kruger zone 3,1625,projected,4530,,4314,16263,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",Zone width 3 degrees.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-07-18,2005.18 2006.41,1,0
-31468,DHDN / Gauss-Kruger zone 4,1626,projected,4530,,4314,16264,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",Zone width 3 degrees.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-07-18,2005.18 2006.46,1,0
-31469,DHDN / Gauss-Kruger zone 5,1627,projected,4530,,4314,16265,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",Zone width 3 degrees.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-07-18,2006.41,1,0
-31528,Conakry 1905 / UTM zone 28N,1468,projected,4400,,4315,16028,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Dabola 1981 / UTM zone 28 (EPSG code 3461).,,EPSG,2007-02-06,2007.018,1,0
-31529,Conakry 1905 / UTM zone 29N,1469,projected,4400,,4315,16029,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Dabola 1981 / UTM zone 29 (EPSG code 3462).,,EPSG,2007-02-06,2007.018,1,0
-31600,Dealul Piscului 1933/ Stereo 33,3295,projected,4499,,4316,19927,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Stereo 70 system (ProjCRS code 31700).,,EPSG,2004-04-07,2004.21,1,0
-31700,Dealul Piscului 1970/ Stereo 70,1197,projected,4530,,4317,19926,,,Large and medium scale topographic mapping and engineering survey.,Replaces Stereo 33 system.,,EPSG,1996-04-12,,1,0
-31838,NGN / UTM zone 38N,1739,projected,4400,,4318,16038,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1996-04-12,,1,0
-31839,NGN / UTM zone 39N,1740,projected,4400,,4318,16039,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1996-04-12,,1,0
-31900,KUDAMS / KTM,1310,projected,4400,,4319,19928,,,Large scale engineering and utility mapping.,,,EPSG,2004-07-19,,1,1
-31901,KUDAMS / KTM,1310,projected,4400,,4319,19997,,,Large scale engineering and utility mapping.,,,EPSG,1996-04-12,,1,0
-31965,SIRGAS 2000 / UTM zone 11N,3423,projected,4400,,4674,16011,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006-07-21,,1,0
-31966,SIRGAS 2000 / UTM zone 12N,3424,projected,4400,,4674,16012,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006-07-21,,1,0
-31967,SIRGAS 2000 / UTM zone 13N,3425,projected,4400,,4674,16013,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006-07-21,,1,0
-31968,SIRGAS 2000 / UTM zone 14N,3426,projected,4400,,4674,16014,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006-07-21,,1,0
-31969,SIRGAS 2000 / UTM zone 15N,3427,projected,4400,,4674,16015,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006-07-21,,1,0
-31970,SIRGAS 2000 / UTM zone 16N,3428,projected,4400,,4674,16016,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006-07-21,,1,0
-31971,SIRGAS 2000 / UTM zone 17N,3421,projected,4400,,4674,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31972,SIRGAS 2000 / UTM zone 18N,3422,projected,4400,,4674,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31973,SIRGAS 2000 / UTM zone 19N,3436,projected,4400,,4674,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31974,SIRGAS 2000 / UTM zone 20N,3437,projected,4400,,4674,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31975,SIRGAS 2000 / UTM zone 21N,3438,projected,4400,,4674,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31976,SIRGAS 2000 / UTM zone 22N,3439,projected,4400,,4674,16022,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31977,SIRGAS 2000 / UTM zone 17S,1824,projected,4400,,4674,16117,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2004-04-22,,1,0
-31978,SIRGAS 2000 / UTM zone 18S,3440,projected,4400,,4674,16118,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31979,SIRGAS 2000 / UTM zone 19S,3441,projected,4400,,4674,16119,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31980,SIRGAS 2000 / UTM zone 20S,3442,projected,4400,,4674,16120,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31981,SIRGAS 2000 / UTM zone 21S,3443,projected,4400,,4674,16121,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31982,SIRGAS 2000 / UTM zone 22S,3444,projected,4400,,4674,16122,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31983,SIRGAS 2000 / UTM zone 23S,3445,projected,4400,,4674,16123,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31984,SIRGAS 2000 / UTM zone 24S,3446,projected,4400,,4674,16124,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31985,SIRGAS 2000 / UTM zone 25S,3447,projected,4400,,4674,16125,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,EPSG,EPSG,2006-07-21,2006.465,1,0
-31986,SIRGAS / UTM zone 17N,1823,projected,4400,,4170,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31987,SIRGAS / UTM zone 18N,1825,projected,4400,,4170,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31988,SIRGAS / UTM zone 19N,1827,projected,4400,,4170,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31989,SIRGAS / UTM zone 20N,1829,projected,4400,,4170,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31990,SIRGAS / UTM zone 21N,1831,projected,4400,,4170,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31991,SIRGAS / UTM zone 22N,1833,projected,4400,,4170,16022,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31992,SIRGAS / UTM zone 17S,1824,projected,4400,,4170,16117,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31993,SIRGAS / UTM zone 18S,1826,projected,4400,,4170,16118,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31994,SIRGAS / UTM zone 19S,1828,projected,4400,,4170,16119,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31995,SIRGAS / UTM zone 20S,1830,projected,4400,,4170,16120,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31996,SIRGAS / UTM zone 21S,1832,projected,4400,,4170,16121,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31997,SIRGAS / UTM zone 22S,1834,projected,4400,,4170,16122,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31998,SIRGAS / UTM zone 23S,1835,projected,4400,,4170,16123,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-31999,SIRGAS / UTM zone 24S,1836,projected,4400,,4170,16124,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-32000,SIRGAS / UTM zone 25S,1837,projected,4400,,4170,16125,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,EPSG,2004-04-22,2004.25,1,0
-32001,NAD27 / Montana North,2211,projected,4497,,4267,12501,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32002,NAD27 / Montana Central,2210,projected,4497,,4267,12502,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32003,NAD27 / Montana South,2212,projected,4497,,4267,12503,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32005,NAD27 / Nebraska North,2221,projected,4497,,4267,12601,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32006,NAD27 / Nebraska South,2222,projected,4497,,4267,12602,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32007,NAD27 / Nevada East,2224,projected,4497,,4267,12701,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32008,NAD27 / Nevada Central,2223,projected,4497,,4267,12702,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32009,NAD27 / Nevada West,2225,projected,4497,,4267,12703,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32010,NAD27 / New Hampshire,1398,projected,4497,,4267,12800,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32011,NAD27 / New Jersey,1399,projected,4497,,4267,12900,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32012,NAD27 / New Mexico East,2228,projected,4497,,4267,13001,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32013,NAD27 / New Mexico Central,2229,projected,4497,,4267,13002,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32014,NAD27 / New Mexico West,2230,projected,4497,,4267,13003,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32015,NAD27 / New York East,2234,projected,4497,,4267,13101,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32016,NAD27 / New York Central,2233,projected,4497,,4267,13102,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32017,NAD27 / New York West,2236,projected,4497,,4267,13103,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32018,NAD27 / New York Long Island,2235,projected,4497,,4267,13104,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32019,NAD27 / North Carolina,1402,projected,4497,,4267,13200,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32020,NAD27 / North Dakota North,2237,projected,4497,,4267,13301,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32021,NAD27 / North Dakota South,2238,projected,4497,,4267,13302,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32022,NAD27 / Ohio North,2239,projected,4497,,4267,13401,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32023,NAD27 / Ohio South,2240,projected,4497,,4267,13402,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32024,NAD27 / Oklahoma North,2241,projected,4497,,4267,13501,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32025,NAD27 / Oklahoma South,2242,projected,4497,,4267,13502,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32026,NAD27 / Oregon North,2243,projected,4497,,4267,13601,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32027,NAD27 / Oregon South,2244,projected,4497,,4267,13602,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32028,NAD27 / Pennsylvania North,2245,projected,4497,,4267,13701,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32029,NAD27 / Pennsylvania South,2246,projected,4497,,4267,13702,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32030,NAD27 / Rhode Island,1408,projected,4497,,4267,13800,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32031,NAD27 / South Carolina North,2247,projected,4497,,4267,13901,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32033,NAD27 / South Carolina South,2248,projected,4497,,4267,13902,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32034,NAD27 / South Dakota North,2249,projected,4497,,4267,14001,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32035,NAD27 / South Dakota South,2250,projected,4497,,4267,14002,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32036,NAD27 / Tennessee,1411,projected,4497,,4267,14100,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,1
-32037,NAD27 / Texas North,2253,projected,4497,,4267,14201,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32038,NAD27 / Texas North Central,2254,projected,4497,,4267,14202,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32039,NAD27 / Texas Central,2252,projected,4497,,4267,14203,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32040,NAD27 / Texas South Central,2256,projected,4497,,4267,14204,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32041,NAD27 / Texas South,2255,projected,4497,,4267,14205,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32042,NAD27 / Utah North,2258,projected,4497,,4267,14301,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32043,NAD27 / Utah Central,2257,projected,4497,,4267,14302,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32044,NAD27 / Utah South,2259,projected,4497,,4267,14303,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32045,NAD27 / Vermont,1414,projected,4497,,4267,14400,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32046,NAD27 / Virginia North,2260,projected,4497,,4267,14501,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32047,NAD27 / Virginia South,2261,projected,4497,,4267,14502,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32048,NAD27 / Washington North,2262,projected,4497,,4267,14601,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32049,NAD27 / Washington South,2263,projected,4497,,4267,14602,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32050,NAD27 / West Virginia North,2264,projected,4497,,4267,14701,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32051,NAD27 / West Virginia South,2265,projected,4497,,4267,14702,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32052,NAD27 / Wisconsin North,2267,projected,4497,,4267,14801,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32053,NAD27 / Wisconsin Central,2266,projected,4497,,4267,14802,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32054,NAD27 / Wisconsin South,2268,projected,4497,,4267,14803,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32055,NAD27 / Wyoming East,2269,projected,4497,,4267,14901,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32056,NAD27 / Wyoming East Central,2270,projected,4497,,4267,14902,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32057,NAD27 / Wyoming West Central,2272,projected,4497,,4267,14903,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32058,NAD27 / Wyoming West,2271,projected,4497,,4267,14904,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-03-07,2000.091,1,0
-32061,NAD27 / Guatemala Norte,2120,projected,4499,,4267,18211,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1999-08-18,,1,0
-32062,NAD27 / Guatemala Sur,2121,projected,4499,,4267,18212,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2000-01-06,99.95,1,0
-32064,NAD27 / BLM 14N (ftUS),2171,projected,4497,,4267,15914,,,"Minerals (including oil) management, exploration and production.",,EPSG,EPSG,2002-02-12,,1,0
-32065,NAD27 / BLM 15N (ftUS),2172,projected,4497,,4267,15915,,,"Minerals (including oil) management, exploration and production.",,EPSG,EPSG,2006-06-12,2006.391,1,0
-32066,NAD27 / BLM 16N (ftUS),2173,projected,4497,,4267,15916,,,"Minerals (including oil) management, exploration and production.",,EPSG,EPSG,2006-06-12,2006.391,1,0
-32067,NAD27 / BLM 17N (ftUS),2174,projected,4497,,4267,15917,,,"Minerals (including oil) management, exploration and production.",,EPSG,EPSG,2006-06-12,2006.391,1,0
-32074,NAD27 / BLM 14N (feet),2171,projected,4497,,4267,15914,,,"Minerals (including oil) management, exploration and production.",,,EPSG,1996-04-12,96.03,1,1
-32075,NAD27 / BLM 15N (feet),2172,projected,4497,,4267,15915,,,"Minerals (including oil) management, exploration and production.",,,EPSG,1996-04-12,96.03,1,1
-32076,NAD27 / BLM 16N (feet),2173,projected,4497,,4267,15916,,,"Minerals (including oil) management, exploration and production.",,,EPSG,1996-04-12,95.27 96.03,1,1
-32077,NAD27 / BLM 17N (feet),2174,projected,4497,,4267,15917,,,"Minerals (including oil) management, exploration and production.",,,EPSG,1996-04-12,96.03,1,1
-32081,NAD27 / MTM zone 1,2226,projected,4400,,4267,17701,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32082,NAD27 / MTM zone 2,2227,projected,4400,,4267,17702,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32083,NAD27 / MTM zone 3,2275,projected,4400,,4267,17703,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32084,NAD27 / MTM zone 4,2276,projected,4400,,4267,17704,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32085,NAD27 / MTM zone 5,2277,projected,4400,,4267,17705,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32086,NAD27 / MTM zone 6,2278,projected,4400,,4267,17706,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32098,NAD27 / Quebec Lambert,1368,projected,4499,,4267,19944,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NAD27(CGQ77) / Quebec Lambert (code 2137) in 1977.,Service de la Cartographie; Ministère des Ressources Naturelles; Quebec,EPSG,2000-10-19,,1,0
-32099,NAD27 / Louisiana Offshore,1387,projected,4497,,4267,11703,,,Not used in oil industry. Usage for other applications is not known.,This system is NOT used for oil industry purposes. Use NAD27 / Louisiana South (CRS code 26782) in state waters and on LA OCS shelf and NAD27 / BLM (CRS codes 32065-66) in OCS deep water protraction areas.,OGP,OGP,2006-06-12,,1,0
-32100,NAD83 / Montana,1395,projected,4499,,4269,12530,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2256 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-32104,NAD83 / Nebraska,1396,projected,4499,,4269,12630,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-32107,NAD83 / Nevada East,2224,projected,4499,,4269,12731,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3421 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2000.091 2006.903,1,0
-32108,NAD83 / Nevada Central,2223,projected,4499,,4269,12732,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3422 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2006.903,1,0
-32109,NAD83 / Nevada West,2225,projected,4499,,4269,12733,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3423 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2006.903,1,0
-32110,NAD83 / New Hampshire,1398,projected,4499,,4269,12830,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3437 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2000.091 2006.903,1,0
-32111,NAD83 / New Jersey,1399,projected,4499,,4269,12930,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3424 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,EPSG,2006-12-20,2000.091 2006.903,1,0
-32112,NAD83 / New Mexico East,2228,projected,4499,,4269,13031,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2257 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32113,NAD83 / New Mexico Central,2231,projected,4499,,4269,13032,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2258 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32114,NAD83 / New Mexico West,2232,projected,4499,,4269,13033,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2259 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32115,NAD83 / New York East,2234,projected,4499,,4269,13131,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2260 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-32116,NAD83 / New York Central,2233,projected,4499,,4269,13132,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2261 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32117,NAD83 / New York West,2236,projected,4499,,4269,13133,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2263 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-32118,NAD83 / New York Long Island,2235,projected,4499,,4269,13134,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2264 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32119,NAD83 / North Carolina,1402,projected,4499,,4269,13230,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2264 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-01-19,98.30 2000.091,1,0
-32120,NAD83 / North Dakota North,2237,projected,4499,,4269,13331,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2265 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32121,NAD83 / North Dakota South,2238,projected,4499,,4269,13332,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2266 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32122,NAD83 / Ohio North,2239,projected,4499,,4269,13431,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3734 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-03-13,2007.035,1,0
-32123,NAD83 / Ohio South,2240,projected,4499,,4269,13432,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3735 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-03-13,2007.035,1,0
-32124,NAD83 / Oklahoma North,2241,projected,4499,,4269,13531,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2267 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32125,NAD83 / Oklahoma South,2242,projected,4499,,4269,13532,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2268 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32126,NAD83 / Oregon North,2243,projected,4499,,4269,13631,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2269 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32127,NAD83 / Oregon South,2244,projected,4499,,4269,13632,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2270 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32128,NAD83 / Pennsylvania North,2245,projected,4499,,4269,13731,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2271 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-01-19,,1,0
-32129,NAD83 / Pennsylvania South,2246,projected,4499,,4269,13732,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2272 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-01-19,,1,0
-32130,NAD83 / Rhode Island,1408,projected,4499,,4269,13830,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3438 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2006-12-20,2000.091 2006.903,1,0
-32133,NAD83 / South Carolina,1409,projected,4499,,4269,13930,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2273 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-01-19,,1,0
-32134,NAD83 / South Dakota North,2249,projected,4499,,4269,14031,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3454 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-01-19,,1,0
-32135,NAD83 / South Dakota South,2250,projected,4499,,4269,14032,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3455 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-01-19,,1,0
-32136,NAD83 / Tennessee,1411,projected,4499,,4269,14130,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2274 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2000-03-07,2000.091,1,0
-32137,NAD83 / Texas North,2253,projected,4499,,4269,14231,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2275 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32138,NAD83 / Texas North Central,2254,projected,4499,,4269,14232,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2276 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32139,NAD83 / Texas Central,2252,projected,4499,,4269,14233,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2277 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32140,NAD83 / Texas South Central,2527,projected,4499,,4269,14234,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2278 for equivalent non-metric definition. For onshore applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2006-07-14,2006.392,1,0
-32141,NAD83 / Texas South,2528,projected,4499,,4269,14235,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2279 for equivalent non-metric definition. For onshore applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2006-07-14,2006.392,1,0
-32142,NAD83 / Utah North,2258,projected,4499,,4269,14331,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.
-by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",EPSG,2007-01-20,2006.905,1,0
-32143,NAD83 / Utah Central,2257,projected,4499,,4269,14332,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",EPSG,2007-01-20,2006.905,1,0
-32144,NAD83 / Utah South,2259,projected,4499,,4269,14333,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",EPSG,2007-01-20,2006.905,1,0
-32145,NAD83 / Vermont,1414,projected,4499,,4269,14430,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-01-19,2000.091,1,0
-32146,NAD83 / Virginia North,2260,projected,4499,,4269,14531,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2283 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32147,NAD83 / Virginia South,2261,projected,4499,,4269,14532,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2284 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32148,NAD83 / Washington North,2273,projected,4499,,4269,14631,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2285 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32149,NAD83 / Washington South,2274,projected,4499,,4269,14632,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2286 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32150,NAD83 / West Virginia North,2264,projected,4499,,4269,14731,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32151,NAD83 / West Virginia South,2265,projected,4499,,4269,14732,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32152,NAD83 / Wisconsin North,2267,projected,4499,,4269,14831,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2287 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32153,NAD83 / Wisconsin Central,2266,projected,4499,,4269,14832,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2288 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32154,NAD83 / Wisconsin South,2268,projected,4499,,4269,14833,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2289 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32155,NAD83 / Wyoming East,2269,projected,4499,,4269,14931,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3736 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-03-13,2000.091 2007.035,1,0
-32156,NAD83 / Wyoming East Central,2270,projected,4499,,4269,14932,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3737 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-03-13,2000.091 2007.035,1,0
-32157,NAD83 / Wyoming West Central,2272,projected,4499,,4269,14933,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3738 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-03-13,2000.091 2007.035,1,0
-32158,NAD83 / Wyoming West,2271,projected,4499,,4269,14934,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3739 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,2007-03-13,2000.091 2007.035,1,0
-32161,NAD83 / Puerto Rico & Virgin Is.,2251,projected,4499,,4269,15230,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,EPSG,1995-06-02,,1,0
-32164,NAD83 / BLM 14N (ftUS),2171,projected,4497,,4269,15914,,,No official usage.,See NAD27 / BLM 14N (feet) (code 32064) and NAD83 / UTM zone 14N (code 26914) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006-06-22,,1,0
-32165,NAD83 / BLM 15N (ftUS),2172,projected,4497,,4269,15915,,,No official usage.,See NAD27 / BLM 15N (feet) (code 32065) and NAD83 / UTM zone 15N (code 26915) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006-06-22,,1,0
-32166,NAD83 / BLM 16N (ftUS),2173,projected,4497,,4269,15916,,,No official usage.,See NAD27 / BLM 16N (feet) (code 32066) and NAD83 / UTM zone 16N (code 26916) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006-06-22,,1,0
-32167,NAD83 / BLM 17N (ftUS),2174,projected,4497,,4269,15917,,,No official usage.,See NAD27 / BLM 17N (feet) (code 32067) and NAD83 / UTM zone 17N (code 26917) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006-06-22,,1,0
-32180,NAD83 / SCoPQ zone 2,1420,projected,4499,,4269,17700,,,Large and medium scale topographic mapping and engineering survey.,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,1997-11-13,,1,0
-32181,NAD83 / MTM zone 1,2226,projected,4496,,4269,17701,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32182,NAD83 / MTM zone 2,2227,projected,4496,,4269,17702,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32183,NAD83 / MTM zone 3,2275,projected,4496,,4269,17703,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 3"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32184,NAD83 / MTM zone 4,2276,projected,4496,,4269,17704,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 4"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32185,NAD83 / MTM zone 5,2277,projected,4496,,4269,17705,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 5"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32186,NAD83 / MTM zone 6,2278,projected,4496,,4269,17706,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 6"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,EPSG,1997-11-13,,1,0
-32187,NAD83 / MTM zone 7,1425,projected,4496,,4269,17707,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 7"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,EPSG,1997-11-13,,1,0
-32188,NAD83 / MTM zone 8,2279,projected,4496,,4269,17708,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 8"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-32189,NAD83 / MTM zone 9,2280,projected,4496,,4269,17709,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 9"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-32190,NAD83 / MTM zone 10,2281,projected,4496,,4269,17710,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 10"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-32191,NAD83 / MTM zone 11,1432,projected,4400,,4269,17711,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-32192,NAD83 / MTM zone 12,1433,projected,4400,,4269,17712,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-32193,NAD83 / MTM zone 13,1434,projected,4400,,4269,17713,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-32194,NAD83 / MTM zone 14,1435,projected,4400,,4269,17714,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-32195,NAD83 / MTM zone 15,1436,projected,4400,,4269,17715,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-32196,NAD83 / MTM zone 16,1437,projected,4400,,4269,17716,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-32197,NAD83 / MTM zone 17,1438,projected,4400,,4269,17717,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,EPSG,1997-11-13,,1,0
-32198,NAD83 / Quebec Lambert,1368,projected,4499,,4269,19944,,,Large and medium scale topographic mapping and engineering survey.,,Service de la Cartographie; Ministère des Ressources Naturelles; Quebec,EPSG,1999-10-20,,1,0
-32199,NAD83 / Louisiana Offshore,1387,projected,4499,,4269,11733,,,Not used in oil industry. Usage for other applications is not known.,This system is NOT used for oil industry purposes. State law defines system in US survey feet. See code 3453 for equivalent non-metric definition.,OGP,OGP,2007-01-19,,1,0
-32201,WGS 72 / UTM zone 1N,1873,projected,4400,,4322,16001,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32202,WGS 72 / UTM zone 2N,1875,projected,4400,,4322,16002,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32203,WGS 72 / UTM zone 3N,1877,projected,4400,,4322,16003,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32204,WGS 72 / UTM zone 4N,1879,projected,4400,,4322,16004,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32205,WGS 72 / UTM zone 5N,1881,projected,4400,,4322,16005,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32206,WGS 72 / UTM zone 6N,1883,projected,4400,,4322,16006,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32207,WGS 72 / UTM zone 7N,1885,projected,4400,,4322,16007,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32208,WGS 72 / UTM zone 8N,1887,projected,4400,,4322,16008,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32209,WGS 72 / UTM zone 9N,1889,projected,4400,,4322,16009,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32210,WGS 72 / UTM zone 10N,1891,projected,4400,,4322,16010,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32211,WGS 72 / UTM zone 11N,1893,projected,4400,,4322,16011,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32212,WGS 72 / UTM zone 12N,1895,projected,4400,,4322,16012,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32213,WGS 72 / UTM zone 13N,1897,projected,4400,,4322,16013,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32214,WGS 72 / UTM zone 14N,1899,projected,4400,,4322,16014,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32215,WGS 72 / UTM zone 15N,1901,projected,4400,,4322,16015,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32216,WGS 72 / UTM zone 16N,1903,projected,4400,,4322,16016,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32217,WGS 72 / UTM zone 17N,1905,projected,4400,,4322,16017,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32218,WGS 72 / UTM zone 18N,1907,projected,4400,,4322,16018,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32219,WGS 72 / UTM zone 19N,1909,projected,4400,,4322,16019,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32220,WGS 72 / UTM zone 20N,1911,projected,4400,,4322,16020,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32221,WGS 72 / UTM zone 21N,1913,projected,4400,,4322,16021,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32222,WGS 72 / UTM zone 22N,1915,projected,4400,,4322,16022,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32223,WGS 72 / UTM zone 23N,1917,projected,4400,,4322,16023,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32224,WGS 72 / UTM zone 24N,1919,projected,4400,,4322,16024,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32225,WGS 72 / UTM zone 25N,1921,projected,4400,,4322,16025,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32226,WGS 72 / UTM zone 26N,1923,projected,4400,,4322,16026,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32227,WGS 72 / UTM zone 27N,1925,projected,4400,,4322,16027,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32228,WGS 72 / UTM zone 28N,1927,projected,4400,,4322,16028,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32229,WGS 72 / UTM zone 29N,1929,projected,4400,,4322,16029,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32230,WGS 72 / UTM zone 30N,1931,projected,4400,,4322,16030,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32231,WGS 72 / UTM zone 31N,1933,projected,4400,,4322,16031,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32232,WGS 72 / UTM zone 32N,1935,projected,4400,,4322,16032,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32233,WGS 72 / UTM zone 33N,1937,projected,4400,,4322,16033,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32234,WGS 72 / UTM zone 34N,1939,projected,4400,,4322,16034,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32235,WGS 72 / UTM zone 35N,1941,projected,4400,,4322,16035,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32236,WGS 72 / UTM zone 36N,1943,projected,4400,,4322,16036,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32237,WGS 72 / UTM zone 37N,1945,projected,4400,,4322,16037,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32238,WGS 72 / UTM zone 38N,1947,projected,4400,,4322,16038,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32239,WGS 72 / UTM zone 39N,1949,projected,4400,,4322,16039,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32240,WGS 72 / UTM zone 40N,1951,projected,4400,,4322,16040,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32241,WGS 72 / UTM zone 41N,1953,projected,4400,,4322,16041,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32242,WGS 72 / UTM zone 42N,1955,projected,4400,,4322,16042,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32243,WGS 72 / UTM zone 43N,1957,projected,4400,,4322,16043,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32244,WGS 72 / UTM zone 44N,1959,projected,4400,,4322,16044,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32245,WGS 72 / UTM zone 45N,1961,projected,4400,,4322,16045,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32246,WGS 72 / UTM zone 46N,1963,projected,4400,,4322,16046,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32247,WGS 72 / UTM zone 47N,1965,projected,4400,,4322,16047,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32248,WGS 72 / UTM zone 48N,1967,projected,4400,,4322,16048,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32249,WGS 72 / UTM zone 49N,1969,projected,4400,,4322,16049,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32250,WGS 72 / UTM zone 50N,1971,projected,4400,,4322,16050,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32251,WGS 72 / UTM zone 51N,1973,projected,4400,,4322,16051,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32252,WGS 72 / UTM zone 52N,1975,projected,4400,,4322,16052,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32253,WGS 72 / UTM zone 53N,1977,projected,4400,,4322,16053,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32254,WGS 72 / UTM zone 54N,1979,projected,4400,,4322,16054,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32255,WGS 72 / UTM zone 55N,1981,projected,4400,,4322,16055,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32256,WGS 72 / UTM zone 56N,1983,projected,4400,,4322,16056,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32257,WGS 72 / UTM zone 57N,1985,projected,4400,,4322,16057,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32258,WGS 72 / UTM zone 58N,1987,projected,4400,,4322,16058,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32259,WGS 72 / UTM zone 59N,1989,projected,4400,,4322,16059,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32260,WGS 72 / UTM zone 60N,1991,projected,4400,,4322,16060,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32301,WGS 72 / UTM zone 1S,1874,projected,4400,,4322,16101,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32302,WGS 72 / UTM zone 2S,1876,projected,4400,,4322,16102,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32303,WGS 72 / UTM zone 3S,1878,projected,4400,,4322,16103,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32304,WGS 72 / UTM zone 4S,1880,projected,4400,,4322,16104,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32305,WGS 72 / UTM zone 5S,1882,projected,4400,,4322,16105,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32306,WGS 72 / UTM zone 6S,1884,projected,4400,,4322,16106,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32307,WGS 72 / UTM zone 7S,1886,projected,4400,,4322,16107,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32308,WGS 72 / UTM zone 8S,1888,projected,4400,,4322,16108,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32309,WGS 72 / UTM zone 9S,1890,projected,4400,,4322,16109,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32310,WGS 72 / UTM zone 10S,1892,projected,4400,,4322,16110,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32311,WGS 72 / UTM zone 11S,1894,projected,4400,,4322,16111,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32312,WGS 72 / UTM zone 12S,1896,projected,4400,,4322,16112,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32313,WGS 72 / UTM zone 13S,1898,projected,4400,,4322,16113,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32314,WGS 72 / UTM zone 14S,1900,projected,4400,,4322,16114,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32315,WGS 72 / UTM zone 15S,1902,projected,4400,,4322,16115,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32316,WGS 72 / UTM zone 16S,1904,projected,4400,,4322,16116,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32317,WGS 72 / UTM zone 17S,1906,projected,4400,,4322,16117,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32318,WGS 72 / UTM zone 18S,1908,projected,4400,,4322,16118,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32319,WGS 72 / UTM zone 19S,1910,projected,4400,,4322,16119,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32320,WGS 72 / UTM zone 20S,1912,projected,4400,,4322,16120,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32321,WGS 72 / UTM zone 21S,1914,projected,4400,,4322,16121,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32322,WGS 72 / UTM zone 22S,1916,projected,4400,,4322,16122,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32323,WGS 72 / UTM zone 23S,1918,projected,4400,,4322,16123,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32324,WGS 72 / UTM zone 24S,1920,projected,4400,,4322,16124,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32325,WGS 72 / UTM zone 25S,1922,projected,4400,,4322,16125,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32326,WGS 72 / UTM zone 26S,1924,projected,4400,,4322,16126,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32327,WGS 72 / UTM zone 27S,1926,projected,4400,,4322,16127,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32328,WGS 72 / UTM zone 28S,1928,projected,4400,,4322,16128,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32329,WGS 72 / UTM zone 29S,1930,projected,4400,,4322,16129,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32330,WGS 72 / UTM zone 30S,1932,projected,4400,,4322,16130,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32331,WGS 72 / UTM zone 31S,1934,projected,4400,,4322,16131,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32332,WGS 72 / UTM zone 32S,1936,projected,4400,,4322,16132,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32333,WGS 72 / UTM zone 33S,1938,projected,4400,,4322,16133,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32334,WGS 72 / UTM zone 34S,1940,projected,4400,,4322,16134,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32335,WGS 72 / UTM zone 35S,1942,projected,4400,,4322,16135,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32336,WGS 72 / UTM zone 36S,1944,projected,4400,,4322,16136,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32337,WGS 72 / UTM zone 37S,1946,projected,4400,,4322,16137,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32338,WGS 72 / UTM zone 38S,1948,projected,4400,,4322,16138,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32339,WGS 72 / UTM zone 39S,1950,projected,4400,,4322,16139,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32340,WGS 72 / UTM zone 40S,1952,projected,4400,,4322,16140,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32341,WGS 72 / UTM zone 41S,1954,projected,4400,,4322,16141,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32342,WGS 72 / UTM zone 42S,1956,projected,4400,,4322,16142,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32343,WGS 72 / UTM zone 43S,1958,projected,4400,,4322,16143,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32344,WGS 72 / UTM zone 44S,1960,projected,4400,,4322,16144,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32345,WGS 72 / UTM zone 45S,1962,projected,4400,,4322,16145,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32346,WGS 72 / UTM zone 46S,1964,projected,4400,,4322,16146,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32347,WGS 72 / UTM zone 47S,1966,projected,4400,,4322,16147,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32348,WGS 72 / UTM zone 48S,1968,projected,4400,,4322,16148,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32349,WGS 72 / UTM zone 49S,1970,projected,4400,,4322,16149,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32350,WGS 72 / UTM zone 50S,1972,projected,4400,,4322,16150,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32351,WGS 72 / UTM zone 51S,1974,projected,4400,,4322,16151,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32352,WGS 72 / UTM zone 52S,1976,projected,4400,,4322,16152,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32353,WGS 72 / UTM zone 53S,1978,projected,4400,,4322,16153,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32354,WGS 72 / UTM zone 54S,1980,projected,4400,,4322,16154,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32355,WGS 72 / UTM zone 55S,1982,projected,4400,,4322,16155,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32356,WGS 72 / UTM zone 56S,1984,projected,4400,,4322,16156,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32357,WGS 72 / UTM zone 57S,1986,projected,4400,,4322,16157,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32358,WGS 72 / UTM zone 58S,1988,projected,4400,,4322,16158,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32359,WGS 72 / UTM zone 59S,1990,projected,4400,,4322,16159,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32360,WGS 72 / UTM zone 60S,1992,projected,4400,,4322,16160,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32401,WGS 72BE / UTM zone 1N,1873,projected,4400,,4324,16001,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32402,WGS 72BE / UTM zone 2N,1876,projected,4400,,4324,16002,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32403,WGS 72BE / UTM zone 3N,1877,projected,4400,,4324,16003,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32404,WGS 72BE / UTM zone 4N,1879,projected,4400,,4324,16004,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32405,WGS 72BE / UTM zone 5N,1881,projected,4400,,4324,16005,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32406,WGS 72BE / UTM zone 6N,1883,projected,4400,,4324,16006,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32407,WGS 72BE / UTM zone 7N,1885,projected,4400,,4324,16007,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32408,WGS 72BE / UTM zone 8N,1887,projected,4400,,4324,16008,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32409,WGS 72BE / UTM zone 9N,1889,projected,4400,,4324,16009,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32410,WGS 72BE / UTM zone 10N,1891,projected,4400,,4324,16010,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32411,WGS 72BE / UTM zone 11N,1893,projected,4400,,4324,16011,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32412,WGS 72BE / UTM zone 12N,1895,projected,4400,,4324,16012,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32413,WGS 72BE / UTM zone 13N,1897,projected,4400,,4324,16013,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32414,WGS 72BE / UTM zone 14N,1899,projected,4400,,4324,16014,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32415,WGS 72BE / UTM zone 15N,1901,projected,4400,,4324,16015,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32416,WGS 72BE / UTM zone 16N,1903,projected,4400,,4324,16016,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32417,WGS 72BE / UTM zone 17N,1905,projected,4400,,4324,16017,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32418,WGS 72BE / UTM zone 18N,1907,projected,4400,,4324,16018,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32419,WGS 72BE / UTM zone 19N,1909,projected,4400,,4324,16019,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32420,WGS 72BE / UTM zone 20N,1911,projected,4400,,4324,16020,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32421,WGS 72BE / UTM zone 21N,1913,projected,4400,,4324,16021,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32422,WGS 72BE / UTM zone 22N,1915,projected,4400,,4324,16022,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32423,WGS 72BE / UTM zone 23N,1917,projected,4400,,4324,16023,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32424,WGS 72BE / UTM zone 24N,1919,projected,4400,,4324,16024,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32425,WGS 72BE / UTM zone 25N,1921,projected,4400,,4324,16025,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32426,WGS 72BE / UTM zone 26N,1923,projected,4400,,4324,16026,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32427,WGS 72BE / UTM zone 27N,1925,projected,4400,,4324,16027,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32428,WGS 72BE / UTM zone 28N,1927,projected,4400,,4324,16028,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32429,WGS 72BE / UTM zone 29N,1929,projected,4400,,4324,16029,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32430,WGS 72BE / UTM zone 30N,1931,projected,4400,,4324,16030,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32431,WGS 72BE / UTM zone 31N,1933,projected,4400,,4324,16031,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32432,WGS 72BE / UTM zone 32N,1935,projected,4400,,4324,16032,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32433,WGS 72BE / UTM zone 33N,3464,projected,4400,,4324,16033,,,Large and medium scale topographic mapping and engineering survey.,Used by ExxonMobil for exploration and production activities.,,EPSG,2006-09-22,2006.54,1,0
-32434,WGS 72BE / UTM zone 34N,3465,projected,4400,,4324,16034,,,Large and medium scale topographic mapping and engineering survey.,Used by ExxonMobil for exploration and production activities.,,EPSG,2006-09-22,2006.54,1,0
-32435,WGS 72BE / UTM zone 35N,1941,projected,4400,,4324,16035,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32436,WGS 72BE / UTM zone 36N,1943,projected,4400,,4324,16036,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32437,WGS 72BE / UTM zone 37N,1945,projected,4400,,4324,16037,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32438,WGS 72BE / UTM zone 38N,1947,projected,4400,,4324,16038,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32439,WGS 72BE / UTM zone 39N,1949,projected,4400,,4324,16039,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32440,WGS 72BE / UTM zone 40N,1951,projected,4400,,4324,16040,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32441,WGS 72BE / UTM zone 41N,1953,projected,4400,,4324,16041,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32442,WGS 72BE / UTM zone 42N,1955,projected,4400,,4324,16042,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32443,WGS 72BE / UTM zone 43N,1957,projected,4400,,4324,16043,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32444,WGS 72BE / UTM zone 44N,1959,projected,4400,,4324,16044,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32445,WGS 72BE / UTM zone 45N,1961,projected,4400,,4324,16045,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32446,WGS 72BE / UTM zone 46N,1963,projected,4400,,4324,16046,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32447,WGS 72BE / UTM zone 47N,1965,projected,4400,,4324,16047,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32448,WGS 72BE / UTM zone 48N,1993,projected,4400,,4324,16048,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32449,WGS 72BE / UTM zone 49N,1994,projected,4400,,4324,16049,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32450,WGS 72BE / UTM zone 50N,1971,projected,4400,,4324,16050,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32451,WGS 72BE / UTM zone 51N,1973,projected,4400,,4324,16051,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32452,WGS 72BE / UTM zone 52N,1975,projected,4400,,4324,16052,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32453,WGS 72BE / UTM zone 53N,1977,projected,4400,,4324,16053,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32454,WGS 72BE / UTM zone 54N,1979,projected,4400,,4324,16054,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32455,WGS 72BE / UTM zone 55N,1981,projected,4400,,4324,16055,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32456,WGS 72BE / UTM zone 56N,1983,projected,4400,,4324,16056,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32457,WGS 72BE / UTM zone 57N,1985,projected,4400,,4324,16057,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32458,WGS 72BE / UTM zone 58N,1987,projected,4400,,4324,16058,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32459,WGS 72BE / UTM zone 59N,1989,projected,4400,,4324,16059,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32460,WGS 72BE / UTM zone 60N,1991,projected,4400,,4324,16060,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32501,WGS 72BE / UTM zone 1S,1874,projected,4400,,4324,16101,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32502,WGS 72BE / UTM zone 2S,1876,projected,4400,,4324,16102,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32503,WGS 72BE / UTM zone 3S,1878,projected,4400,,4324,16103,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32504,WGS 72BE / UTM zone 4S,1880,projected,4400,,4324,16104,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32505,WGS 72BE / UTM zone 5S,1882,projected,4400,,4324,16105,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32506,WGS 72BE / UTM zone 6S,1884,projected,4400,,4324,16106,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32507,WGS 72BE / UTM zone 7S,1886,projected,4400,,4324,16107,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32508,WGS 72BE / UTM zone 8S,1888,projected,4400,,4324,16108,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32509,WGS 72BE / UTM zone 9S,1890,projected,4400,,4324,16109,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32510,WGS 72BE / UTM zone 10S,1892,projected,4400,,4324,16110,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32511,WGS 72BE / UTM zone 11S,1894,projected,4400,,4324,16111,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32512,WGS 72BE / UTM zone 12S,1896,projected,4400,,4324,16112,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32513,WGS 72BE / UTM zone 13S,1898,projected,4400,,4324,16113,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32514,WGS 72BE / UTM zone 14S,1900,projected,4400,,4324,16114,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32515,WGS 72BE / UTM zone 15S,1902,projected,4400,,4324,16115,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32516,WGS 72BE / UTM zone 16S,1904,projected,4400,,4324,16116,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32517,WGS 72BE / UTM zone 17S,1906,projected,4400,,4324,16117,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32518,WGS 72BE / UTM zone 18S,1908,projected,4400,,4324,16118,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32519,WGS 72BE / UTM zone 19S,1910,projected,4400,,4324,16119,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32520,WGS 72BE / UTM zone 20S,1912,projected,4400,,4324,16120,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32521,WGS 72BE / UTM zone 21S,1914,projected,4400,,4324,16121,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32522,WGS 72BE / UTM zone 22S,1916,projected,4400,,4324,16122,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32523,WGS 72BE / UTM zone 23S,1918,projected,4400,,4324,16123,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32524,WGS 72BE / UTM zone 24S,1920,projected,4400,,4324,16124,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32525,WGS 72BE / UTM zone 25S,1922,projected,4400,,4324,16125,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32526,WGS 72BE / UTM zone 26S,1924,projected,4400,,4324,16126,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32527,WGS 72BE / UTM zone 27S,1926,projected,4400,,4324,16127,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32528,WGS 72BE / UTM zone 28S,1928,projected,4400,,4324,16128,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32529,WGS 72BE / UTM zone 29S,1930,projected,4400,,4324,16129,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32530,WGS 72BE / UTM zone 30S,1932,projected,4400,,4324,16130,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32531,WGS 72BE / UTM zone 31S,1934,projected,4400,,4324,16131,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32532,WGS 72BE / UTM zone 32S,1936,projected,4400,,4324,16132,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32533,WGS 72BE / UTM zone 33S,1938,projected,4400,,4324,16133,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32534,WGS 72BE / UTM zone 34S,1940,projected,4400,,4324,16134,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32535,WGS 72BE / UTM zone 35S,1942,projected,4400,,4324,16135,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32536,WGS 72BE / UTM zone 36S,1944,projected,4400,,4324,16136,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32537,WGS 72BE / UTM zone 37S,1946,projected,4400,,4324,16137,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32538,WGS 72BE / UTM zone 38S,1948,projected,4400,,4324,16138,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32539,WGS 72BE / UTM zone 39S,1950,projected,4400,,4324,16139,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32540,WGS 72BE / UTM zone 40S,1952,projected,4400,,4324,16140,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32541,WGS 72BE / UTM zone 41S,1954,projected,4400,,4324,16141,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32542,WGS 72BE / UTM zone 42S,1956,projected,4400,,4324,16142,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32543,WGS 72BE / UTM zone 43S,1958,projected,4400,,4324,16143,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32544,WGS 72BE / UTM zone 44S,1960,projected,4400,,4324,16144,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32545,WGS 72BE / UTM zone 45S,1962,projected,4400,,4324,16145,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32546,WGS 72BE / UTM zone 46S,1964,projected,4400,,4324,16146,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32547,WGS 72BE / UTM zone 47S,1966,projected,4400,,4324,16147,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32548,WGS 72BE / UTM zone 48S,1968,projected,4400,,4324,16148,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32549,WGS 72BE / UTM zone 49S,1995,projected,4400,,4324,16149,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32550,WGS 72BE / UTM zone 50S,1972,projected,4400,,4324,16150,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32551,WGS 72BE / UTM zone 51S,1974,projected,4400,,4324,16151,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32552,WGS 72BE / UTM zone 52S,1976,projected,4400,,4324,16152,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32553,WGS 72BE / UTM zone 53S,1978,projected,4400,,4324,16153,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32554,WGS 72BE / UTM zone 54S,1980,projected,4400,,4324,16154,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32555,WGS 72BE / UTM zone 55S,1982,projected,4400,,4324,16155,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32556,WGS 72BE / UTM zone 56S,1984,projected,4400,,4324,16156,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32557,WGS 72BE / UTM zone 57S,1986,projected,4400,,4324,16157,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32558,WGS 72BE / UTM zone 58S,1988,projected,4400,,4324,16158,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32559,WGS 72BE / UTM zone 59S,1990,projected,4400,,4324,16159,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32560,WGS 72BE / UTM zone 60S,1992,projected,4400,,4324,16160,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32600,WGS 84 / UTM grid system (northern hemisphere),1998,projected,4400,,4326,16000,,,For strict use within zone boundaries,Use WGS 84 / UTM zone xx N (codes 32601-32660) for use outwith zone boundary or when easting is not prefixed by zone number.,EPSG,EPSG,2001-06-05,,1,0
-32601,WGS 84 / UTM zone 1N,2000,projected,4400,,4326,16001,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32602,WGS 84 / UTM zone 2N,2002,projected,4400,,4326,16002,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32603,WGS 84 / UTM zone 3N,2004,projected,4400,,4326,16003,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32604,WGS 84 / UTM zone 4N,2006,projected,4400,,4326,16004,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32605,WGS 84 / UTM zone 5N,2008,projected,4400,,4326,16005,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32606,WGS 84 / UTM zone 6N,2010,projected,4400,,4326,16006,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32607,WGS 84 / UTM zone 7N,2012,projected,4400,,4326,16007,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32608,WGS 84 / UTM zone 8N,2014,projected,4400,,4326,16008,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32609,WGS 84 / UTM zone 9N,2016,projected,4400,,4326,16009,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32610,WGS 84 / UTM zone 10N,2018,projected,4400,,4326,16010,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32611,WGS 84 / UTM zone 11N,2020,projected,4400,,4326,16011,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32612,WGS 84 / UTM zone 12N,2022,projected,4400,,4326,16012,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32613,WGS 84 / UTM zone 13N,2024,projected,4400,,4326,16013,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32614,WGS 84 / UTM zone 14N,2026,projected,4400,,4326,16014,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32615,WGS 84 / UTM zone 15N,2028,projected,4400,,4326,16015,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32616,WGS 84 / UTM zone 16N,2030,projected,4400,,4326,16016,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32617,WGS 84 / UTM zone 17N,2032,projected,4400,,4326,16017,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32618,WGS 84 / UTM zone 18N,2034,projected,4400,,4326,16018,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32619,WGS 84 / UTM zone 19N,2036,projected,4400,,4326,16019,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32620,WGS 84 / UTM zone 20N,2038,projected,4400,,4326,16020,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32621,WGS 84 / UTM zone 21N,2040,projected,4400,,4326,16021,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32622,WGS 84 / UTM zone 22N,2042,projected,4400,,4326,16022,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32623,WGS 84 / UTM zone 23N,2044,projected,4400,,4326,16023,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32624,WGS 84 / UTM zone 24N,2046,projected,4400,,4326,16024,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32625,WGS 84 / UTM zone 25N,2048,projected,4400,,4326,16025,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32626,WGS 84 / UTM zone 26N,2050,projected,4400,,4326,16026,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32627,WGS 84 / UTM zone 27N,2052,projected,4400,,4326,16027,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32628,WGS 84 / UTM zone 28N,2054,projected,4400,,4326,16028,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32629,WGS 84 / UTM zone 29N,2056,projected,4400,,4326,16029,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32630,WGS 84 / UTM zone 30N,2058,projected,4400,,4326,16030,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32631,WGS 84 / UTM zone 31N,2060,projected,4400,,4326,16031,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32632,WGS 84 / UTM zone 32N,2062,projected,4400,,4326,16032,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32633,WGS 84 / UTM zone 33N,2064,projected,4400,,4326,16033,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32634,WGS 84 / UTM zone 34N,2066,projected,4400,,4326,16034,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32635,WGS 84 / UTM zone 35N,2068,projected,4400,,4326,16035,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32636,WGS 84 / UTM zone 36N,2070,projected,4400,,4326,16036,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32637,WGS 84 / UTM zone 37N,2072,projected,4400,,4326,16037,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32638,WGS 84 / UTM zone 38N,2074,projected,4400,,4326,16038,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32639,WGS 84 / UTM zone 39N,2076,projected,4400,,4326,16039,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32640,WGS 84 / UTM zone 40N,2078,projected,4400,,4326,16040,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32641,WGS 84 / UTM zone 41N,2080,projected,4400,,4326,16041,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32642,WGS 84 / UTM zone 42N,2082,projected,4400,,4326,16042,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32643,WGS 84 / UTM zone 43N,2084,projected,4400,,4326,16043,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32644,WGS 84 / UTM zone 44N,2086,projected,4400,,4326,16044,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32645,WGS 84 / UTM zone 45N,2088,projected,4400,,4326,16045,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32646,WGS 84 / UTM zone 46N,2090,projected,4400,,4326,16046,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32647,WGS 84 / UTM zone 47N,2092,projected,4400,,4326,16047,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32648,WGS 84 / UTM zone 48N,2094,projected,4400,,4326,16048,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32649,WGS 84 / UTM zone 49N,2096,projected,4400,,4326,16049,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32650,WGS 84 / UTM zone 50N,2098,projected,4400,,4326,16050,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32651,WGS 84 / UTM zone 51N,2100,projected,4400,,4326,16051,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32652,WGS 84 / UTM zone 52N,2102,projected,4400,,4326,16052,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32653,WGS 84 / UTM zone 53N,2104,projected,4400,,4326,16053,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32654,WGS 84 / UTM zone 54N,2106,projected,4400,,4326,16054,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32655,WGS 84 / UTM zone 55N,2108,projected,4400,,4326,16055,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32656,WGS 84 / UTM zone 56N,2110,projected,4400,,4326,16056,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32657,WGS 84 / UTM zone 57N,2112,projected,4400,,4326,16057,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32658,WGS 84 / UTM zone 58N,2114,projected,4400,,4326,16058,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32659,WGS 84 / UTM zone 59N,2116,projected,4400,,4326,16059,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32660,WGS 84 / UTM zone 60N,2118,projected,4400,,4326,16060,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32661,WGS 84 / UPS North,1996,projected,4493,,4326,16061,,,Large and medium scale topographic mapping and engineering survey.,,DMA TR8358.2,EPSG,2002-12-23,2002.93,1,0
-32662,WGS 84 / Plate Carree,1262,projected,4499,,4326,19968,,,Graticule coordinates expressed in simple Cartesian form.,Origin is at intersection of equator and Greenwich meridian. Note: this is not the same as plotting unrectified graticule coordinates on a computer display using the so-called pseudo Plate Carrée method: here the grid units are metres.,EPSG,EPSG,2001-11-06,,1,0
-32664,WGS 84 / BLM 14N (ftUS),2171,projected,4497,,4326,15914,,,No official usage.,See NAD27 / BLM 14N (feet) (code 32064) and WGS 84 / UTM zone 14N (code 32614) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006-06-22,,1,0
-32665,WGS 84 / BLM 15N (ftUS),2172,projected,4497,,4326,15915,,,No official usage.,See NAD27 / BLM 15N (feet) (code 32065) and WGS 84 / UTM zone 15N (code 32615) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006-06-22,,1,0
-32666,WGS 84 / BLM 16N (ftUS),2173,projected,4497,,4326,15916,,,No official usage.,See NAD27 / BLM 16N (feet) (code 32066) and WGS 84 / UTM zone 16N (code 32616) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006-06-22,,1,0
-32667,WGS 84 / BLM 17N (ftUS),2174,projected,4497,,4326,15917,,,No official usage.,See NAD27 / BLM 17N (feet) (code 32067) and WGS 84 / UTM zone 17N (code 32617) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006-06-22,,1,0
-32700,WGS 84 / UTM grid system (southern hemisphere),1999,projected,4400,,4326,16100,,,For strict use within zone boundaries,Use WGS 84 / UTM zone xx S (codes 32701-32760) for use outwith zone boundary or when easting is not prefixed by zone number.,EPSG,EPSG,2001-06-05,,1,0
-32701,WGS 84 / UTM zone 1S,2001,projected,4400,,4326,16101,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32702,WGS 84 / UTM zone 2S,2003,projected,4400,,4326,16102,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32703,WGS 84 / UTM zone 3S,2005,projected,4400,,4326,16103,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32704,WGS 84 / UTM zone 4S,2007,projected,4400,,4326,16104,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32705,WGS 84 / UTM zone 5S,2009,projected,4400,,4326,16105,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32706,WGS 84 / UTM zone 6S,2011,projected,4400,,4326,16106,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32707,WGS 84 / UTM zone 7S,2013,projected,4400,,4326,16107,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32708,WGS 84 / UTM zone 8S,2015,projected,4400,,4326,16108,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32709,WGS 84 / UTM zone 9S,2017,projected,4400,,4326,16109,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32710,WGS 84 / UTM zone 10S,2019,projected,4400,,4326,16110,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32711,WGS 84 / UTM zone 11S,2021,projected,4400,,4326,16111,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32712,WGS 84 / UTM zone 12S,2023,projected,4400,,4326,16112,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32713,WGS 84 / UTM zone 13S,2025,projected,4400,,4326,16113,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32714,WGS 84 / UTM zone 14S,2027,projected,4400,,4326,16114,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32715,WGS 84 / UTM zone 15S,2029,projected,4400,,4326,16115,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32716,WGS 84 / UTM zone 16S,2031,projected,4400,,4326,16116,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32717,WGS 84 / UTM zone 17S,2033,projected,4400,,4326,16117,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32718,WGS 84 / UTM zone 18S,2035,projected,4400,,4326,16118,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32719,WGS 84 / UTM zone 19S,2037,projected,4400,,4326,16119,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32720,WGS 84 / UTM zone 20S,2039,projected,4400,,4326,16120,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32721,WGS 84 / UTM zone 21S,2041,projected,4400,,4326,16121,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32722,WGS 84 / UTM zone 22S,2043,projected,4400,,4326,16122,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32723,WGS 84 / UTM zone 23S,2045,projected,4400,,4326,16123,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32724,WGS 84 / UTM zone 24S,2047,projected,4400,,4326,16124,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32725,WGS 84 / UTM zone 25S,2049,projected,4400,,4326,16125,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32726,WGS 84 / UTM zone 26S,2051,projected,4400,,4326,16126,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32727,WGS 84 / UTM zone 27S,2053,projected,4400,,4326,16127,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32728,WGS 84 / UTM zone 28S,2055,projected,4400,,4326,16128,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32729,WGS 84 / UTM zone 29S,2057,projected,4400,,4326,16129,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32730,WGS 84 / UTM zone 30S,2059,projected,4400,,4326,16130,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32731,WGS 84 / UTM zone 31S,2061,projected,4400,,4326,16131,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32732,WGS 84 / UTM zone 32S,2063,projected,4400,,4326,16132,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32733,WGS 84 / UTM zone 33S,2065,projected,4400,,4326,16133,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32734,WGS 84 / UTM zone 34S,2067,projected,4400,,4326,16134,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32735,WGS 84 / UTM zone 35S,2069,projected,4400,,4326,16135,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32736,WGS 84 / UTM zone 36S,2071,projected,4400,,4326,16136,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32737,WGS 84 / UTM zone 37S,2073,projected,4400,,4326,16137,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32738,WGS 84 / UTM zone 38S,2075,projected,4400,,4326,16138,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32739,WGS 84 / UTM zone 39S,2077,projected,4400,,4326,16139,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32740,WGS 84 / UTM zone 40S,2079,projected,4400,,4326,16140,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32741,WGS 84 / UTM zone 41S,2081,projected,4400,,4326,16141,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32742,WGS 84 / UTM zone 42S,2083,projected,4400,,4326,16142,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32743,WGS 84 / UTM zone 43S,2085,projected,4400,,4326,16143,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32744,WGS 84 / UTM zone 44S,2087,projected,4400,,4326,16144,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32745,WGS 84 / UTM zone 45S,2089,projected,4400,,4326,16145,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32746,WGS 84 / UTM zone 46S,2091,projected,4400,,4326,16146,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32747,WGS 84 / UTM zone 47S,2093,projected,4400,,4326,16147,,,Large and medium scale topographic mapping and engineering survey.Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32748,WGS 84 / UTM zone 48S,2095,projected,4400,,4326,16148,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32749,WGS 84 / UTM zone 49S,2097,projected,4400,,4326,16149,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32750,WGS 84 / UTM zone 50S,2099,projected,4400,,4326,16150,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32751,WGS 84 / UTM zone 51S,2101,projected,4400,,4326,16151,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32752,WGS 84 / UTM zone 52S,2103,projected,4400,,4326,16152,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32753,WGS 84 / UTM zone 53S,2105,projected,4400,,4326,16153,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32754,WGS 84 / UTM zone 54S,2107,projected,4400,,4326,16154,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,2006-08-25,2002.151 2006.81,1,0
-32755,WGS 84 / UTM zone 55S,2109,projected,4400,,4326,16155,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32756,WGS 84 / UTM zone 56S,2111,projected,4400,,4326,16156,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32757,WGS 84 / UTM zone 57S,2113,projected,4400,,4326,16157,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32758,WGS 84 / UTM zone 58S,2115,projected,4400,,4326,16158,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32759,WGS 84 / UTM zone 59S,2117,projected,4400,,4326,16159,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32760,WGS 84 / UTM zone 60S,2119,projected,4400,,4326,16160,,,Large and medium scale topographic mapping and engineering survey.,,,EPSG,1995-06-02,,1,0
-32761,WGS 84 / UPS South,1997,projected,4494,,4326,16161,,,Large and medium scale topographic mapping and engineering survey.,,DMA TR8358.2,EPSG,2002-12-23,2002.93,1,0
-32766,WGS 84 / TM 36 SE,1726,projected,4400,,4326,16636,,,Used for oil exploration by BP Mozambique for Offshore Zambezi block oil exploration.,,BP Mozambique.,EPSG,1998-11-11,,1,0
-61206405,Greek (deg),1106,geographic 2D,6405,,4120,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4120 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61216405,GGRS87 (deg),1106,geographic 2D,6405,,4121,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4121 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61226405,ATS77 (deg),1283,geographic 2D,6405,,4122,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4122 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61236405,KKJ (deg),1095,geographic 2D,6405,,4123,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4123 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61246405,RT90 (deg),1225,geographic 2D,6405,,4124,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4124 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61266405,LKS94 (ETRS89) (deg),1145,geographic 2D,6405,,4126,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4126 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61266413,LKS94 (ETRS89) (3D deg),1145,geographic 2D,6413,,4355,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4355 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61276405,Tete (deg),1167,geographic 2D,6405,,4127,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4127 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61286405,Madzansua (deg),1315,geographic 2D,6405,,4128,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4128 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61296405,Observatario (deg),1329,geographic 2D,6405,,4129,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4129 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61306405,Moznet (deg),1167,geographic 2D,6405,,4130,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4130 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61306413,Moznet (3D deg),1167,geographic 3D,6413,,4357,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4357 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61316405,Indian 1960 (deg),1302,geographic 2D,6405,,4131,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4131 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61326405,FD58 (deg),1300,geographic 2D,6405,,4132,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4132 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61336405,EST92 (deg),1090,geographic 2D,6405,,4133,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4133 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61346405,PDO Survey Datum 1993 (deg),1183,geographic 2D,6405,,4134,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4134 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61356405,Old Hawaiian (deg),1334,geographic 2D,6405,,4135,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4135 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61366405,St. Lawrence Island (deg),1332,geographic 2D,6405,,4136,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4136 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61376405,St. Paul Island (deg),1333,geographic 2D,6405,,4137,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4137 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61386405,St. George Island (deg),1331,geographic 2D,6405,,4138,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4138 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61396405,Puerto Rico (deg),1335,geographic 2D,6405,,4139,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4139 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61406405,NAD83(CSRS) (deg),2784,geographic 2D,6405,,4140,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4617 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61406413,NAD83(CSRS) (3D deg),2784,geographic 3D,6413,,4359,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4359 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61416405,Israel (deg),2603,geographic 2D,6405,,4141,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4141 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61426405,Locodjo 1965 (deg),1075,geographic 2D,6405,,4142,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4142 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61436405,Abidjan 1987 (deg),1075,geographic 2D,6405,,4143,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4143 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61446405,Kalianpur 1937 (deg),1308,geographic 2D,6405,,4144,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4144 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61456405,Kalianpur 1962 (deg),1184,geographic 2D,6405,,4145,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4145 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61466405,Kalianpur 1975 (deg),1121,geographic 2D,6405,,4146,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4146 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61476405,Hanoi 1972 (deg),1252,geographic 2D,6405,,4147,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4147 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61486405,Hartebeesthoek94 (deg),1215,geographic 2D,6405,,4148,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4148 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61486413,Hartebeesthoek94 (3D deg),1215,geographic 3D,6413,,4349,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4349 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61496405,CH1903 (deg),1286,geographic 2D,6405,,4149,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4149 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61506405,CH1903+ (deg),1286,geographic 2D,6405,,4150,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4150 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61516405,CHTRF95 (deg),1286,geographic 2D,6405,,4151,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4151 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61516413,CHTRF95 (3D deg),1286,geographic 3D,6413,,4343,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4343 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61526405,NAD83(HARN) (deg),1337,geographic 2D,6405,,4152,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4152 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61526413,NAD83(HARN) (3D deg),1337,geographic 3D,6413,,4361,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4361 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61536405,Rassadiran (deg),1338,geographic 2D,6405,,4153,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4153 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61546405,ED50(ED77) (deg),1123,geographic 2D,6405,,4154,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4154 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61556405,Dabola 1981 (deg),1112,geographic 2D,6405,,4155,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4155 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61566405,S-JTSK (deg),1306,geographic 2D,6405,,4156,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4156 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61576405,Mount Dillon (deg),1322,geographic 2D,6405,,4157,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4157 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61586405,Naparima 1955 (deg),1339,geographic 2D,6405,,4158,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4158 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61596405,ELD79 (deg),1143,geographic 2D,6405,,4159,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4159 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61606405,Chos Malal 1914 (deg),1292,geographic 2D,6405,,4160,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4160 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61616405,Pampa del Castillo (deg),1265,geographic 2D,6405,,4161,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4161 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61626405,Korean 1985 (deg),1135,geographic 2D,6405,,4162,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4162 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61636405,Yemen NGN96 (deg),1257,geographic 2D,6405,,4163,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4163 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61636413,Yemen NGN96 (3D deg),1257,geographic 3D,6413,,4379,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4379 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61646405,South Yemen (deg),1340,geographic 2D,6405,,4164,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4164 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61656405,Bissau (deg),1113,geographic 2D,6405,,4165,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4165 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61666405,Korean 1995 (deg),1135,geographic 2D,6405,,4166,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4166 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61676405,NZGD2000 (deg),1175,geographic 2D,6405,,4167,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4167 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61676413,NZGD2000 (3D deg),1175,geographic 3D,6413,,4363,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4363 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61686405,Accra (deg),1104,geographic 2D,6405,,4168,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4168 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61696405,American Samoa 1962 (deg),1027,geographic 2D,6405,,4169,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4169 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61706405,SIRGAS (deg),1341,geographic 2D,6405,,4170,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4170 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61706413,SIRGAS (3D deg),1341,geographic 3D,6413,,4375,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4375 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61716405,RGF93 (deg),1096,geographic 2D,6405,,4171,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4171 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61716413,RGF93 (3D deg),1096,geographic 3D,6413,,4369,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4369 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61736405,IRENET95 (deg),1305,geographic 2D,6405,,4173,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4173 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61736413,IRENET95 (3D deg),1305,geographic 3D,6413,,4351,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4351 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61746405,Sierra Leone 1924 (deg),1342,geographic 2D,6405,,4174,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4174 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61756405,Sierra Leone 1968 (deg),1209,geographic 2D,6405,,4175,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4175 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61766405,Australian Antarctic (deg),1278,geographic 2D,6405,,4176,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4176 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61766413,Australian Antarctic (3D deg),1278,geographic 3D,6413,,4339,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4339 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61786405,Pulkovo 1942(83) (deg),1343,geographic 2D,6405,,4178,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4178 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61796405,Pulkovo 1942(58) (deg),1192,geographic 2D,6405,,4179,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4179 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61806405,EST97 (deg),1090,geographic 2D,6405,,4180,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4180 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61806413,EST97 (3D deg),1090,geographic 3D,6413,,4341,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4341 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61816405,Luxembourg 1930 (deg),1146,geographic 2D,6405,,4181,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4181 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61826405,Azores Occidental 1939 (deg),1344,geographic 2D,6405,,4182,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4182 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61836405,Azores Central 1948 (deg),1301,geographic 2D,6405,,4183,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4183 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61846405,Azores Oriental 1940 (deg),1345,geographic 2D,6405,,4184,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4184 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61886405,OSNI 1952 (deg),2530,geographic 2D,6405,,4188,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4188 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61896405,REGVEN (deg),1251,geographic 2D,6405,,4189,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4189 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61896413,REGVEN (3D deg),1251,geographic 3D,6413,,4367,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4367 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61906405,POSGAR 98 (deg),1033,geographic 2D,6405,,4190,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4190 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61906413,POSGAR 98 (3D deg),1033,geographic 3D,6413,,4365,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4365 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-61916405,Albanian 1987 (deg),1025,geographic 2D,6405,,4191,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4191 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61926405,Douala 1948 (deg),1060,geographic 2D,6405,,4192,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4192 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61936405,Manoca 1962 (deg),1060,geographic 2D,6405,,4193,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4193 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61946405,Qornoq 1927 (deg),1107,geographic 2D,6405,,4194,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4194 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61956405,Scoresbysund 1952 (deg),2570,geographic 2D,6405,,4195,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4195 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61966405,Ammassalik 1958 (deg),2571,geographic 2D,6405,,4196,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4196 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61976405,Garoua (deg),2590,geographic 2D,6405,,4197,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4197 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61986405,Kousseri (deg),2591,geographic 2D,6405,,4198,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4198 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-61996405,Egypt 1930 (deg),1086,geographic 2D,6405,,4199,101,,,Scientific purposes only. Recommended coordinate axis representation for computer interchange.,See CRS code 4199 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62006405,Pulkovo 1995 (deg),1198,geographic 2D,6405,,4200,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4200 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62016405,Adindan (deg),1271,geographic 2D,6405,,4201,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4201 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62026405,AGD66 (deg),1279,geographic 2D,6405,,4202,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4202 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62036405,AGD84 (deg),2576,geographic 2D,6405,,4203,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4203 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-09-01,2003.29,0,1
-62046405,Ain el Abd (deg),1272,geographic 2D,6405,,4204,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4204 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62056405,Afgooye (deg),1214,geographic 2D,6405,,4205,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4205 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62066405,Agadez (deg),1177,geographic 2D,6405,,4206,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4206 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62076405,Lisbon (deg),1294,geographic 2D,6405,,4207,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4207 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62086405,Aratu (deg),1274,geographic 2D,6405,,4208,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4208 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62096405,Arc 1950 (deg),1276,geographic 2D,6405,,4209,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4209 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62106405,Arc 1960 (deg),1277,geographic 2D,6405,,4210,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4210 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62116405,Batavia (deg),1285,geographic 2D,6405,,4211,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4211 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62126405,Barbados 1938 (deg),1042,geographic 2D,6405,,4212,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4212 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62136405,Beduaram (deg),2771,geographic 2D,6405,,4213,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4213 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62146405,Beijing 1954 (deg),1067,geographic 2D,6405,,4214,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4214 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62156405,Belge 1950 (deg),1347,geographic 2D,6405,,4215,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4215 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62166405,Bermuda 1957 (deg),1047,geographic 2D,6405,,4216,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4216 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62186405,Bogota 1975 (deg),1070,geographic 2D,6405,,4218,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4218 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62196405,Bukit Rimpah (deg),1287,geographic 2D,6405,,4219,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4219 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62206405,Camacupa (deg),1288,geographic 2D,6405,,4220,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4220 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62216405,Campo Inchauspe (deg),1033,geographic 2D,6405,,4221,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4221 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62226405,Cape (deg),1290,geographic 2D,6405,,4222,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4222 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62236405,Carthage (deg),1236,geographic 2D,6405,,4223,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4223 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62246405,Chua (deg),1053,geographic 2D,6405,,4224,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4224 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62256405,Corrego Alegre (deg),1293,geographic 2D,6405,,4225,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4225 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62276405,Deir ez Zor (deg),1623,geographic 2D,6405,,4227,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4227 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62296405,Egypt 1907 (deg),1086,geographic 2D,6405,,4229,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4229 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62306405,ED50 (deg),1296,geographic 2D,6405,,4230,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4230 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62316405,ED87 (deg),1297,geographic 2D,6405,,4231,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4231 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62326405,Fahud (deg),1183,geographic 2D,6405,,4232,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4232 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62336405,Gandajika 1970 (deg),1152,geographic 2D,6405,,4233,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4233 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62366405,Hu Tzu Shan (deg),1228,geographic 2D,6405,,4236,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4236 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62376405,HD72 (deg),1119,geographic 2D,6405,,4237,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4237 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62386405,ID74 (deg),1122,geographic 2D,6405,,4238,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4238 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62396405,Indian 1954 (deg),1304,geographic 2D,6405,,4239,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4239 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62406405,Indian 1975 (deg),1231,geographic 2D,6405,,4240,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4240 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62416405,Jamaica 1875 (deg),1128,geographic 2D,6405,,4241,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4241 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62426405,JAD69 (deg),1128,geographic 2D,6405,,4242,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4242 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62436405,Kalianpur 1880 (deg),1307,geographic 2D,6405,,4243,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4243 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62446405,Kandawala (deg),1218,geographic 2D,6405,,4244,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4244 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62456405,Kertau (deg),1309,geographic 2D,6405,,4245,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4245 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62466405,KOC (deg),1136,geographic 2D,6405,,4246,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4246 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62476405,La Canoa (deg),1251,geographic 2D,6405,,4247,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4247 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62486405,PSAD56 (deg),1348,geographic 2D,6405,,4248,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4248 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62496405,Lake (deg),1312,geographic 2D,6405,,4249,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4249 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62506405,Leigon (deg),1104,geographic 2D,6405,,4250,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4250 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62516405,Liberia 1964 (deg),1142,geographic 2D,6405,,4251,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4251 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62526405,Lome (deg),1232,geographic 2D,6405,,4252,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4252 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62536405,Luzon 1911 (deg),1190,geographic 2D,6405,,4253,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4253 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62546405,Hito XVIII 1963 (deg),1303,geographic 2D,6405,,4254,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4254 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62556405,Herat North (deg),1024,geographic 2D,6405,,4255,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4255 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62566405,Mahe 1971 (deg),1208,geographic 2D,6405,,4256,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4256 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62576405,Makassar (deg),1316,geographic 2D,6405,,4257,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4257 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62586405,ETRS89 (deg),1298,geographic 2D,6405,,4258,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4258 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62586413,ETRS89 (3D deg),1298,geographic 3D,6413,,4345,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4345 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-62596405,Malongo 1987 (deg),1317,geographic 2D,6405,,4259,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4259 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62616405,Merchich (deg),1166,geographic 2D,6405,,4261,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4261 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62626405,Massawa (deg),1089,geographic 2D,6405,,4262,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4262 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62636405,Minna (deg),1178,geographic 2D,6405,,4263,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4263 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62646405,Mhast (deg),1318,geographic 2D,6405,,4264,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4264 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62656405,Monte Mario (deg),1127,geographic 2D,6405,,4265,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4265 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62666405,M'poraloko (deg),1100,geographic 2D,6405,,4266,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4266 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62676405,NAD27 (deg),1349,geographic 2D,6405,,4267,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4267 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62686405,NAD27 Michigan (deg),1391,geographic 2D,6405,,4268,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4268 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62696405,NAD83 (deg),1350,geographic 2D,6405,,4269,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4269 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62706405,Nahrwan 1967 (deg),1351,geographic 2D,6405,,4270,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4270 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62716405,Naparima 1972 (deg),1322,geographic 2D,6405,,4271,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4271 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62726405,NZGD49 (deg),1175,geographic 2D,6405,,4272,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4272 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62736405,NGO 1948 (deg),1352,geographic 2D,6405,,4273,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4273 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62746405,Datum 73 (deg),1294,geographic 2D,6405,,4274,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4274 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62756405,NTF (deg),1353,geographic 2D,6405,,4275,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4275 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62766405,NSWC 9Z-2 (deg),1262,geographic 2D,6405,,4276,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4276 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62776405,OSGB 1936 (deg),1264,geographic 2D,6405,,4277,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4277 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62786405,OSGB70 (deg),1264,geographic 2D,6405,,4278,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4278 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62796405,OS(SN)80 (deg),1354,geographic 2D,6405,,4279,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4279 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62806405,Padang (deg),1355,geographic 2D,6405,,4280,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4280 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62816405,Palestine 1923 (deg),1356,geographic 2D,6405,,4281,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4281 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62826405,Pointe Noire (deg),1072,geographic 2D,6405,,4282,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4282 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62836405,GDA94 (deg),1036,geographic 2D,6405,,4283,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4283 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62836413,GDA94 (3D deg),1036,geographic 3D,6413,,4347,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4347 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-62846405,Pulkovo 1942 (deg),1357,geographic 2D,6405,,4284,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4284 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62856405,Qatar 1974 (deg),1346,geographic 2D,6405,,4285,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4285 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62866405,Qatar 1948 (deg),1346,geographic 2D,6405,,4286,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4286 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62886405,Loma Quintana (deg),1313,geographic 2D,6405,,4288,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4288 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62896405,Amersfoort (deg),1275,geographic 2D,6405,,4289,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4289 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62926405,Sapper Hill 1943 (deg),1092,geographic 2D,6405,,4292,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4292 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62936405,Schwarzeck (deg),1169,geographic 2D,6405,,4293,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4293 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62956405,Serindung (deg),1360,geographic 2D,6405,,4295,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4295 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62976405,Tananarive (deg),1149,geographic 2D,6405,,4297,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4297 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62986405,Timbalai 1948 (deg),1362,geographic 2D,6405,,4298,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4298 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-62996405,TM65 (deg),1125,geographic 2D,6405,,4299,101,,,Basis for topographic mapping in Republic of Ireland between 1965 and 1975; for scientific purposes only in Northern Ireland. Recommended coordinate axis representation for computer interchange.,See CRS code 4299 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63006405,TM75 (deg),1305,geographic 2D,6405,,4300,101,,,Basis for topographic mapping. Recommended coordinate axis representation for computer interchange.,See CRS code 4300 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63016405,Tokyo (deg),1364,geographic 2D,6405,,4301,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4301 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63026405,Trinidad 1903 (deg),1322,geographic 2D,6405,,4302,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4302 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63036405,TC(1948) (deg),1363,geographic 2D,6405,,4303,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4303 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63046405,Voirol 1875 (deg),1365,geographic 2D,6405,,4304,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4304 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63066405,Bern 1938 (deg),1286,geographic 2D,6405,,4306,101,,,Used for the geographic coordinates overprinted on topographic maps constructed on the CH1903 / LV03 projected CS (code 21781).,See CRS code 4306 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63076405,Nord Sahara 1959 (deg),1366,geographic 2D,6405,,4307,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4307 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63086405,RT38 (deg),1225,geographic 2D,6405,,4308,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4308 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63096405,Yacare (deg),1247,geographic 2D,6405,,4309,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4309 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63106405,Yoff (deg),1207,geographic 2D,6405,,4310,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4310 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63116405,Zanderij (deg),1222,geographic 2D,6405,,4311,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4311 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63126405,MGI (deg),1321,geographic 2D,6405,,4312,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4312 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63136405,Belge 1972 (deg),1347,geographic 2D,6405,,4313,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4313 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63146405,DHDN (deg),1295,geographic 2D,6405,,4314,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4314 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63156405,Conakry 1905 (deg),1112,geographic 2D,6405,,4315,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4315 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63166405,Dealul Piscului 1933 (deg),1197,geographic 2D,6405,,4316,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4316 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63176405,Dealul Piscului 1970 (deg),1197,geographic 2D,6405,,4317,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4317 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63186405,NGN (deg),1136,geographic 2D,6405,,4318,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4318 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63196405,KUDAMS (deg),1310,geographic 2D,6405,,4319,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4319 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63226405,WGS 72 (deg),1262,geographic 2D,6405,,4322,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4322 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63246405,WGS 72BE (deg),1262,geographic 2D,6405,,4324,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4324 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266405,WGS 84 (deg),1262,geographic 2D,6405,,4326,101,,,Used by the GPS satellite navigation system. Recommended coordinate axis representation for computer interchange.,See CRS code 4326 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266406,WGS 84 (degH),1262,geographic 2D,6406,,4326,102,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266407,WGS 84 (Hdeg),1262,geographic 2D,6407,,4326,103,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266408,WGS 84 (DM),1262,geographic 2D,6408,,4326,104,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266409,WGS 84 (DMH),1262,geographic 2D,6409,,4326,105,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266410,WGS 84 (HDM),1262,geographic 2D,6410,,4326,106,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266411,WGS 84 (DMS),1262,geographic 2D,6411,,4326,107,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266412,WGS 84 (HDMS),1262,geographic 2D,6412,,4326,108,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266413,WGS 84 (3D deg),1262,geographic 3D,6413,,4329,101,,,Used by the GPS satellite navigation system. Recommended coordinate axis representation for computer interchange.,See CRS code 4329 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266414,WGS 84 (3D degH),1262,geographic 3D,6414,,4329,102,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266415,WGS 84 (3D Hdeg),1262,geographic 3D,6415,,4329,103,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266416,WGS 84 (3D DM),1262,geographic 3D,6416,,4329,104,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266417,WGS 84 (3D DMH),1262,geographic 3D,6417,,4329,105,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266418,WGS 84 (3D HDM),1262,geographic 3D,6418,,4329,106,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266419,WGS 84 (3D DMS),1262,geographic 3D,6419,,4329,107,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-63266420,WGS 84 (3D HDMS),1262,geographic 3D,6420,,4329,108,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66006405,Anguilla 1957 (deg),1030,geographic 2D,6405,,4600,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4600 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66016405,Antigua 1943 (deg),1273,geographic 2D,6405,,4601,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4601 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66026405,Dominica 1945 (deg),1082,geographic 2D,6405,,4602,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4602 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66036405,Grenada 1953 (deg),1551,geographic 2D,6405,,4603,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4603 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66046405,Montserrat 1958 (deg),1165,geographic 2D,6405,,4604,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4604 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66056405,St. Kitts 1955 (deg),1200,geographic 2D,6405,,4605,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4605 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66066405,St. Lucia 1955 (deg),1201,geographic 2D,6405,,4606,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4606 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66076405,St. Vincent 1945 (deg),1202,geographic 2D,6405,,4607,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4607 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66086405,NAD27(76) (deg),1367,geographic 2D,6405,,4608,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4608 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66096405,NAD27(CGQ77) (deg),1368,geographic 2D,6405,,4609,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4609 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66106405,Xian 1980 (deg),1067,geographic 2D,6405,,4610,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4610 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66116405,Hong Kong 1980 (deg),1118,geographic 2D,6405,,4611,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4611 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66126405,JGD2000 (deg),1129,geographic 2D,6405,,4612,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4612 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66126413,JGD2000 (3D deg),1129,geographic 3D,6413,,4353,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4353 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-66136405,Segara (deg),1360,geographic 2D,6405,,4613,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4613 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66146405,QND95 (deg),1346,geographic 2D,6405,,4614,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4614 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66156405,Porto Santo (deg),1314,geographic 2D,6405,,4615,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4615 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66166405,Selvagem Grande (deg),2779,geographic 2D,6405,,4616,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4616 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66186405,SAD69 (deg),1358,geographic 2D,6405,,4618,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4618 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66196405,SWEREF99 (deg),1225,geographic 2D,6405,,4619,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4619 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66196413,SWEREF99 (3D deg),1225,geographic 3D,6413,,4377,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4377 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-66206405,Point 58 (deg),2790,geographic 2D,6405,,4620,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4620 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-66216405,Fort Marigot (deg),2828,geographic 2D,6405,,4621,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4621 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66226405,Sainte Anne (deg),2829,geographic 2D,6405,,4622,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4622 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66236405,CSG67 (deg),1097,geographic 2D,6405,,4623,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4623 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66246405,RGFG95 (deg),1097,geographic 2D,6405,,4624,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4624 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66246413,RGFG95 (3D deg),1097,geographic 3D,6413,,4371,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4371 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-66256405,Fort Desaix (deg),1156,geographic 2D,6405,,4625,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4625 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66266405,Piton des Neiges (deg),1196,geographic 2D,6405,,4626,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4626 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66276405,RGR92 (deg),1196,geographic 2D,6405,,4627,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4627 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66276413,RGR92 (3D deg),1196,geographic 3D,6413,,4373,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4373 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-12-07,,0,1
-66286405,Tahiti (deg),2811,geographic 2D,6405,,4628,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4628 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66296405,Tahaa (deg),2812,geographic 2D,6405,,4629,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4629 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66306405,IGN72 Nuku Hiva (deg),2810,geographic 2D,6405,,4630,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4630 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66316405,K0 1949 (deg),2816,geographic 2D,6405,,4631,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4631 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66326405,Combani 1950 (deg),1159,geographic 2D,6405,,4632,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4632 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66336405,IGN56 Lifou (deg),2814,geographic 2D,6405,,4633,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4633 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66346405,IGN72 Grande Terre (deg),2822,geographic 2D,6405,,4662,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4634 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-09-30,2003.24,0,1
-66356405,ST87 Ouvea (deg),2813,geographic 2D,6405,,4635,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4635 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66366405,Petrels 1972 (deg),2817,geographic 2D,6405,,4636,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4636 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66376405,Perroud 1950 (deg),2818,geographic 2D,6405,,4637,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4637 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66386405,Saint Pierre et Miquelon 1950 (deg),1220,geographic 2D,6405,,4638,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4638 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66396405,MOP78 (deg),2815,geographic 2D,6405,,4639,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4639 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66406405,RRAF 1991 (deg),2824,geographic 2D,6405,,4640,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4655 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66406413,RRAF 1991 (3D deg),2824,geographic 3D,6413,,4383,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4383 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66416405,IGN53 Mare (deg),2819,geographic 2D,6405,,4641,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4650 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66426405,ST84 Ile des Pins (deg),2820,geographic 2D,6405,,4642,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4651 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66436405,ST71 Belep (deg),2821,geographic 2D,6405,,4643,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4652 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66446405,NEA74 Noumea (deg),2823,geographic 2D,6405,,4644,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4653 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66456405,RGNC 1991 (deg),1174,geographic 2D,6405,,4645,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4654 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66456413,RGNC 1991 (3D deg),1174,geographic 3D,6413,,4381,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4381 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66466405,Grand Comoros (deg),1071,geographic 2D,6405,,4646,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4640 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-29,,0,1
-66576405,Reykjavik 1900 (deg),1120,geographic 2D,6405,,4657,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4657 for recommended coordinate axis representation for the human interface. See ellipsoid remarks.,EPSG,EPSG,2003-06-27,,0,1
-66586405,Hjorsey 1955 (deg),1120,geographic 2D,6405,,4658,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4658 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-06-27,,0,1
-66596405,ISN93 (deg),1120,geographic 2D,6405,,4659,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4659 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-06-27,,0,1
-66596413,ISN93 (3D deg),1120,geographic 3D,6401,,4386,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4386 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-06-27,,0,1
-66606405,Helle 1954 (deg),2869,geographic 2D,6405,,4660,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4660 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-06-27,,0,1
-66616405,LKS92 (deg),1139,geographic 2D,6405,,4661,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4126 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-06-27,,0,1
-66616413,LKS92 (3D deg),1139,geographic 3D,6413,,4388,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4355 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-06-27,,0,1
-66636405,Porto Santo 1995 (deg),1314,geographic 2D,6405,,4663,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4663 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-08-14,,0,1
-66646405,Azores Oriental 1995 (deg),1345,geographic 2D,6405,,4664,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4664 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-08-14,,0,1
-66656405,Azores Central 1995 (deg),1301,geographic 2D,6405,,4665,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4665 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-08-14,,0,1
-66666405,Lisbon 1890 (deg),1294,geographic 2D,6405,,4666,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4666 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-08-14,,0,1
-66676405,IKBD-92 (deg),2876,geographic 2D,6405,,4667,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4667 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2003-09-01,,0,1
-68016405,Bern 1898 (Bern) (deg),1286,geographic 2D,6405,,4801,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4801 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68026405,Bogota 1975 (Bogota) (deg),1070,geographic 2D,6405,,4802,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4802 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68036405,Lisbon (Lisbon) (deg),1294,geographic 2D,6405,,4803,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4803 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68046405,Makassar (Jakarta) (deg),1316,geographic 2D,6405,,4804,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4804 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68056405,MGI (Ferro) (deg),1321,geographic 2D,6405,,4805,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4805 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68066405,Monte Mario (Rome) (deg),1127,geographic 2D,6405,,4806,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4806 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68086405,Padang (Jakarta) (deg),1355,geographic 2D,6405,,4808,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4808 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68096405,Belge 1950 (Brussels) (deg),1347,geographic 2D,6405,,4809,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4809 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68136405,Batavia (Jakarta) (deg),1285,geographic 2D,6405,,4813,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4813 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68146405,RT38 (Stockholm) (deg),1225,geographic 2D,6405,,4814,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4814 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68156405,Greek (Athens) (deg),1106,geographic 2D,6405,,4815,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4815 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68186405,S-JTSK (Ferro) (deg),1306,geographic 2D,6405,,4818,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4818 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-68206405,Segara (Jakarta) (deg),1285,geographic 2D,6405,,4820,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4820 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
-69036405,Madrid 1870 (Madrid) (deg),1217,geographic 2D,6405,,4903,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4903 for recommended coordinate axis representation for the human interface.,EPSG,EPSG,2002-11-22,,0,1
+2000,Anguilla 1957 / British West Indies Grid,3214,projected,4400,,4600,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,OGP,2000/03/07,1999.740,1,0
+2001,Antigua 1943 / British West Indies Grid,1273,projected,4400,,4601,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,OGP,2000/03/07,1999.740,1,0
+2002,Dominica 1945 / British West Indies Grid,3239,projected,4400,,4602,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,OGP,2000/03/07,1999.740,1,0
+2003,Grenada 1953 / British West Indies Grid,1551,projected,4400,,4603,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,OGP,2000/03/07,1999.740,1,0
+2004,Montserrat 1958 / British West Indies Grid,3279,projected,4400,,4604,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,OGP,2000/03/07,1999.740,1,0
+2005,St. Kitts 1955 / British West Indies Grid,3297,projected,4400,,4605,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,OGP,2006/02/03,1999.740 2006.060,1,0
+2006,St. Lucia 1955 / British West Indies Grid,3298,projected,4400,,4606,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,OGP,2006/02/03,1999.740 2006.060,1,0
+2007,St. Vincent 45 / British West Indies Grid,3300,projected,4400,,4607,19942,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain,OGP,2006/02/03,1999.740 2006.060,1,0
+2008,NAD27(CGQ77) / SCoPQ zone 2,1420,projected,4499,,4609,17700,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,OGP,2000/03/07,1999.740,1,0
+2009,NAD27(CGQ77) / SCoPQ zone 3,1421,projected,4499,,4609,17703,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,OGP,2000/03/07,1999.740,1,0
+2010,NAD27(CGQ77) / SCoPQ zone 4,1422,projected,4499,,4609,17704,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,OGP,2000/03/07,1999.740,1,0
+2011,NAD27(CGQ77) / SCoPQ zone 5,1423,projected,4499,,4609,17705,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,OGP,2000/03/07,1999.740,1,0
+2012,NAD27(CGQ77) / SCoPQ zone 6,1424,projected,4499,,4609,17706,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,OGP,2000/03/07,1999.740,1,0
+2013,NAD27(CGQ77) / SCoPQ zone 7,1425,projected,4499,,4609,17707,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,OGP,2000/03/07,1999.740,1,0
+2014,NAD27(CGQ77) / SCoPQ zone 8,1426,projected,4499,,4609,17708,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,OGP,2000/03/07,1999.740,1,0
+2015,NAD27(CGQ77) / SCoPQ zone 9,1427,projected,4499,,4609,17709,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,OGP,2000/03/07,1999.740,1,0
+2016,NAD27(CGQ77) / SCoPQ zone 10,1428,projected,4499,,4609,17710,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Service of Quebec; Quebec Ministry of Natural Resources.,OGP,2000/03/07,1999.740,1,0
+2017,NAD27(76) / MTM zone 8,1429,projected,4499,,4608,17708,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2000/03/07,1999.740,1,0
+2018,NAD27(76) / MTM zone 9,1430,projected,4499,,4608,17709,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2000/03/07,1999.740,1,0
+2019,NAD27(76) / MTM zone 10,1431,projected,4499,,4608,17710,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2000/03/07,1999.740,1,0
+2020,NAD27(76) / MTM zone 11,1432,projected,4400,,4608,17711,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2000/03/07,1999.740,1,0
+2021,NAD27(76) / MTM zone 12,1433,projected,4400,,4608,17712,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2000/03/07,1999.740,1,0
+2022,NAD27(76) / MTM zone 13,1434,projected,4400,,4608,17713,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2000/03/07,1999.740,1,0
+2023,NAD27(76) / MTM zone 14,1435,projected,4400,,4608,17714,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2000/03/07,1999.740,1,0
+2024,NAD27(76) / MTM zone 15,1436,projected,4400,,4608,17715,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2000/03/07,1999.740,1,0
+2025,NAD27(76) / MTM zone 16,1437,projected,4400,,4608,17716,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2000/03/07,1999.740,1,0
+2026,NAD27(76) / MTM zone 17,1438,projected,4400,,4608,17717,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2000/03/07,1999.740,1,0
+2027,NAD27(76) / UTM zone 15N,1439,projected,4400,,4608,16015,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 15N (code 26715).,,OGP,2000/03/07,1999.740,1,0
+2028,NAD27(76) / UTM zone 16N,1440,projected,4400,,4608,16016,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 16N (code 26716).,,OGP,2000/03/07,1999.740,1,0
+2029,NAD27(76) / UTM zone 17N,1441,projected,4400,,4608,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 17N (code 26717).,,OGP,2000/03/07,1999.740,1,0
+2030,NAD27(76) / UTM zone 18N,1442,projected,4400,,4608,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 18N (code 26718).,,OGP,2000/03/07,1999.740,1,0
+2031,NAD27(CGQ77) / UTM zone 17N,1428,projected,4400,,4609,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 17N (code 26717).,,OGP,2000/03/07,1999.740,1,0
+2032,NAD27(CGQ77) / UTM zone 18N,1443,projected,4400,,4609,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 18N (code 26718).,,OGP,2000/03/07,1999.740,1,0
+2033,NAD27(CGQ77) / UTM zone 19N,1444,projected,4400,,4609,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 19N (code 26719).,,OGP,2000/03/07,1999.740,1,0
+2034,NAD27(CGQ77) / UTM zone 20N,1445,projected,4400,,4609,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 20N (code 26720).,,OGP,2000/03/07,1999.740,1,0
+2035,NAD27(CGQ77) / UTM zone 21N,1446,projected,4400,,4609,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 21N (code 26721).,,OGP,2000/03/07,1999.740,1,0
+2036,NAD83(CSRS98) / New Brunswick Stereo,1447,projected,4500,,4140,19946,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Service New Brunswick Land and Information Standards Manual,OGP,2000/03/07,1999.740 1999.900,1,1
+2037,NAD83(CSRS98) / UTM zone 19N,1448,projected,4400,,4140,16019,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Service New Brunswick Land and Information Standards Manual,OGP,2000/03/07,1999.740 1999.900,1,1
+2038,NAD83(CSRS98) / UTM zone 20N,1449,projected,4400,,4140,16020,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Service New Brunswick Land and Information Standards Manual,OGP,2000/03/07,1999.740 1999.900,1,1
+2039,Israel / Israeli TM Grid,2603,projected,4400,,4141,18204,,,Large and medium scale topographic mapping and engineering survey.,Replaces Israeli CS Grid (EPSG code 28193).,Survey of Israel.,OGP,2002/06/22,1999.740 2002.340,1,0
+2040,Locodjo 1965 / UTM zone 30N,1450,projected,4400,,4142,16030,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Abidjan 87 / UTM 30N (EPSG code 2041).,IGN Paris,OGP,2000/03/07,1999.740,1,0
+2041,Abidjan 1987 / UTM zone 30N,1450,projected,4400,,4143,16030,,,Large and medium scale topographic mapping and engineering survey.,Replaces Locodjo 65 / UTM 30N (EPSG code 2040).,IGN Paris,OGP,2000/03/07,1999.740,1,0
+2042,Locodjo 1965 / UTM zone 29N,1451,projected,4400,,4142,16029,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Abidjan 87 / UTM 29N (EPSG code 2043).,IGN Paris,OGP,2000/03/07,1999.740,1,0
+2043,Abidjan 1987 / UTM zone 29N,1451,projected,4400,,4143,16029,,,Large and medium scale topographic mapping and engineering survey.,Replaces Locodjo 65 / UTM 29N (EPSG code 2042).,IGN Paris,OGP,2000/03/07,1999.740,1,0
+2044,Hanoi 1972 / Gauss-Kruger zone 18,1452,projected,4530,,4147,16218,,,Large and medium scale topographic mapping and engineering survey.,Replaces use of Indian 1960 / UTM zone 48 after 1988. Replaced by VN-2000 / UTM zone 48N (CRS code 3405).,,OGP,2006/09/13,1999.740 2006.740,1,0
+2045,Hanoi 1972 / Gauss-Kruger zone 19,1453,projected,4530,,4147,16219,,,Large and medium scale topographic mapping and engineering survey.,Replaces use of Indian 1960 / UTM zone 49 after 1988. Replaced by VN-2000 / UTM zone 48N (CRS code 3406).,,OGP,2006/09/13,1999.740 2006.840,1,0
+2046,Hartebeesthoek94 / Lo15,1454,projected,6503,,4148,17515,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2000/03/07,1999.740 1999.960 1999.980 2000.040,1,0
+2047,Hartebeesthoek94 / Lo17,1455,projected,6503,,4148,17517,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2000/03/07,1999.740 1999.960 1999.980 2000.040,1,0
+2048,Hartebeesthoek94 / Lo19,1456,projected,6503,,4148,17519,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2000/03/07,1999.740 1999.960 1999.980 2000.040,1,0
+2049,Hartebeesthoek94 / Lo21,1457,projected,6503,,4148,17521,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2000/03/07,1999.740 1999.960 1999.980 2000.040,1,0
+2050,Hartebeesthoek94 / Lo23,1458,projected,6503,,4148,17523,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2000/03/07,1999.740 1999.960 1999.980 2000.040,1,0
+2051,Hartebeesthoek94 / Lo25,1459,projected,6503,,4148,17525,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2000/03/07,1999.740 1999.960 1999.980 2000.040,1,0
+2052,Hartebeesthoek94 / Lo27,1460,projected,6503,,4148,17527,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2000/03/07,1999.740 1999.960 1999.980 2000.040,1,0
+2053,Hartebeesthoek94 / Lo29,1461,projected,6503,,4148,17529,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2000/03/07,1999.740 1999.960 1999.980 2000.040,1,0
+2054,Hartebeesthoek94 / Lo31,1462,projected,6503,,4148,17531,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2000/03/07,1999.740 1999.960 1999.980 2000.040,1,0
+2055,Hartebeesthoek94 / Lo33,1463,projected,6503,,4148,17533,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2000/03/07,1999.740 1999.960 1999.980 2000.040,1,0
+2056,CH1903+ / LV95,1286,projected,4498,,4150,19950,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces CH1903/LV03 (code 21781).,,OGP,2005/05/27,1999.740 2005.180,1,0
+2057,Rassadiran / Nakhl e Taqi,1338,projected,4400,,4153,19951,,,Engineering survey for terminal site only.,,Total-Fina,OGP,2000/03/07,1999.740,1,0
+2058,ED50(ED77) / UTM zone 38N,1464,projected,4400,,4154,16038,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,1999.740,1,0
+2059,ED50(ED77) / UTM zone 39N,1465,projected,4400,,4154,16039,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,1999.740,1,0
+2060,ED50(ED77) / UTM zone 40N,1466,projected,4400,,4154,16040,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,1999.740,1,0
+2061,ED50(ED77) / UTM zone 41N,1467,projected,4400,,4154,16041,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,1999.740,1,0
+2062,Madrid 1870 (Madrid) / Spain,2366,projected,4499,,4903,19921,,,Large and medium scale topographic mapping and engineering survey.,Replaced by ED50 / UTM after 1966.,,OGP,2000/03/07,1999.740,1,0
+2063,Dabola 1981 / UTM zone 28N,1468,projected,4400,,4315,16028,,,Large and medium scale topographic mapping and engineering survey.,Supersedes Conakry 1905 / UTM zone 28 (EPSG code 31528).,,OGP,1999/12/09,,1,1
+2064,Dabola 1981 / UTM zone 29N,1469,projected,4400,,4315,16029,,,Large and medium scale topographic mapping and engineering survey.,Supersedes Conakry 1905 / UTM zone 29 (EPSG code 31529).,,OGP,1999/12/09,,1,1
+2065,S-JTSK (Ferro) / Krovak,1306,projected,6501,,4818,19952,,,Large and medium scale topographic mapping and engineering survey.,,Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,OGP,2000/03/07,,1,0
+2066,Mount Dillon / Tobago Grid,1322,projected,4407,,4157,19924,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,,1,0
+2067,Naparima 1955 / UTM zone 20N,3143,projected,4400,,4158,16020,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,,1,0
+2068,ELD79 / Libya zone 5,1470,projected,4499,,4159,18240,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2069,ELD79 / Libya zone 6,1471,projected,4499,,4159,18241,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2070,ELD79 / Libya zone 7,1472,projected,4499,,4159,18242,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2071,ELD79 / Libya zone 8,1473,projected,4499,,4159,18243,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2072,ELD79 / Libya zone 9,1474,projected,4499,,4159,18244,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2073,ELD79 / Libya zone 10,1475,projected,4499,,4159,18245,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2074,ELD79 / Libya zone 11,1476,projected,4499,,4159,18246,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2075,ELD79 / Libya zone 12,1477,projected,4499,,4159,18247,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2076,ELD79 / Libya zone 13,1478,projected,4499,,4159,18248,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2077,ELD79 / UTM zone 32N,1479,projected,4400,,4159,16032,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2078,ELD79 / UTM zone 33N,1480,projected,4400,,4159,16033,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2079,ELD79 / UTM zone 34N,1481,projected,4400,,4159,16034,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2080,ELD79 / UTM zone 35N,1478,projected,4400,,4159,16035,,,Large and medium scale topographic mapping and engineering survey.,,Brown and Root,OGP,2000/03/07,,1,0
+2081,Chos Malal 1914 / Argentina zone 2,1483,projected,4530,,4160,18032,,,Oil exploration.,,Various oil industry records,OGP,2002/06/22,2002.360,1,0
+2082,Pampa del Castillo / Argentina zone 2,1484,projected,4530,,4161,18032,,,Oil exploration.,,Various oil industry records,OGP,2002/06/22,2002.360,1,0
+2083,Hito XVIII 1963 / Argentina zone 2,1485,projected,4530,,4254,18032,,,Large and medium scale topographic mapping and engineering survey.,,Total-Fina,OGP,2002/06/22,2002.360,1,0
+2084,Hito XVIII 1963 / UTM zone 19S,1486,projected,4400,,4254,16119,,,Large and medium scale topographic mapping and engineering survey.,,Total-Fina,OGP,2000/03/07,,1,0
+2085,NAD27 / Cuba Norte,1487,projected,4532,,4267,18061,,,Large and medium scale topographic mapping and engineering survey.,,Institut Cubano di Hidrografia (ICH),OGP,2000/03/07,,1,1
+2086,NAD27 / Cuba Sur,1488,projected,4532,,4267,18062,,,Large and medium scale topographic mapping and engineering survey.,,Institut Cubano di Hidrografia (ICH),OGP,2000/03/07,,1,1
+2087,ELD79 / TM 12 NE,1482,projected,4400,,4159,16412,,,Oil exploration.,,Total-Fina,OGP,2000/03/07,,1,0
+2088,Carthage / TM 11 NE,1489,projected,4400,,4223,16411,,,Oil exploration by Total.,,Total-Fina,OGP,2000/03/07,,1,0
+2089,Yemen NGN96 / UTM zone 38N,1490,projected,4400,,4163,16038,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2000/03/07,,1,0
+2090,Yemen NGN96 / UTM zone 39N,1491,projected,4400,,4163,16039,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2000/03/07,,1,0
+2091,South Yemen / Gauss Kruger zone 8,1492,projected,4530,,4164,16208,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2000/03/07,,1,1
+2092,South Yemen / Gauss Kruger zone 9,1493,projected,4530,,4164,16209,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2000/03/07,,1,1
+2093,Hanoi 1972 / GK 106 NE,1494,projected,4530,,4147,16586,,,Used for cadastral and large scale topographic mapping.,,BP Amoco,OGP,2000/03/07,,1,0
+2094,WGS 72BE / TM 106 NE,1495,projected,4400,,4324,16506,,,Oil exploration by Total for blocks 10 and 11-1.,,Total-Fina,OGP,2000/03/07,,1,0
+2095,Bissau / UTM zone 28N,3258,projected,4400,,4165,16028,,,Large and medium scale topographic mapping and engineering survey.,,US National Imagery and Mapping Agency TR8350.2.,OGP,2000/03/07,,1,0
+2096,Korean 1985 / Korea East Belt,1496,projected,4530,,4162,18251,,,Large and medium scale topographic mapping and engineering survey.,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org,OGP,2005/09/29,2001.280 2005.460,1,0
+2097,Korean 1985 / Korea Central Belt,1497,projected,4530,,4162,18252,,,Large and medium scale topographic mapping and engineering survey.,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org,OGP,2005/09/29,2001.280 2005.460,1,0
+2098,Korean 1985 / Korea West Belt,1498,projected,4530,,4162,18253,,,Large and medium scale topographic mapping and engineering survey.,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org,OGP,2005/09/29,2001.280 2005.460,1,0
+2099,Qatar 1948 / Qatar Grid,1346,projected,4400,,4286,19953,,,Large and medium scale topographic mapping and engineering survey.,Also known as Qatar Plane Coordinate or QPC system. Replaced by Qatar National Grid (code 28600).,,OGP,2000/03/07,,1,0
+2100,GGRS87 / Greek Grid,1106,projected,4400,,4121,19930,,,Large and medium scale topographic mapping and engineering survey.,Oil industry uses ED50 / UTM zone 34N and ED50 / UTM zone 35N.,Geodesy Department; Public Petroleum Corporation of Greece.,OGP,2005/05/27,2005.180,1,0
+2101,Lake / Maracaibo Grid M1,1319,projected,4499,,4249,18260,,,Oil exploration.,"Grid coordinates are (0 0) at Maracaibo Cathedral (10°38'34.678""N, 71°36'20.224""W; Lake datum). Used by Creole; MGO and Sun.",Various oil company sources.,OGP,2008/06/23,2008.045,1,0
+2102,Lake / Maracaibo Grid,1319,projected,4499,,4249,18261,,,Oil exploration.,"Grid coordinates are (200000 200000) at Maracaibo Cathedral (10°38'34.678""N, 71°36'20.224""W; Lake datum). Used for Lake triangulation coordinate listing.",Various oil company sources.,OGP,2008/06/23,2008.045,1,0
+2103,Lake / Maracaibo Grid M3,1319,projected,4499,,4249,18262,,,Oil exploration.,"Grid coordinates are (500000 500000) at Maracaibo Cathedral (10°38'34.678""N, 71°36'20.224""W; Lake datum). Used by Varco.",Various oil company sources.,OGP,2008/06/23,2008.045,1,0
+2104,Lake / Maracaibo La Rosa Grid,1499,projected,4499,,4249,18263,,,Oil exploration.,"Grid coordinates are (X=-17044 Y=29545) at Maracaibo Cathedral (10°38'34.678""N, 71°36'20.224""W; Lake datum).¶Do not confuse with the La Rosa grid used in the Cabinas area (code 5810).",Various oil company sources.,OGP,2008/06/23,2008.045,1,0
+2105,NZGD2000 / Mount Eden 2000,1500,projected,4500,,4167,17931,,,Cadastral surveys.,Replaced NZGD49 / Mount Eden Circuit (code 27205) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2106,NZGD2000 / Bay of Plenty 2000,1500,projected,4500,,4167,17932,,,Cadastral surveys.,Replaced NZGD49 / Bay of Plenty Circuit (code 27206) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2107,NZGD2000 / Poverty Bay 2000,1500,projected,4500,,4167,17933,,,Cadastral surveys.,Replaced NZGD49 / Poverty Bay Circuit (code 27207) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2108,NZGD2000 / Hawkes Bay 2000,1500,projected,4500,,4167,17934,,,Cadastral surveys.,Replaced NZGD49 / Hawkes Bay Circuit (code 27208) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2109,NZGD2000 / Taranaki 2000,1500,projected,4500,,4167,17935,,,Cadastral surveys.,Replaced NZGD49 / Taranaki Circuit (code 27209) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2110,NZGD2000 / Tuhirangi 2000,1500,projected,4500,,4167,17936,,,Cadastral surveys.,Replaced NZGD49 / Tuhirangi Circuit (code 27210) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2111,NZGD2000 / Wanganui 2000,1500,projected,4500,,4167,17937,,,Cadastral surveys.,Replaced NZGD49 / Wanganui Circuit (code 27211) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2112,NZGD2000 / Wairarapa 2000,1500,projected,4500,,4167,17938,,,Cadastral surveys.,Replaced NZGD49 / Wairarapa Circuit (code 27212) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2113,NZGD2000 / Wellington 2000,1500,projected,4500,,4167,17939,,,Cadastral surveys.,Replaced NZGD49 / Wellington Circuit (code 27213) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2114,NZGD2000 / Collingwood 2000,1501,projected,4500,,4167,17940,,,Cadastral surveys.,Replaced NZGD49 / Collingwood Circuit (code 27214) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2115,NZGD2000 / Nelson 2000,1501,projected,4500,,4167,17941,,,Cadastral surveys.,Replaced NZGD49 / Nelson Circuit (code 27215) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2116,NZGD2000 / Karamea 2000,1501,projected,4500,,4167,17942,,,Cadastral surveys.,Replaced NZGD49 / Karamea Circuit (code 27216) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2117,NZGD2000 / Buller 2000,1501,projected,4500,,4167,17943,,,Cadastral surveys.,Replaced NZGD49 / Buller Circuit (code 27217) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2118,NZGD2000 / Grey 2000,1501,projected,4500,,4167,17944,,,Cadastral surveys.,Replaced NZGD49 / Grey Circuit (code 27218) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2119,NZGD2000 / Amuri 2000,1501,projected,4500,,4167,17945,,,Cadastral surveys.,Replaced NZGD49 / Amuri Circuit (code 27219) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2120,NZGD2000 / Marlborough 2000,1501,projected,4500,,4167,17946,,,Cadastral surveys.,Replaced NZGD49 / Marlborough Circuit (code 27220) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2121,NZGD2000 / Hokitika 2000,1501,projected,4500,,4167,17947,,,Cadastral surveys.,Replaced NZGD49 / Hokitika Circuit (code 27221) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2122,NZGD2000 / Okarito 2000,1501,projected,4500,,4167,17948,,,Cadastral surveys.,Replaced NZGD49 / Okarito Circuit (code 27222) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2123,NZGD2000 / Jacksons Bay 2000,1501,projected,4500,,4167,17949,,,Cadastral surveys.,Replaced NZGD49 / Jacksons Bay Circuit (code 27223) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2124,NZGD2000 / Mount Pleasant 2000,1501,projected,4500,,4167,17950,,,Cadastral surveys.,Replaced NZGD49 / Mount Pleasant Circuit (code 27224) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2125,NZGD2000 / Gawler 2000,1501,projected,4500,,4167,17951,,,Cadastral surveys.,Replaced NZGD49 / Gawler Circuit (code 27225) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2126,NZGD2000 / Timaru 2000,1501,projected,4500,,4167,17952,,,Cadastral surveys.,Replaced NZGD49 / Timaru Circuit (code 27226) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2127,NZGD2000 / Lindis Peak 2000,1501,projected,4500,,4167,17953,,,Cadastral surveys.,Replaced NZGD49 / Lindis Peak Circuit (code 27227) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2128,NZGD2000 / Mount Nicholas 2000,1501,projected,4500,,4167,17954,,,Cadastral surveys.,Replaced NZGD49 / Mount Nicholas Circuit (code 27228) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2129,NZGD2000 / Mount York 2000,1501,projected,4500,,4167,17955,,,Cadastral surveys.,Replaced NZGD49 / Mount York Circuit (code 27229) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2130,NZGD2000 / Observation Point 2000,1501,projected,4500,,4167,17956,,,Cadastral surveys.,Replaced NZGD49 / Observation Point Circuit (code 27230) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2131,NZGD2000 / North Taieri 2000,1501,projected,4500,,4167,17957,,,Cadastral surveys.,Replaced NZGD49 / North Taieri Circuit (code 27231) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2132,NZGD2000 / Bluff 2000,1501,projected,4500,,4167,17958,,,Cadastral surveys.,Replaced NZGD49 / Bluff Circuit (code 27232) from March 2000.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2133,NZGD2000 / UTM zone 58S,1502,projected,4400,,4167,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaces NZGD49 / UTM zone 58S (code 27258) from March 2000.,,OGP,2000/10/19,,1,0
+2134,NZGD2000 / UTM zone 59S,1503,projected,4400,,4167,16159,,,Large and medium scale topographic mapping and engineering survey.,Replaces NZGD49 / UTM zone 59S (code 27259) from March 2000.,,OGP,2000/10/19,,1,0
+2135,NZGD2000 / UTM zone 60S,1504,projected,4400,,4167,16160,,,Large and medium scale topographic mapping and engineering survey.,Replaces NZGD49 / UTM zone 60S (code 27260) from March 2000.,,OGP,2000/10/19,,1,0
+2136,Accra / Ghana National Grid,3252,projected,4404,,4168,19959,,,Large and medium scale topographic mapping and engineering survey.,Ellipsoid semi-major axis (a)=20926201 Gold Coast feet. ProjCRS sometimes found in metric form: 1 Gold Coast foot = 0.3047997101815 m.¶Replaced by Leigon / Ghana Metric Grid from 1978.,Ordnance Survey International,OGP,2000/10/19,,1,0
+2137,Accra / TM 1 NW,1505,projected,4400,,4168,17001,,,Oil exploration.,,Various oil industry sources,OGP,2000/10/19,,1,0
+2138,NAD27(CGQ77) / Quebec Lambert,1368,projected,4499,,4609,19944,,,Medium and small scale mapping.,Replaced NAD27 / Quebec Lambert (code 32098) in 1977.,Service de la Cartographie; Ministère des Ressources Naturelles; Quebec,OGP,2000/10/19,,1,0
+2139,NAD83(CSRS98) / SCoPQ zone 2,1420,projected,4499,,4140,17700,,,Large and medium scale topographic mapping and engineering survey.,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2000/10/19,,1,1
+2140,NAD83(CSRS98) / MTM zone 3,1421,projected,4496,,4140,17703,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 3"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2000/10/19,,1,1
+2141,NAD83(CSRS98) / MTM zone 4,1422,projected,4496,,4140,17704,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 4"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2000/10/19,,1,1
+2142,NAD83(CSRS98) / MTM zone 5,1423,projected,4496,,4140,17705,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 5"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2000/10/19,,1,1
+2143,NAD83(CSRS98) / MTM zone 6,1424,projected,4496,,4140,17706,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 6"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2000/10/19,,1,1
+2144,NAD83(CSRS98) / MTM zone 7,1425,projected,4496,,4140,17707,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 7"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2000/10/19,,1,1
+2145,NAD83(CSRS98) / MTM zone 8,1426,projected,4496,,4140,17708,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 8"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2000/10/19,,1,1
+2146,NAD83(CSRS98) / MTM zone 9,1427,projected,4496,,4140,17709,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 9"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2000/10/19,,1,1
+2147,NAD83(CSRS98) / MTM zone 10,1428,projected,4496,,4140,17710,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS98) / SCoPQ zone 10"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2000/10/19,,1,1
+2148,NAD83(CSRS98) / UTM zone 21N,1446,projected,4400,,4140,16021,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,OGP,2000/10/19,,1,1
+2149,NAD83(CSRS98) / UTM zone 18N,1443,projected,4400,,4140,16018,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,OGP,2000/10/19,,1,1
+2150,NAD83(CSRS98) / UTM zone 17N,1428,projected,4400,,4140,16017,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,OGP,2000/10/19,,1,1
+2151,NAD83(CSRS98) / UTM zone 13N,1506,projected,4400,,4140,16013,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,OGP,2000/10/19,,1,1
+2152,NAD83(CSRS98) / UTM zone 12N,1507,projected,4400,,4140,16012,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,OGP,2000/10/19,,1,1
+2153,NAD83(CSRS98) / UTM zone 11N,1508,projected,4400,,4140,16011,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada.,OGP,2000/10/19,,1,1
+2154,RGF93 / Lambert-93,1096,projected,4499,,4171,18085,,,Large and medium scale topographic mapping and engineering survey.,,IGN - Paris,OGP,2008/04/22,2005.180 2008.030,1,0
+2155,American Samoa 1962 / American Samoa Lambert,1027,projected,4497,,4169,15300,,,Large and medium scale topographic mapping and engineering survey.,Superseded by projCRS 2156 as of mid-2000.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2000/10/19,,1,1
+2156,NAD83(HARN) / UTM zone 59S,1027,projected,4400,,4152,16159,,,Large and medium scale topographic mapping and engineering survey.,Supersedes projCRS 2155; effective in 2000.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2000/10/19,,1,1
+2157,IRENET95 / Irish Transverse Mercator,1305,projected,4400,,4173,19962,,,Large and medium scale topographic mapping and engineering survey.,Replaces TM75 / Irish Grid (code 29903) from 1/1/2001.,Ordnance Survey of Ireland,OGP,2004/04/07,2004.220,1,0
+2158,IRENET95 / UTM zone 29N,1125,projected,4400,,4173,16029,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Ireland,OGP,2000/10/19,,1,0
+2159,Sierra Leone 1924 / New Colony Grid,1342,projected,4404,,4174,19963,,,Topographic mapping and engineering survey.,Replaces the Sierra Leone 1924 / Colony Grid. New grid is 422.3 ft west and 112.1 ft south of old grid. Ellipsoid semi-major axis (a)=20926201 Gold Coast feet; 1 Gold Coast foot = 0.3047997101815 m.,Ordnance Survey International,OGP,2001/06/05,,1,0
+2160,Sierra Leone 1924 / New War Office Grid,1342,projected,4404,,4174,19964,,,Topographic mapping,Replaces the Sierra Leone War Office Grid. New grid is 422.3 ft west and 112.1 ft south of old grid. Ellipsoid semi-major axis (a)=20926201 Gold Coast feet; 1 Gold Coast foot = 0.3047997101815 m.,Ordnance Survey International,OGP,2001/06/05,,1,0
+2161,Sierra Leone 1968 / UTM zone 28N,1509,projected,4400,,4175,16028,,,Topographic mapping and engineering survey.,Replaces Sierra Leone 1960 / UTM zone 28N. The 1968 readjustment coordinates are within 3m of the 1960 provisional adjustment.,Ordnance Survey International,OGP,2001/06/05,,1,0
+2162,Sierra Leone 1968 / UTM zone 29N,1510,projected,4400,,4175,16029,,,Topographic mapping and engineering survey.,Replaces Sierra Leone 1960 / UTM zone 29N. The 1968 readjustment coordinates are within 3m of the 1960 provisional adjustment.,Ordnance Survey International,OGP,2001/06/05,,1,0
+2163,US National Atlas Equal Area,1245,projected,4499,,4052,19965,,,For small scale (1:1million and smaller) statistical mapping.,Uses spherical projection formulae. USGS documentation describes sphere as derived from GRS80/WGS84 ellipsoid but that actually used is Clarke 1866. For 1:1million and smaller scale maps there is no significant difference.,"United States Geological Survey, Western Geographic Science Center",OGP,2004/04/27,2003.330,1,0
+2164,Locodjo 1965 / TM 5 NW,2296,projected,4400,,4142,17005,,,Oil industry use.,,Various oil industry sources,OGP,2001/06/05,,1,0
+2165,Abidjan 1987 / TM 5 NW,2296,projected,4400,,4143,17005,,,Oil Industry,,Various oil industry sources,OGP,2001/06/05,,1,0
+2166,Pulkovo 1942(83) / Gauss Kruger zone 3,1512,projected,4530,,4178,16263,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",In Thuringen superseded by DHDN / Gauss Kruger zone 3.,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,1
+2167,Pulkovo 1942(83) / Gauss Kruger zone 4,1513,projected,4530,,4178,16264,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",In Brandenburg superseded by ETRS89 / UTM zone 33N. ¶In Sachsen and Thuringen superseded by DHDN / Gauss Kruger zone 4.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,1
+2168,Pulkovo 1942(83) / Gauss Kruger zone 5,1512,projected,4530,,4178,16265,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",In Brandenburg superseded by ETRS89 / UTM zone 33N. ¶In Sachsen superseded by RD/83 / Gauss Kruger zone 5.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,1
+2169,Luxembourg 1930 / Gauss,1146,projected,4530,,4181,19966,,,Large and medium scale topographic mapping and engineering survey.,,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+2170,MGI / Slovenia Grid,1212,projected,4530,,4312,19967,,,Large and medium scale topographic mapping and engineering survey.,Truncated form of MGI / Balkans zone 5 (CRS code 31275). Replaced by D48/GK (CRS code 3787) soon after Slovenian independence.,,OGP,2008/04/11,2005.180 2008.019,1,0
+2171,Pulkovo 1942(58) / Poland zone I,1515,projected,4530,,4179,18281,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Superseded by ETRS89 / Poland CS2000 zones 7 and 8 (codes 2178-79).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,1
+2172,Pulkovo 1942(58) / Poland zone II,1516,projected,4530,,4179,18282,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 7 and 8 (codes 2178-79).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+2173,Pulkovo 1942(58) / Poland zone III,1517,projected,4530,,4179,18283,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 5 and 6 (codes 2176-77).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+2174,Pulkovo 1942(58) / Poland zone IV,1518,projected,4530,,4179,18284,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 5 and 6 (codes 2176-77).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+2175,Pulkovo 1942(58) / Poland zone V,1519,projected,4530,,4179,18285,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zone 6 (code 2177).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+2176,ETRS89 / Poland CS2000 zone 5,1520,projected,4531,,4258,18305,,,"Large (1:5,000 and greater) scale topographic mapping and cadastral survey.",See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/02/02,2005.180 2007.014,1,0
+2177,ETRS89 / Poland CS2000 zone 6,1521,projected,4531,,4258,18306,,,"Large (1:5,000 and greater) scale topographic mapping and cadastral survey.",See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/02/02,2005.180 2007.014,1,0
+2178,ETRS89 / Poland CS2000 zone 7,1522,projected,4531,,4258,18307,,,"Large (1:5,000 and greater) scale topographic mapping and cadastral survey.",See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/02/02,2005.180 2007.014,1,0
+2179,ETRS89 / Poland CS2000 zone 8,1523,projected,4531,,4258,18308,,,"Large (1:5,000 and greater) scale topographic mapping and cadastral survey.",See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/02/02,2005.180 2007.014,1,0
+2180,ETRS89 / Poland CS92,1192,projected,4531,,4258,18300,,,"Medium and small scale topographic mapping (1:10,000 and smaller).",See ETRS89 / Poland CS2000 zones 5- 8 (codes 2176-79) for large scale purposes.,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/02/02,2005.180 2007.014,1,0
+2188,Azores Occidental 1939 / UTM zone 25N,1344,projected,4400,,4182,16025,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+2189,Azores Central 1948 / UTM zone 26N,1301,projected,4400,,4183,16026,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+2190,Azores Oriental 1940 / UTM zone 26N,1345,projected,4400,,4184,16026,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2003.231 2005.180,1,0
+2191,Madeira 1936 / UTM zone 28N,1314,projected,4400,,4185,16028,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,1
+2192,ED50 / France EuroLambert,1326,projected,4499,,4230,18086,,,Medium scale topographic and statistical mapping.,,IGN Paris via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,0
+2193,NZGD2000 / New Zealand Transverse Mercator 2000,3285,projected,4500,,4167,19971,,,Large and medium scale topographic mapping and engineering survey.,Replaces NZGD49 / New Zealand Map Grid (code 27200) from July 2001.,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,2008.023,1,0
+2194,American Samoa 1962 / American Samoa Lambert,1027,projected,4497,,4169,15301,,,Large and medium scale topographic mapping and engineering survey.,Superseded by projCRS 2156 as of mid-2000.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2001/08/28,,1,1
+2195,NAD83(HARN) / UTM zone 2S,3110,projected,4400,,4152,16102,,,Large and medium scale topographic mapping and engineering survey.,Replaces American Samoa 1962 / American Samoa Lambert (projCRS 3102) effective from 2000.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2005/05/21,2004.450 2005.230,1,0
+2196,ETRS89 / Kp2000 Jutland,2531,projected,4400,,4258,18401,,,"Large and scale topographic mapping, cadastral and engineering survey. Note: for medium scale topographic mapping ETRS89 / UTM zone 32N (code 25832) is used.",Replaces System 34 Jutland zone.,Kort & Matrikelstyrelsen,OGP,2007/02/02,2007.014,1,0
+2197,ETRS89 / Kp2000 Zealand,2532,projected,4400,,4258,18402,,,"Large and scale topographic mapping, cadastral and engineering survey. Note: for medium scale topographic mapping ETRS89 / UTM zone 32N (code 25832) is used.",Replaces System 34 Zealand zone.,Kort & Matrikelstyrelsen,OGP,2007/02/02,2007.014,1,0
+2198,ETRS89 / Kp2000 Bornholm,2533,projected,4400,,4258,18403,,,"Large and scale topographic mapping, cadastral and engineering survey. Note: for medium scale topographic mapping ETRS89 / UTM zone 33N (code 25833) is used.",Replaces System 45.,Kort & Matrikelstyrelsen,OGP,2007/02/02,2007.014,1,0
+2199,Albanian 1987 / Gauss Kruger zone 4,1025,projected,4530,,4191,16204,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/11/06,,1,1
+2200,ATS77 / New Brunswick Stereographic (ATS77),1447,projected,4500,,4122,19945,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,OGP,1999/10/20,1999.610,1,0
+2201,REGVEN / UTM zone 18N,1693,projected,4400,,4189,16018,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2001/11/06,,1,0
+2202,REGVEN / UTM zone 19N,1694,projected,4400,,4189,16019,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2001/11/06,,1,0
+2203,REGVEN / UTM zone 20N,1695,projected,4400,,4189,16020,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2001/11/06,,1,0
+2204,NAD27 / Tennessee,1411,projected,4497,,4267,15302,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2001/11/06,2001.450,1,0
+2205,NAD83 / Kentucky North,2202,projected,4499,,4269,15303,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2246 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2001/11/06,2001.450,1,0
+2206,ED50 / 3-degree Gauss-Kruger zone 9,1524,projected,4530,,4230,16269,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM27 (code 2319).,OGP,OGP,2001/11/06,,1,0
+2207,ED50 / 3-degree Gauss-Kruger zone 10,1525,projected,4530,,4230,16270,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM30 (code 2320).,OGP,OGP,2001/11/06,,1,0
+2208,ED50 / 3-degree Gauss-Kruger zone 11,1526,projected,4530,,4230,16271,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM33 (code 2321).,OGP,OGP,2001/11/06,,1,0
+2209,ED50 / 3-degree Gauss-Kruger zone 12,1527,projected,4530,,4230,16272,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM36 (code 2322).,OGP,OGP,2001/11/06,,1,0
+2210,ED50 / 3-degree Gauss-Kruger zone 13,1528,projected,4530,,4230,16273,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM39 (code 2323).,OGP,OGP,2001/11/06,,1,0
+2211,ED50 / 3-degree Gauss-Kruger zone 14,1529,projected,4530,,4230,16274,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM42 (code 2324).,OGP,OGP,2001/11/06,,1,0
+2212,ED50 / 3-degree Gauss-Kruger zone 15,1530,projected,4530,,4230,16275,,,Large scale topographic mapping and cadastral survey.,Also found with truncated false easting - see ED50 / TM45 (code 2325).,OGP,OGP,2001/11/06,,1,0
+2213,ETRS89 / TM 30 NE,2546,projected,4400,,4258,16430,,,Oil industry usage.,,,OGP,2007/02/02,2007.014,1,0
+2214,Douala 1948 / AOF west,2555,projected,4400,,4192,18415,,,Medium and small scale topographic mapping and engineering survey.,Superseded by Manoca 1962 / UTM zone 32N (code 2215).,,OGP,2002/01/18,,1,1
+2215,Manoca 1962 / UTM zone 32N,2555,projected,4400,,4193,16032,,,Large and medium scale topographic mapping and engineering survey.,Replaces Douala 1948 / AOF west (code 2214). The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGN) ellipsoid (code 7012) but in practice this CRS has used the IGN version.,,OGP,2002/11/18,2002.840,1,0
+2216,Qornoq 1927 / UTM zone 22N,2573,projected,4400,,4194,16022,,,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2002/01/18,,1,0
+2217,Qornoq 1927 / UTM zone 23N,2572,projected,4400,,4194,16023,,,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2002/01/18,,1,0
+2218,Scoresbysund 1952 / Greenland zone 5 east,3370,projected,4501,,4195,18425,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2006/03/16,2006.220,1,0
+2219,ATS77 / UTM zone 19N,1531,projected,4400,,4122,16019,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,OGP,1997/07/22,,1,0
+2220,ATS77 / UTM zone 20N,1532,projected,4400,,4122,16020,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,OGP,1997/07/22,,1,0
+2221,Scoresbysund 1952 / Greenland zone 6 east,3369,projected,4501,,4195,18426,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2006/03/16,2006.220,1,0
+2222,NAD83 / Arizona East (ft),2167,projected,4495,,4269,15304,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26948. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2223,NAD83 / Arizona Central (ft),2166,projected,4495,,4269,15305,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26949. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2224,NAD83 / Arizona West (ft),2168,projected,4495,,4269,15306,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26950. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2225,NAD83 / California zone 1 (ftUS),2175,projected,4497,,4269,15307,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26941. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2226,NAD83 / California zone 2 (ftUS),2176,projected,4497,,4269,15308,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26942. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2227,NAD83 / California zone 3 (ftUS),2177,projected,4497,,4269,15309,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26943. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2228,NAD83 / California zone 4 (ftUS),2178,projected,4497,,4269,15310,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26944. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2229,NAD83 / California zone 5 (ftUS),2182,projected,4497,,4269,15311,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26945. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2230,NAD83 / California zone 6 (ftUS),2180,projected,4497,,4269,15312,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26946. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2231,NAD83 / Colorado North (ftUS),2184,projected,4497,,4269,15313,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26953. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2232,NAD83 / Colorado Central (ftUS),2183,projected,4497,,4269,15314,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26954. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2233,NAD83 / Colorado South (ftUS),2185,projected,4497,,4269,15315,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26955. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2234,NAD83 / Connecticut (ftUS),1377,projected,4497,,4269,15316,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26956. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2235,NAD83 / Delaware (ftUS),1378,projected,4497,,4269,15317,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26957. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2236,NAD83 / Florida East (ftUS),2186,projected,4497,,4269,15318,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26958. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2237,NAD83 / Florida West (ftUS),2188,projected,4497,,4269,15319,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26959. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2238,NAD83 / Florida North (ftUS),2187,projected,4497,,4269,15320,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26960. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2239,NAD83 / Georgia East (ftUS),2189,projected,4497,,4269,15321,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26966. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2240,NAD83 / Georgia West (ftUS),2190,projected,4497,,4269,15322,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26967. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2241,NAD83 / Idaho East (ftUS),2192,projected,4497,,4269,15323,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26968. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2242,NAD83 / Idaho Central (ftUS),2191,projected,4497,,4269,15324,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26969. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2243,NAD83 / Idaho West (ftUS),2193,projected,4497,,4269,15325,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26970. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2244,NAD83 / Indiana East (ftUS),2196,projected,4497,,4269,15326,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26973. For applications with an accuracy of better than 1m, superseded by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,1
+2245,NAD83 / Indiana West (ftUS),2197,projected,4497,,4269,15327,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26974. For applications with an accuracy of better than 1m, superseded by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,1
+2246,NAD83 / Kentucky North (ftUS),2202,projected,4497,,4269,15328,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 2205. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2247,NAD83 / Kentucky South (ftUS),2203,projected,4497,,4269,15329,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26980. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2248,NAD83 / Maryland (ftUS),1389,projected,4497,,4269,15330,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26985. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2249,NAD83 / Massachusetts Mainland (ftUS),2209,projected,4497,,4269,15331,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26986. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2250,NAD83 / Massachusetts Island (ftUS),2208,projected,4497,,4269,15332,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26987. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2251,NAD83 / Michigan North (ft),1723,projected,4495,,4269,15333,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26988. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2252,NAD83 / Michigan Central (ft),1724,projected,4495,,4269,15334,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26989. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2253,NAD83 / Michigan South (ft),1725,projected,4495,,4269,15335,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26990. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2254,NAD83 / Mississippi East (ftUS),2216,projected,4497,,4269,15336,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26994. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2255,NAD83 / Mississippi West (ftUS),2217,projected,4497,,4269,15337,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26995. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2256,NAD83 / Montana (ft),1395,projected,4495,,4269,15338,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32100. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2257,NAD83 / New Mexico East (ftUS),2228,projected,4497,,4269,15339,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32112. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2258,NAD83 / New Mexico Central (ftUS),2231,projected,4497,,4269,15340,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32113. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2259,NAD83 / New Mexico West (ftUS),2232,projected,4497,,4269,15341,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32114. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2260,NAD83 / New York East (ftUS),2234,projected,4497,,4269,15342,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32115. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2261,NAD83 / New York Central (ftUS),2233,projected,4497,,4269,15343,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32116. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2262,NAD83 / New York West (ftUS),2236,projected,4497,,4269,15344,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32117. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2263,NAD83 / New York Long Island (ftUS),2235,projected,4497,,4269,15345,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32118. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2264,NAD83 / North Carolina (ftUS),1402,projected,4497,,4269,15346,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32119. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/19,,1,0
+2265,NAD83 / North Dakota North (ft),2237,projected,4495,,4269,15347,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32120. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2266,NAD83 / North Dakota South (ft),2238,projected,4495,,4269,15348,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32121. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2267,NAD83 / Oklahoma North (ftUS),2241,projected,4497,,4269,15349,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32124. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2268,NAD83 / Oklahoma South (ftUS),2242,projected,4497,,4269,15350,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32125. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2269,NAD83 / Oregon North (ft),2243,projected,4495,,4269,15351,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32126. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2270,NAD83 / Oregon South (ft),2244,projected,4495,,4269,15352,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32127. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2271,NAD83 / Pennsylvania North (ftUS),2245,projected,4497,,4269,15353,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32128. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/19,,1,0
+2272,NAD83 / Pennsylvania South (ftUS),2246,projected,4497,,4269,15354,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32129. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/19,,1,0
+2273,NAD83 / South Carolina (ft),1409,projected,4495,,4269,15355,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). Federal definition is metric - see CRS code 32133. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/19,2005.891,1,0
+2274,NAD83 / Tennessee (ftUS),1411,projected,4497,,4269,15356,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32136. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2275,NAD83 / Texas North (ftUS),2253,projected,4497,,4269,15357,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32137. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2276,NAD83 / Texas North Central (ftUS),2254,projected,4497,,4269,15358,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32138. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2277,NAD83 / Texas Central (ftUS),2252,projected,4497,,4269,15359,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32139. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2278,NAD83 / Texas South Central (ftUS),2527,projected,4497,,4269,15360,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32140. For onshore applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2006/07/14,2006.392,1,0
+2279,NAD83 / Texas South (ftUS),2528,projected,4497,,4269,15361,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32141. For onshore applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2006/07/14,2006.392,1,0
+2280,NAD83 / Utah North (ft),2258,projected,4495,,4269,15362,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32142. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/20,2006.905,0,0
+2281,NAD83 / Utah Central (ft),2257,projected,4495,,4269,15363,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32143. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/20,2006.905,0,0
+2282,NAD83 / Utah South (ft),2259,projected,4495,,4269,15364,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32144. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/20,2006.905,0,0
+2283,NAD83 / Virginia North (ftUS),2260,projected,4497,,4269,15365,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32146. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2284,NAD83 / Virginia South (ftUS),2261,projected,4497,,4269,15366,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32147. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2285,NAD83 / Washington North (ftUS),2273,projected,4497,,4269,15367,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32148. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2286,NAD83 / Washington South (ftUS),2274,projected,4497,,4269,15368,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32149. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2287,NAD83 / Wisconsin North (ftUS),2267,projected,4497,,4269,15369,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32152. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2288,NAD83 / Wisconsin Central (ftUS),2266,projected,4497,,4269,15370,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32153. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2289,NAD83 / Wisconsin South (ftUS),2268,projected,4497,,4269,15371,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32154. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2001/11/06,,1,0
+2290,ATS77 / Prince Edward Isl. Stereographic (ATS77),1533,projected,4496,,4122,19933,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,OGP,1997/11/13,,1,0
+2291,NAD83(CSRS98) / Prince Edward Isl. Stereographic (NAD83),1533,projected,4496,,4122,19960,,,Large and medium scale topographic mapping and engineering survey.,Deprecated due to error in source geogCRS.,PEI Department of Transportation & Public Works,OGP,2000/10/19,,1,1
+2292,NAD83(CSRS98) / Prince Edward Isl. Stereographic (NAD83),1533,projected,4496,,4140,19960,,,Large and medium scale topographic mapping and engineering survey.,,PEI Department of Transportation & Public Works,OGP,2001/08/28,,1,1
+2294,ATS77 / MTM Nova Scotia zone 4,1534,projected,4400,,4122,17794,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,OGP,1997/11/13,,1,0
+2295,ATS77 / MTM Nova Scotia zone 5,1535,projected,4400,,4122,17795,,,Large and medium scale topographic mapping and engineering survey.,In use from 1979. To be phased out in late 1990's.,Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.,OGP,1997/11/13,,1,0
+2296,Ammassalik 1958 / Greenland zone 7 east,2571,projected,4501,,4196,18427,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2006/03/16,2006.220,1,0
+2297,Qornoq 1927 / Greenland zone 1 east,2556,projected,4501,,4194,18421,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,1
+2298,Qornoq 1927 / Greenland zone 2 east,2557,projected,4501,,4194,18422,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,1
+2299,Qornoq 1927 / Greenland zone 2 west,3368,projected,4501,,4194,18432,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2006/03/16,2006.220,1,0
+2300,Qornoq 1927 / Greenland zone 3 east,2558,projected,4501,,4194,18423,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,1
+2301,Qornoq 1927 / Greenland zone 3 west,3367,projected,4501,,4194,18433,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2006/03/16,2006.220,1,0
+2302,Qornoq 1927 / Greenland zone 4 east,2559,projected,4501,,4194,18424,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,1
+2303,Qornoq 1927 / Greenland zone 4 west,3366,projected,4501,,4194,18434,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2006/03/16,2006.220,1,0
+2304,Qornoq 1927 / Greenland zone 5 west,3365,projected,4501,,4194,18435,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2006/03/16,2006.220,1,0
+2305,Qornoq 1927 / Greenland zone 6 west,3364,projected,4501,,4194,18436,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2006/03/16,2006.220,1,0
+2306,Qornoq 1927 / Greenland zone 7 west,3363,projected,4501,,4194,18437,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2006/03/16,2006.220,1,0
+2307,Qornoq 1927 / Greenland zone 8 east,2569,projected,4501,,4194,18428,,,Topographic mapping.,Coordinate system second axis has abbreviation E but is positive to the west.,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2002/01/26,,1,0
+2308,Batavia / TM 109 SE,2577,projected,4400,,4211,16709,,,Used by Arco and BP for ONWJ.,,BP Indonesia.,OGP,2002/02/12,,1,0
+2309,WGS 84 / TM 116 SE,2588,projected,4400,,4326,16716,,,Used by BP for Terang-Sirasun.,,BP Indonesia.,OGP,2006/08/25,2002.151 2006.810,1,0
+2310,WGS 84 / TM 132 SE,2589,projected,4400,,4326,16732,,,Used for hydrocarbons exploration and development.,,BP Indonesia.,OGP,2006/08/25,2002.151 2006.810,1,0
+2311,WGS 84 / TM 6 NE,2981,projected,4400,,4326,16406,,,Oil exploration and production.,Used for oil exploration beyond the contintental shelf by ExxonMobil and with effect from March 2004 by Total for all offshore areas.,ExxonMobil.,OGP,2002/02/12,,1,0
+2312,Garoua / UTM zone 33N,2590,projected,4400,,4197,16033,,,Large and medium scale topographic mapping and engineering survey.,,TotalFinaElf,OGP,2002/02/12,,1,0
+2313,Kousseri / UTM zone 33N,2591,projected,4400,,4198,16033,,,Large and medium scale topographic mapping and engineering survey.,,TotalFinaElf,OGP,2002/02/12,,1,0
+2314,Trinidad 1903 / Trinidad Grid (ftCla),1339,projected,4403,,4302,19975,,,Oil industry exploration and production.,Foot version of Trinidad 1903 / Trinidad Grid (code 30200) used by some US-based companies including Amoco Trinidad.,BP,OGP,2005/07/01,2005.330,1,0
+2315,Campo Inchauspe / UTM zone 19S,2596,projected,4400,,4221,16119,,,Oil industry exploration.,,TotalFinaElf,OGP,2002/02/12,,1,0
+2316,Campo Inchauspe / UTM zone 20S,2597,projected,4400,,4221,16120,,,Oil industry exploration.,,TotalFinaElf,OGP,2002/02/12,,1,0
+2317,PSAD56 / ICN Regional,3327,projected,4499,,4248,19976,,,Small scale topographic and geological mapping.,,Institute Cartografica Nacional,OGP,2002/02/12,,1,0
+2318,Ain el Abd / Aramco Lambert,3303,projected,4400,,4204,19977,,,Oil industry exploration and production.,Used by Saudi Aramco when area of interest crosses UTM zone boundary. Adopted by partners for Core Venture 1 (South Ghawar) area.,Saudi Aramco,OGP,2002/02/12,,1,0
+2319,ED50 / TM27,1524,projected,4530,,4230,16305,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 9 (code 2206).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/07/22,2005.180 2006.592,1,0
+2320,ED50 / TM30,1525,projected,4530,,4230,16370,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 10 (code 2207).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+2321,ED50 / TM33,1526,projected,4530,,4230,16306,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 11 (code 2208).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/07/22,2005.180 2006.592,1,0
+2322,ED50 / TM36,1527,projected,4530,,4230,16372,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 12 (code 2209).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+2323,ED50 / TM39,1528,projected,4530,,4230,16307,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 13 (code 2210).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/07/22,2005.180 2006.592,1,0
+2324,ED50 / TM42,1529,projected,4530,,4230,16374,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 14 (code 2211).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+2325,ED50 / TM45,1530,projected,4530,,4230,16308,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 15 (code 2212).,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/07/22,2005.180 2006.592,1,0
+2326,Hong Kong 1980 Grid System,1118,projected,4500,,4611,19978,,,"Large scale topographic mapping, cadastral and engineering survey.",Replaces Hong Kong 1963 Grid System.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2006/06/22,2005.260,1,0
+2327,Xian 1980 / Gauss-Kruger zone 13,1587,projected,4530,,4610,16213,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 75E (code 2338).,OGP,OGP,2002/06/22,,1,0
+2328,Xian 1980 / Gauss-Kruger zone 14,1588,projected,4530,,4610,16214,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 81E (code 2339).,OGP,OGP,2002/06/22,,1,0
+2329,Xian 1980 / Gauss-Kruger zone 15,1589,projected,4530,,4610,16215,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 87E (code 2340).,OGP,OGP,2002/06/22,,1,0
+2330,Xian 1980 / Gauss-Kruger zone 16,1590,projected,4530,,4610,16216,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 93E (code 2341).,OGP,OGP,2002/06/22,,1,0
+2331,Xian 1980 / Gauss-Kruger zone 17,1591,projected,4530,,4610,16217,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 99E (code 2342).,OGP,OGP,2002/06/22,,1,0
+2332,Xian 1980 / Gauss-Kruger zone 18,1592,projected,4530,,4610,16218,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 105E (code 2343).,OGP,OGP,2002/06/22,,1,0
+2333,Xian 1980 / Gauss-Kruger zone 19,1593,projected,4530,,4610,16219,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 111E (code 2344).,OGP,OGP,2002/06/22,,1,0
+2334,Xian 1980 / Gauss-Kruger zone 20,1594,projected,4530,,4610,16220,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 117E (code 2345).,OGP,OGP,2002/06/22,,1,0
+2335,Xian 1980 / Gauss-Kruger zone 21,1595,projected,4530,,4610,16221,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 123E (code 2346).,OGP,OGP,2002/06/22,,1,0
+2336,Xian 1980 / Gauss-Kruger zone 22,1596,projected,4530,,4610,16222,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 129E (code 2347).,OGP,OGP,2002/06/22,,1,0
+2337,Xian 1980 / Gauss-Kruger zone 23,1597,projected,4530,,4610,16223,,,Medium scale topographic mapping.,Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 135E (code 2348).,OGP,OGP,2002/06/22,,1,0
+2338,Xian 1980 / Gauss-Kruger CM 75E,1587,projected,4530,,4610,16313,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 13 (code 2327).,OGP,OGP,2002/06/22,,1,0
+2339,Xian 1980 / Gauss-Kruger CM 81E,1588,projected,4530,,4610,16314,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 14 (code 2328).,OGP,OGP,2002/06/22,,1,0
+2340,Xian 1980 / Gauss-Kruger CM 87E,1589,projected,4530,,4610,16315,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 15 (code 2329).,OGP,OGP,2002/06/22,,1,0
+2341,Xian 1980 / Gauss-Kruger CM 93E,1590,projected,4530,,4610,16316,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 16 (code 2330).,OGP,OGP,2002/06/22,,1,0
+2342,Xian 1980 / Gauss-Kruger CM 99E,1591,projected,4530,,4610,16317,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 17 (code 2331).,OGP,OGP,2002/06/22,,1,0
+2343,Xian 1980 / Gauss-Kruger CM 105E,1592,projected,4530,,4610,16318,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 18 (code 2332).,OGP,OGP,2002/06/22,,1,0
+2344,Xian 1980 / Gauss-Kruger CM 111E,1593,projected,4530,,4610,16319,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 19 (code 2333).,OGP,OGP,2002/06/22,,1,0
+2345,Xian 1980 / Gauss-Kruger CM 117E,1594,projected,4530,,4610,16320,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 20 (code 2334).,OGP,OGP,2002/06/22,,1,0
+2346,Xian 1980 / Gauss-Kruger CM 123E,1595,projected,4530,,4610,16321,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 21 (code 2335).,OGP,OGP,2002/06/22,,1,0
+2347,Xian 1980 / Gauss-Kruger CM 129E,1596,projected,4530,,4610,16322,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 22 (code 2336).,OGP,OGP,2002/06/22,,1,0
+2348,Xian 1980 / Gauss-Kruger CM 135E,1597,projected,4530,,4610,16323,,,Medium scale topographic mapping.,Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 23 (code 2337).,OGP,OGP,2002/06/22,,1,0
+2349,Xian 1980 / 3-degree Gauss-Kruger zone 25,2711,projected,4530,,4610,16285,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 75E (code 2370).,OGP,OGP,2002/06/22,,1,0
+2350,Xian 1980 / 3-degree Gauss-Kruger zone 26,2712,projected,4530,,4610,16286,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 78E (code 2371).,OGP,OGP,2002/06/22,,1,0
+2351,Xian 1980 / 3-degree Gauss-Kruger zone 27,2713,projected,4530,,4610,16287,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 81E (code 2372).,OGP,OGP,2002/06/22,,1,0
+2352,Xian 1980 / 3-degree Gauss-Kruger zone 28,2714,projected,4530,,4610,16288,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 84E (code 2373).,OGP,OGP,2002/06/22,,1,0
+2353,Xian 1980 / 3-degree Gauss-Kruger zone 29,2715,projected,4530,,4610,16289,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 87E (code 2374).,OGP,OGP,2002/06/22,,1,0
+2354,Xian 1980 / 3-degree Gauss-Kruger zone 30,2716,projected,4530,,4610,16290,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 90E (code 2375).,OGP,OGP,2002/06/22,,1,0
+2355,Xian 1980 / 3-degree Gauss-Kruger zone 31,2717,projected,4530,,4610,16291,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 93E (code 2376).,OGP,OGP,2002/06/22,,1,0
+2356,Xian 1980 / 3-degree Gauss-Kruger zone 32,2718,projected,4530,,4610,16292,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 96E (code 2377).,OGP,OGP,2002/06/22,,1,0
+2357,Xian 1980 / 3-degree Gauss-Kruger zone 33,2719,projected,4530,,4610,16293,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 99E (code 2378).,OGP,OGP,2002/06/22,,1,0
+2358,Xian 1980 / 3-degree Gauss-Kruger zone 34,2720,projected,4530,,4610,16294,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 102E (code 2379).,OGP,OGP,2002/06/22,,1,0
+2359,Xian 1980 / 3-degree Gauss-Kruger zone 35,2721,projected,4530,,4610,16295,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 105E (code 2380).,OGP,OGP,2002/06/22,,1,0
+2360,Xian 1980 / 3-degree Gauss-Kruger zone 36,2722,projected,4530,,4610,16296,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 108E (code 2381).,OGP,OGP,2002/06/22,,1,0
+2361,Xian 1980 / 3-degree Gauss-Kruger zone 37,2723,projected,4530,,4610,16297,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 111E (code 2382).,OGP,OGP,2002/06/22,,1,0
+2362,Xian 1980 / 3-degree Gauss-Kruger zone 38,2724,projected,4530,,4610,16298,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 114E (code 2383).,OGP,OGP,2002/06/22,,1,0
+2363,Xian 1980 / 3-degree Gauss-Kruger zone 39,2725,projected,4530,,4610,16299,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 117E (code 2384).,OGP,OGP,2002/06/22,,1,0
+2364,Xian 1980 / 3-degree Gauss-Kruger zone 40,2726,projected,4530,,4610,16070,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 123E (code 2385).,OGP,OGP,2002/06/22,,1,0
+2365,Xian 1980 / 3-degree Gauss-Kruger zone 41,2727,projected,4530,,4610,16071,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 126E (code 2386).,OGP,OGP,2002/06/22,,1,0
+2366,Xian 1980 / 3-degree Gauss-Kruger zone 42,2728,projected,4530,,4610,16072,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 126E (code 2387).,OGP,OGP,2002/06/22,,1,0
+2367,Xian 1980 / 3-degree Gauss-Kruger zone 43,2729,projected,4530,,4610,16073,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 129E (code 2388).,OGP,OGP,2002/06/22,,1,0
+2368,Xian 1980 / 3-degree Gauss-Kruger zone 44,2730,projected,4530,,4610,16074,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 132E (code 2389).,OGP,OGP,2002/06/22,,1,0
+2369,Xian 1980 / 3-degree Gauss-Kruger zone 45,2731,projected,4530,,4610,16075,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 135E (code 2390).,OGP,OGP,2002/06/22,,1,0
+2370,Xian 1980 / 3-degree Gauss-Kruger CM 75E,2711,projected,4530,,4610,16313,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 25 (code 2349).,OGP,OGP,2006/07/22,2006.592,1,0
+2371,Xian 1980 / 3-degree Gauss-Kruger CM 78E,2712,projected,4530,,4610,16386,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 26 (code 2350).,OGP,OGP,2002/06/22,,1,0
+2372,Xian 1980 / 3-degree Gauss-Kruger CM 81E,2713,projected,4530,,4610,16314,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 27 (code 2351).,OGP,OGP,2006/07/22,2006.592,1,0
+2373,Xian 1980 / 3-degree Gauss-Kruger CM 84E,2714,projected,4530,,4610,16388,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 28 (code 2352).,OGP,OGP,2002/06/22,,1,0
+2374,Xian 1980 / 3-degree Gauss-Kruger CM 87E,2715,projected,4530,,4610,16315,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 29 (code 2353).,OGP,OGP,2006/07/22,2006.592,1,0
+2375,Xian 1980 / 3-degree Gauss-Kruger CM 90E,2716,projected,4530,,4610,16390,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 30 (code 2354).,OGP,OGP,2002/06/22,,1,0
+2376,Xian 1980 / 3-degree Gauss-Kruger CM 93E,2717,projected,4530,,4610,16316,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 31 (code 2355).,OGP,OGP,2006/07/22,2006.592,1,0
+2377,Xian 1980 / 3-degree Gauss-Kruger CM 96E,2718,projected,4530,,4610,16392,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 32 (code 2356).,OGP,OGP,2002/06/22,,1,0
+2378,Xian 1980 / 3-degree Gauss-Kruger CM 99E,2719,projected,4530,,4610,16317,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 33 (code 2357).,OGP,OGP,2006/07/22,2006.592,1,0
+2379,Xian 1980 / 3-degree Gauss-Kruger CM 102E,2720,projected,4530,,4610,16394,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 34 (code 2358).,OGP,OGP,2002/06/22,,1,0
+2380,Xian 1980 / 3-degree Gauss-Kruger CM 105E,2721,projected,4530,,4610,16318,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 35 (code 2359).,OGP,OGP,2006/07/22,2006.592,1,0
+2381,Xian 1980 / 3-degree Gauss-Kruger CM 108E,2722,projected,4530,,4610,16396,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 36 (code 2360).,OGP,OGP,2002/06/22,,1,0
+2382,Xian 1980 / 3-degree Gauss-Kruger CM 111E,2723,projected,4530,,4610,16319,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 37 (code 2361).,OGP,OGP,2006/07/22,2006.592,1,0
+2383,Xian 1980 / 3-degree Gauss-Kruger CM 114E,2724,projected,4530,,4610,16398,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 38 (code 2362).,OGP,OGP,2002/06/22,,1,0
+2384,Xian 1980 / 3-degree Gauss-Kruger CM 117E,2725,projected,4530,,4610,16320,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 39 (code 2363).,OGP,OGP,2006/07/22,2006.592,1,0
+2385,Xian 1980 / 3-degree Gauss-Kruger CM 120E,2726,projected,4530,,4610,16170,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 40 (code 2364).,OGP,OGP,2002/06/22,,1,0
+2386,Xian 1980 / 3-degree Gauss-Kruger CM 123E,2727,projected,4530,,4610,16321,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 41 (code 2365).,OGP,OGP,2006/07/22,2006.592,1,0
+2387,Xian 1980 / 3-degree Gauss-Kruger CM 126E,2728,projected,4530,,4610,16172,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 42 (code 2366).,OGP,OGP,2002/06/22,,1,0
+2388,Xian 1980 / 3-degree Gauss-Kruger CM 129E,2729,projected,4530,,4610,16322,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 43 (code 2367).,OGP,OGP,2006/07/22,2006.592,1,0
+2389,Xian 1980 / 3-degree Gauss-Kruger CM 132E,2730,projected,4530,,4610,16174,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 44 (code 2368).,OGP,OGP,2002/06/22,,1,0
+2390,Xian 1980 / 3-degree Gauss-Kruger CM 135E,2731,projected,4530,,4610,16323,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 45 (code 2369).,OGP,OGP,2006/07/22,2006.592,1,0
+2391,KKJ / Finland zone 1,1536,projected,4530,,4123,18191,,,Large and medium scale topographic mapping and engineering survey.,,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2006/03/31,2006.270,1,0
+2392,KKJ / Finland zone 2,1537,projected,4530,,4123,18192,,,Large and medium scale topographic mapping and engineering survey.,,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,1997/07/22,,1,0
+2393,KKJ / Finland Uniform Coordinate System,1538,projected,4530,,4123,18193,,,Large and medium scale topographic mapping and engineering survey.,Known as Uniform Coordinate System when used over all country and also as Basic Coordinate System zone 3 at larger scales.,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2005/05/27,2005.180,1,0
+2394,KKJ / Finland zone 4,1539,projected,4530,,4123,18194,,,Large and medium scale topographic mapping and engineering survey.,,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2006/03/31,2006.270,1,0
+2395,South Yemen / Gauss-Kruger zone 8,1492,projected,4530,,4164,16208,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2002/06/22,,1,0
+2396,South Yemen / Gauss-Kruger zone 9,1493,projected,4530,,4164,16209,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2002/06/22,,1,0
+2397,Pulkovo 1942(83) / Gauss-Kruger zone 3,1512,projected,4530,,4178,16263,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",In Thuringen replaced by PD/83 / Gauss Kruger zone 3.,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/06/12,2005.180 2006.410,1,0
+2398,Pulkovo 1942(83) / Gauss-Kruger zone 4,1513,projected,4530,,4178,16264,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",In Brandenburg replaced by ETRS89 / UTM zone 33N. ¶In Sachsen replaced by RD/83 / Gauss Kruger zone 4. ¶In Thuringen replaced by PD/83 / Gauss Kruger zone 4.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/06/12,2005.180 2006.410,1,0
+2399,Pulkovo 1942(83) / Gauss-Kruger zone 5,1514,projected,4530,,4178,16265,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",In Brandenburg replaced by ETRS89 / UTM zone 33N. ¶In Sachsen replaced by RD/83 / Gauss Kruger zone 5.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/02/12,2005.180 2006.410 2007.021,1,0
+2400,RT90 2.5 gon W,1225,projected,4530,,4124,19929,,,"Topographic mapping, engineering survey, cadastre.",Supersedes RT38 2.5 gon W (code 30800).,National Land Survey of Sweden,OGP,1997/11/13,,1,1
+2401,Beijing 1954 / 3-degree Gauss-Kruger zone 25,2711,projected,4530,,4214,16285,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 75E (code 2422). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 25 (code 2349).,OGP,OGP,2002/06/22,,1,0
+2402,Beijing 1954 / 3-degree Gauss-Kruger zone 26,2712,projected,4530,,4214,16286,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 78E (code 2423). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 26 (code 2350).,OGP,OGP,2002/06/22,,1,0
+2403,Beijing 1954 / 3-degree Gauss-Kruger zone 27,2713,projected,4530,,4214,16287,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 81E (code 2424). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 27 (code 2351).,OGP,OGP,2002/06/22,,1,0
+2404,Beijing 1954 / 3-degree Gauss-Kruger zone 28,2714,projected,4530,,4214,16288,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 84E (code 2425). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 28 (code 2352).,OGP,OGP,2002/06/22,,1,0
+2405,Beijing 1954 / 3-degree Gauss-Kruger zone 29,2715,projected,4530,,4214,16289,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 87E (code 2426). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 29 (code 2353).,OGP,OGP,2002/06/22,,1,0
+2406,Beijing 1954 / 3-degree Gauss-Kruger zone 30,2716,projected,4530,,4214,16290,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 90E (code 2427). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 30 (code 2354).,OGP,OGP,2002/06/22,,1,0
+2407,Beijing 1954 / 3-degree Gauss-Kruger zone 31,2717,projected,4530,,4214,16291,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 93E (code 2428). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 31 (code 2355).,OGP,OGP,2002/06/22,,1,0
+2408,Beijing 1954 / 3-degree Gauss-Kruger zone 32,2718,projected,4530,,4214,16292,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 96E (code 2429). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 32 (code 2356).,OGP,OGP,2002/06/22,,1,0
+2409,Beijing 1954 / 3-degree Gauss-Kruger zone 33,2719,projected,4530,,4214,16293,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 99E (code 2430). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 33 (code 2357).,OGP,OGP,2002/06/22,,1,0
+2410,Beijing 1954 / 3-degree Gauss-Kruger zone 34,2720,projected,4530,,4214,16294,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 102E (code 2431). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 34 (code 2358).,OGP,OGP,2002/06/22,,1,0
+2411,Beijing 1954 / 3-degree Gauss-Kruger zone 35,2721,projected,4530,,4214,16295,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 105E (code 2432). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 35 (code 2359).,OGP,OGP,2002/06/22,,1,0
+2412,Beijing 1954 / 3-degree Gauss-Kruger zone 36,2722,projected,4530,,4214,16296,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 108E (code 2433). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 36 (code 2360).,OGP,OGP,2002/06/22,,1,0
+2413,Beijing 1954 / 3-degree Gauss-Kruger zone 37,2723,projected,4530,,4214,16297,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 111E (code 2434). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 37 (code 2361).,OGP,OGP,2002/06/22,,1,0
+2414,Beijing 1954 / 3-degree Gauss-Kruger zone 38,2724,projected,4530,,4214,16298,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 114E (code 2435). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 38 (code 2362).,OGP,OGP,2002/06/22,,1,0
+2415,Beijing 1954 / 3-degree Gauss-Kruger zone 39,2725,projected,4530,,4214,16299,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 117E (code 2436). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 39 (code 2363).,OGP,OGP,2002/06/22,,1,0
+2416,Beijing 1954 / 3-degree Gauss-Kruger zone 40,2726,projected,4530,,4214,16070,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 120E (code 2437). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 40 (code 2364).,OGP,OGP,2002/06/22,,1,0
+2417,Beijing 1954 / 3-degree Gauss-Kruger zone 41,2727,projected,4530,,4214,16071,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 123E (code 2438). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 41 (code 2365).,OGP,OGP,2002/06/22,,1,0
+2418,Beijing 1954 / 3-degree Gauss-Kruger zone 42,2728,projected,4530,,4214,16072,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 126E (code 2439). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 42 (code 2366).,OGP,OGP,2002/06/22,,1,0
+2419,Beijing 1954 / 3-degree Gauss-Kruger zone 43,2729,projected,4530,,4214,16073,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 129E (code 2440). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 43 (code 2367).,OGP,OGP,2002/06/22,,1,0
+2420,Beijing 1954 / 3-degree Gauss-Kruger zone 44,2730,projected,4530,,4214,16074,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 132E (code 2441). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 44 (code 2368).,OGP,OGP,2002/06/22,,1,0
+2421,Beijing 1954 / 3-degree Gauss-Kruger zone 45,2731,projected,4530,,4214,16075,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 135E (code 2442). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 45 (code 2369).,OGP,OGP,2002/06/22,,1,0
+2422,Beijing 1954 / 3-degree Gauss-Kruger CM 75E,2711,projected,4530,,4214,16313,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 25 (code 2401). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 75E (code 2370).,OGP,OGP,2006/07/22,2006.592,1,0
+2423,Beijing 1954 / 3-degree Gauss-Kruger CM 78E,2712,projected,4530,,4214,16386,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 26 (code 2402). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 78E (code 2371).,OGP,OGP,2002/06/22,,1,0
+2424,Beijing 1954 / 3-degree Gauss-Kruger CM 81E,2713,projected,4530,,4214,16314,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 27 (code 2403). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 81E (code 2372).,OGP,OGP,2006/07/22,2006.592,1,0
+2425,Beijing 1954 / 3-degree Gauss-Kruger CM 84E,2714,projected,4530,,4214,16388,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 28 (code 2404). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 84E (code 2373).,OGP,OGP,2002/06/22,,1,0
+2426,Beijing 1954 / 3-degree Gauss-Kruger CM 87E,2715,projected,4530,,4214,16315,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 29 (code 2405). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 87E (code 2374).,OGP,OGP,2006/07/22,2006.592,1,0
+2427,Beijing 1954 / 3-degree Gauss-Kruger CM 90E,2716,projected,4530,,4214,16390,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 30 (code 2406). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 90E (code 2375).,OGP,OGP,2002/06/22,,1,0
+2428,Beijing 1954 / 3-degree Gauss-Kruger CM 93E,2717,projected,4530,,4214,16316,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 31 (code 2407). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 93E (code 2376).,OGP,OGP,2006/07/22,2006.592,1,0
+2429,Beijing 1954 / 3-degree Gauss-Kruger CM 96E,2718,projected,4530,,4214,16392,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 32 (code 2408). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 96E (code 2377).,OGP,OGP,2002/06/22,,1,0
+2430,Beijing 1954 / 3-degree Gauss-Kruger CM 99E,2719,projected,4530,,4214,16317,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 33 (code 2409). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 99E (code 2378).,OGP,OGP,2006/07/22,2006.592,1,0
+2431,Beijing 1954 / 3-degree Gauss-Kruger CM 102E,2720,projected,4530,,4214,16394,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 45 (code 2421). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 102E (code 2379).,OGP,OGP,2002/06/22,,1,0
+2432,Beijing 1954 / 3-degree Gauss-Kruger CM 105E,2721,projected,4530,,4214,16318,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 35 (code 2411). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 105E (code 2380).,OGP,OGP,2006/07/22,2006.592,1,0
+2433,Beijing 1954 / 3-degree Gauss-Kruger CM 108E,2722,projected,4530,,4214,16396,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 36 (code 2412). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 108E (code 2381).,OGP,OGP,2002/06/22,,1,0
+2434,Beijing 1954 / 3-degree Gauss-Kruger CM 111E,2723,projected,4530,,4214,16319,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 37 (code 2413). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 111E (code 2382).,OGP,OGP,2006/07/22,2006.592,1,0
+2435,Beijing 1954 / 3-degree Gauss-Kruger CM 114E,2724,projected,4530,,4214,16398,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 38 (code 2414). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 114E (code 2383).,OGP,OGP,2002/06/22,,1,0
+2436,Beijing 1954 / 3-degree Gauss-Kruger CM 117E,2725,projected,4530,,4214,16320,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 39 (code 2415). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 117E (code 2384).,OGP,OGP,2006/07/22,2006.592,1,0
+2437,Beijing 1954 / 3-degree Gauss-Kruger CM 120E,2726,projected,4530,,4214,16170,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 40 (code 2416). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 120E (code 2385).,OGP,OGP,2002/06/22,,1,0
+2438,Beijing 1954 / 3-degree Gauss-Kruger CM 123E,2727,projected,4530,,4214,16321,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 41 (code 2417). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 123E (code 2386).,OGP,OGP,2006/07/22,2006.592,1,0
+2439,Beijing 1954 / 3-degree Gauss-Kruger CM 126E,2728,projected,4530,,4214,16172,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 42 (code 2418). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 126E (code 2387).,OGP,OGP,2002/06/22,,1,0
+2440,Beijing 1954 / 3-degree Gauss-Kruger CM 129E,2729,projected,4530,,4214,16322,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 43 (code 2419). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 129E (code 2388).,OGP,OGP,2006/07/22,2006.592,1,0
+2441,Beijing 1954 / 3-degree Gauss-Kruger CM 132E,2730,projected,4530,,4214,16174,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 44 (code 2420). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 132E (code 2389).,OGP,OGP,2002/06/22,,1,0
+2442,Beijing 1954 / 3-degree Gauss-Kruger CM 135E,2731,projected,4530,,4214,16323,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 45 (code 2421). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 135E (code 2390).,OGP,OGP,2006/07/22,2006.592,1,0
+2443,JGD2000 / Japan Plane Rectangular CS I,1854,projected,4530,,4612,17801,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS I (code 30161).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2444,JGD2000 / Japan Plane Rectangular CS II,1855,projected,4530,,4612,17802,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS II (code 30162).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2445,JGD2000 / Japan Plane Rectangular CS III,1856,projected,4530,,4612,17803,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS III (code 30163).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2446,JGD2000 / Japan Plane Rectangular CS IV,1857,projected,4530,,4612,17804,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS IV (code 30164).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2447,JGD2000 / Japan Plane Rectangular CS V,1858,projected,4530,,4612,17805,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS V (code 30165).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2448,JGD2000 / Japan Plane Rectangular CS VI,1859,projected,4530,,4612,17806,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS VI (code 30166).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2449,JGD2000 / Japan Plane Rectangular CS VII,1860,projected,4530,,4612,17807,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS VII (code 30167).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2450,JGD2000 / Japan Plane Rectangular CS VIII,1861,projected,4530,,4612,17808,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS VIII (code 30168).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2451,JGD2000 / Japan Plane Rectangular CS IX,1862,projected,4530,,4612,17809,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS IX (code 30169).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2452,JGD2000 / Japan Plane Rectangular CS X,1863,projected,4530,,4612,17810,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS X (code 30170).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2453,JGD2000 / Japan Plane Rectangular CS XI,1864,projected,4530,,4612,17811,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XI (code 30171).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2454,JGD2000 / Japan Plane Rectangular CS XII,1865,projected,4530,,4612,17812,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XII (code 30172).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2455,JGD2000 / Japan Plane Rectangular CS XIII,1866,projected,4530,,4612,17813,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XIII (code 30173).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2456,JGD2000 / Japan Plane Rectangular CS XIV,1867,projected,4530,,4612,17814,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XIV (code 30174).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2457,JGD2000 / Japan Plane Rectangular CS XV,1868,projected,4530,,4612,17815,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XV (code 30175).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2458,JGD2000 / Japan Plane Rectangular CS XVI,1869,projected,4530,,4612,17816,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XVI (code 30176).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2459,JGD2000 / Japan Plane Rectangular CS XVII,1870,projected,4530,,4612,17817,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XVII (code 30177).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2460,JGD2000 / Japan Plane Rectangular CS XVIII,1871,projected,4530,,4612,17818,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XVIII (code 30178).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2461,JGD2000 / Japan Plane Rectangular CS XIX,1872,projected,4530,,4612,17819,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Tokyo / Japan Plane Rectangular CS XIX (code 30179).,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,,1,0
+2462,Albanian 1987 / Gauss-Kruger zone 4,1025,projected,4530,,4191,16204,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+2463,Pulkovo 1995 / Gauss-Kruger CM 21E,1763,projected,4530,,4200,16304,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 4 (code 20004).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,0
+2464,Pulkovo 1995 / Gauss-Kruger CM 27E,1764,projected,4530,,4200,16305,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 5 (code 20005).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2465,Pulkovo 1995 / Gauss-Kruger CM 33E,1765,projected,4530,,4200,16306,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 6 (code 20006).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2466,Pulkovo 1995 / Gauss-Kruger CM 39E,1766,projected,4530,,4200,16307,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 7 (code 20007).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2467,Pulkovo 1995 / Gauss-Kruger CM 45E,1767,projected,4530,,4200,16308,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 8 (code 20008).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2468,Pulkovo 1995 / Gauss-Kruger CM 51E,1768,projected,4530,,4200,16309,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 9 (code 20009).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2469,Pulkovo 1995 / Gauss-Kruger CM 57E,1769,projected,4530,,4200,16310,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 10 (code 20010).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2470,Pulkovo 1995 / Gauss-Kruger CM 63E,1770,projected,4530,,4200,16311,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 11 (code 20011).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2471,Pulkovo 1995 / Gauss-Kruger CM 69E,1771,projected,4530,,4200,16312,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 12 (code 20012).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2472,Pulkovo 1995 / Gauss-Kruger CM 75E,1772,projected,4530,,4200,16313,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 13 (code 20013).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2473,Pulkovo 1995 / Gauss-Kruger CM 81E,1773,projected,4530,,4200,16314,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 14 (code 20014).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2474,Pulkovo 1995 / Gauss-Kruger CM 87E,1774,projected,4530,,4200,16315,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 15 (code 20015).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2475,Pulkovo 1995 / Gauss-Kruger CM 93E,1775,projected,4530,,4200,16316,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 16 (code 20016).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2476,Pulkovo 1995 / Gauss-Kruger CM 99E,1776,projected,4530,,4200,16317,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 17 (code 20017).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2477,Pulkovo 1995 / Gauss-Kruger CM 105E,1777,projected,4530,,4200,16318,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 18 (code 20018).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2478,Pulkovo 1995 / Gauss-Kruger CM 111E,1778,projected,4530,,4200,16319,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 19 (code 20019).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2479,Pulkovo 1995 / Gauss-Kruger CM 117E,1779,projected,4530,,4200,16320,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 20 (code 20020).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2480,Pulkovo 1995 / Gauss-Kruger CM 123E,1780,projected,4530,,4200,16321,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 21 (code 20021).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2481,Pulkovo 1995 / Gauss-Kruger CM 129E,1781,projected,4530,,4200,16322,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 22 (code 20022).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2482,Pulkovo 1995 / Gauss-Kruger CM 135E,1782,projected,4530,,4200,16323,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 23 (code 20023).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2483,Pulkovo 1995 / Gauss-Kruger CM 141E,1783,projected,4530,,4200,16324,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 24 (code 20024).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2484,Pulkovo 1995 / Gauss-Kruger CM 147E,1784,projected,4530,,4200,16325,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 25 (code 20025).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2485,Pulkovo 1995 / Gauss-Kruger CM 153E,1785,projected,4530,,4200,16326,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 26 (code 20026).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2486,Pulkovo 1995 / Gauss-Kruger CM 159E,1786,projected,4530,,4200,16327,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 27 (code 20027).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2487,Pulkovo 1995 / Gauss-Kruger CM 165E,1787,projected,4530,,4200,16328,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 28 (code 20028).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2488,Pulkovo 1995 / Gauss-Kruger CM 171E,1788,projected,4530,,4200,16329,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 29 (code 20029).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2489,Pulkovo 1995 / Gauss-Kruger CM 177E,1789,projected,4530,,4200,16330,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 30 (code 20030).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2490,Pulkovo 1995 / Gauss-Kruger CM 177W,1790,projected,4530,,4200,16331,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 31 (code 20031).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2491,Pulkovo 1995 / Gauss-Kruger CM 171W,1791,projected,4530,,4200,16332,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1995 / Gauss-Kruger zone 32 (code 20032).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,,1,0
+2492,Pulkovo 1942 / Gauss-Kruger CM 9E,1805,projected,4530,,4284,16302,,,Military mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 2 (code 28402).,OGP,OGP,2002/06/22,,1,0
+2493,Pulkovo 1942 / Gauss-Kruger CM 15E,1792,projected,4530,,4284,16303,,,Military mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 3 (code 28403).,OGP,OGP,2002/06/22,,1,0
+2494,Pulkovo 1942 / Gauss-Kruger CM 21E,1793,projected,4530,,4284,16304,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 4 (code 28404).,OGP,OGP,2002/06/22,,1,0
+2495,Pulkovo 1942 / Gauss-Kruger CM 27E,1794,projected,4530,,4284,16305,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 5 (code 28405).,OGP,OGP,2002/06/22,,1,0
+2496,Pulkovo 1942 / Gauss-Kruger CM 33E,1795,projected,4530,,4284,16306,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 6 (code 28406).,OGP,OGP,2002/06/22,,1,0
+2497,Pulkovo 1942 / Gauss-Kruger CM 39E,1796,projected,4530,,4284,16307,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 7 (code 28407).,OGP,OGP,2002/06/22,,1,0
+2498,Pulkovo 1942 / Gauss-Kruger CM 45E,1797,projected,4530,,4284,16308,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 8 (code 28408).,OGP,OGP,2002/06/22,,1,0
+2499,Pulkovo 1942 / Gauss-Kruger CM 51E,1798,projected,4530,,4284,16309,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 9 (code 28409).,OGP,OGP,2002/06/22,,1,0
+2500,Pulkovo 1942 / Gauss-Kruger CM 57E,1799,projected,4530,,4284,16310,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 10 (code 28410).,OGP,OGP,2002/06/22,,1,0
+2501,Pulkovo 1942 / Gauss-Kruger CM 63E,1800,projected,4530,,4284,16311,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 11 (code 28411).,OGP,OGP,2002/06/22,,1,0
+2502,Pulkovo 1942 / Gauss-Kruger CM 69E,1801,projected,4530,,4284,16312,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 12 (code 28412).,OGP,OGP,2002/06/22,,1,0
+2503,Pulkovo 1942 / Gauss-Kruger CM 75E,1802,projected,4530,,4284,16313,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 13 (code 28413).,OGP,OGP,2002/06/22,,1,0
+2504,Pulkovo 1942 / Gauss-Kruger CM 81E,1803,projected,4530,,4284,16314,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 14 (code 28414).,OGP,OGP,2002/06/22,,1,0
+2505,Pulkovo 1942 / Gauss-Kruger CM 87E,1804,projected,4530,,4284,16315,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 15 (code 28415).,OGP,OGP,2002/06/22,,1,0
+2506,Pulkovo 1942 / Gauss-Kruger CM 93E,1775,projected,4530,,4284,16316,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 16 (code 28416).,OGP,OGP,2002/06/22,,1,0
+2507,Pulkovo 1942 / Gauss-Kruger CM 99E,1776,projected,4530,,4284,16317,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 17 (code 28417).,OGP,OGP,2002/06/22,,1,0
+2508,Pulkovo 1942 / Gauss-Kruger CM 105E,1777,projected,4530,,4284,16318,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 18 (code 28418).,OGP,OGP,2002/06/22,,1,0
+2509,Pulkovo 1942 / Gauss-Kruger CM 111E,1778,projected,4530,,4284,16319,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 19 (code 28419).,OGP,OGP,2002/06/22,,1,0
+2510,Pulkovo 1942 / Gauss-Kruger CM 117E,1779,projected,4530,,4284,16320,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 20 (code 28420).,OGP,OGP,2002/06/22,,1,0
+2511,Pulkovo 1942 / Gauss-Kruger CM 123E,1780,projected,4530,,4284,16321,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 21 (code 28421).,OGP,OGP,2002/06/22,,1,0
+2512,Pulkovo 1942 / Gauss-Kruger CM 129E,1781,projected,4530,,4284,16322,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 22 (code 28422).,OGP,OGP,2002/06/22,,1,0
+2513,Pulkovo 1942 / Gauss-Kruger CM 135E,1782,projected,4530,,4284,16323,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 23 (code 28423).,OGP,OGP,2002/06/22,,1,0
+2514,Pulkovo 1942 / Gauss-Kruger CM 141E,1783,projected,4530,,4284,16324,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 24 (code 28424).,OGP,OGP,2002/06/22,,1,0
+2515,Pulkovo 1942 / Gauss-Kruger CM 147E,1784,projected,4530,,4284,16325,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 25 (code 28425).,OGP,OGP,2002/06/22,,1,0
+2516,Pulkovo 1942 / Gauss-Kruger CM 153E,1785,projected,4530,,4284,16326,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 26 (code 28426).,OGP,OGP,2002/06/22,,1,0
+2517,Pulkovo 1942 / Gauss-Kruger CM 159E,1786,projected,4530,,4284,16327,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 27 (code 28427).,OGP,OGP,2002/06/22,,1,0
+2518,Pulkovo 1942 / Gauss-Kruger CM 165E,1787,projected,4530,,4284,16328,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 28 (code 28428).,OGP,OGP,2002/06/22,,1,0
+2519,Pulkovo 1942 / Gauss-Kruger CM 171E,1788,projected,4530,,4284,16329,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 29 (code 28429).,OGP,OGP,2002/06/22,,1,0
+2520,Pulkovo 1942 / Gauss-Kruger CM 177E,1789,projected,4530,,4284,16330,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 30 (code 28430).,OGP,OGP,2002/06/22,,1,0
+2521,Pulkovo 1942 / Gauss-Kruger CM 177W,1790,projected,4530,,4284,16331,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 31 (code 28431).,OGP,OGP,2002/06/22,,1,0
+2522,Pulkovo 1942 / Gauss-Kruger CM 171W,1791,projected,4530,,4284,16332,,,Medium scale topographic mapping.,Truncated form of Pulkovo 1942 / Gauss-Kruger zone 32 (code 28432).,OGP,OGP,2002/06/22,,1,0
+2523,Pulkovo 1942 / 3-degree Gauss-Kruger zone 7,2653,projected,4530,,4284,16267,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 21E (code 2582).,OGP,OGP,2002/06/22,,1,0
+2524,Pulkovo 1942 / 3-degree Gauss-Kruger zone 8,2654,projected,4530,,4284,16268,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 24E (code 2583).,OGP,OGP,2002/06/22,,1,0
+2525,Pulkovo 1942 / 3-degree Gauss-Kruger zone 9,2655,projected,4530,,4284,16269,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 27E (code 2584).,OGP,OGP,2002/06/22,,1,0
+2526,Pulkovo 1942 / 3-degree Gauss-Kruger zone 10,2656,projected,4530,,4284,16270,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 30E (code 2585).,OGP,OGP,2002/06/22,,1,0
+2527,Pulkovo 1942 / 3-degree Gauss-Kruger zone 11,2657,projected,4530,,4284,16271,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 33E (code 2586).,OGP,OGP,2002/06/22,,1,0
+2528,Pulkovo 1942 / 3-degree Gauss-Kruger zone 12,2658,projected,4530,,4284,16272,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 36E (code 2587).,OGP,OGP,2002/06/22,,1,0
+2529,Pulkovo 1942 / 3-degree Gauss-Kruger zone 13,2659,projected,4530,,4284,16273,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 39E (code 2588).,OGP,OGP,2002/06/22,,1,0
+2530,Pulkovo 1942 / 3-degree Gauss-Kruger zone 14,2660,projected,4530,,4284,16274,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 42E (code 2589).,OGP,OGP,2002/06/22,,1,0
+2531,Pulkovo 1942 / 3-degree Gauss-Kruger zone 15,2661,projected,4530,,4284,16275,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 45E (code 2590).,OGP,OGP,2002/06/22,,1,0
+2532,Pulkovo 1942 / 3-degree Gauss-Kruger zone 16,2662,projected,4530,,4284,16276,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 48E (code 2591).,OGP,OGP,2002/06/22,,1,0
+2533,Pulkovo 1942 / 3-degree Gauss-Kruger zone 17,2663,projected,4530,,4284,16277,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 51E (code 2592).,OGP,OGP,2002/06/22,,1,0
+2534,Pulkovo 1942 / 3-degree Gauss-Kruger zone 18,2664,projected,4530,,4284,16278,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 54E (code 2593).,OGP,OGP,2002/06/22,,1,0
+2535,Pulkovo 1942 / 3-degree Gauss-Kruger zone 19,2665,projected,4530,,4284,16279,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 57E (code 2594).,OGP,OGP,2002/06/22,,1,0
+2536,Pulkovo 1942 / 3-degree Gauss-Kruger zone 20,2666,projected,4530,,4284,16280,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 60E (code 2595).,OGP,OGP,2002/06/22,,1,0
+2537,Pulkovo 1942 / 3-degree Gauss-Kruger zone 21,2667,projected,4530,,4284,16281,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 63E (code 2596).,OGP,OGP,2002/06/22,,1,0
+2538,Pulkovo 1942 / 3-degree Gauss-Kruger zone 22,2668,projected,4530,,4284,16282,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 66E (code 2597).,OGP,OGP,2002/06/22,,1,0
+2539,Pulkovo 1942 / 3-degree Gauss-Kruger zone 23,2669,projected,4530,,4284,16283,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 69E (code 2598).,OGP,OGP,2002/06/22,,1,0
+2540,Pulkovo 1942 / 3-degree Gauss-Kruger zone 24,2670,projected,4530,,4284,16284,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 72E (code 2599).,OGP,OGP,2002/06/22,,1,0
+2541,Pulkovo 1942 / 3-degree Gauss-Kruger zone 25,2671,projected,4530,,4284,16285,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 75E (code 2601).,OGP,OGP,2002/06/22,,1,0
+2542,Pulkovo 1942 / 3-degree Gauss-Kruger zone 26,2672,projected,4530,,4284,16286,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 78E (code 2602).,OGP,OGP,2002/06/22,,1,0
+2543,Pulkovo 1942 / 3-degree Gauss-Kruger zone 27,2673,projected,4530,,4284,16287,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 81E (code 2603).,OGP,OGP,2002/06/22,,1,0
+2544,Pulkovo 1942 / 3-degree Gauss-Kruger zone 28,2674,projected,4530,,4284,16288,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 84E (code 2604).,OGP,OGP,2002/06/22,,1,0
+2545,Pulkovo 1942 / 3-degree Gauss-Kruger zone 29,2675,projected,4530,,4284,16289,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 87E (code 2605).,OGP,OGP,2002/06/22,,1,0
+2546,Pulkovo 1942 / 3-degree Gauss-Kruger zone 30,2676,projected,4530,,4284,16290,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 90E (code 2606).,OGP,OGP,2002/06/22,,1,0
+2547,Pulkovo 1942 / 3-degree Gauss-Kruger zone 31,2677,projected,4530,,4284,16291,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 93E (code 2607).,OGP,OGP,2002/06/22,,1,0
+2548,Pulkovo 1942 / 3-degree Gauss-Kruger zone 32,2678,projected,4530,,4284,16292,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 96E (code 2608).,OGP,OGP,2002/06/22,,1,0
+2549,Pulkovo 1942 / 3-degree Gauss-Kruger zone 33,2679,projected,4530,,4284,16293,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 99E (code 2609).,OGP,OGP,2002/06/22,,1,0
+2550,Samboja / UTM zone 50S,1328,projected,4400,,4125,16150,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,1
+2551,Pulkovo 1942 / 3-degree Gauss-Kruger zone 34,2680,projected,4530,,4284,16294,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 102E (code 2610).,OGP,OGP,2002/06/22,,1,0
+2552,Pulkovo 1942 / 3-degree Gauss-Kruger zone 35,2681,projected,4530,,4284,16295,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 105E (code 2611).,OGP,OGP,2002/06/22,,1,0
+2553,Pulkovo 1942 / 3-degree Gauss-Kruger zone 36,2682,projected,4530,,4284,16296,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 108E (code 2612).,OGP,OGP,2002/06/22,,1,0
+2554,Pulkovo 1942 / 3-degree Gauss-Kruger zone 37,2683,projected,4530,,4284,16297,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 111E (code 2613).,OGP,OGP,2002/06/22,,1,0
+2555,Pulkovo 1942 / 3-degree Gauss-Kruger zone 38,2684,projected,4530,,4284,16298,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 114E (code 2614).,OGP,OGP,2002/06/22,,1,0
+2556,Pulkovo 1942 / 3-degree Gauss-Kruger zone 39,2685,projected,4530,,4284,16299,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 117E (code 2615).,OGP,OGP,2002/06/22,,1,0
+2557,Pulkovo 1942 / 3-degree Gauss-Kruger zone 40,2686,projected,4530,,4284,16070,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 120E (code 2616).,OGP,OGP,2002/06/22,,1,0
+2558,Pulkovo 1942 / 3-degree Gauss-Kruger zone 41,2687,projected,4530,,4284,16071,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 123E (code 2617).,OGP,OGP,2002/06/22,,1,0
+2559,Pulkovo 1942 / 3-degree Gauss-Kruger zone 42,2688,projected,4530,,4284,16072,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 126E (code 2618).,OGP,OGP,2002/06/22,,1,0
+2560,Pulkovo 1942 / 3-degree Gauss-Kruger zone 43,2689,projected,4530,,4284,16073,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 129E (code 2619).,OGP,OGP,2002/06/22,,1,0
+2561,Pulkovo 1942 / 3-degree Gauss-Kruger zone 44,2690,projected,4530,,4284,16074,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 132E (code 2620).,OGP,OGP,2002/06/22,,1,0
+2562,Pulkovo 1942 / 3-degree Gauss-Kruger zone 45,2691,projected,4530,,4284,16075,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 135E (code 2621).,OGP,OGP,2002/06/22,,1,0
+2563,Pulkovo 1942 / 3-degree Gauss-Kruger zone 46,2692,projected,4530,,4284,16076,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 138E (code 2622).,OGP,OGP,2002/06/22,,1,0
+2564,Pulkovo 1942 / 3-degree Gauss-Kruger zone 47,2693,projected,4530,,4284,16077,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 141E (code 2623).,OGP,OGP,2002/06/22,,1,0
+2565,Pulkovo 1942 / 3-degree Gauss-Kruger zone 48,2694,projected,4530,,4284,16078,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 144E (code 2624).,OGP,OGP,2002/06/22,,1,0
+2566,Pulkovo 1942 / 3-degree Gauss-Kruger zone 49,2695,projected,4530,,4284,16079,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 147E (code 2625).,OGP,OGP,2002/06/22,,1,0
+2567,Pulkovo 1942 / 3-degree Gauss-Kruger zone 50,2696,projected,4530,,4284,16080,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 150E (code 2626).,OGP,OGP,2002/06/22,,1,0
+2568,Pulkovo 1942 / 3-degree Gauss-Kruger zone 51,2697,projected,4530,,4284,16081,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 153E (code 2627).,OGP,OGP,2002/06/22,,1,0
+2569,Pulkovo 1942 / 3-degree Gauss-Kruger zone 52,2698,projected,4530,,4284,16082,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 156E (code 2628).,OGP,OGP,2002/06/22,,1,0
+2570,Pulkovo 1942 / 3-degree Gauss-Kruger zone 53,2699,projected,4530,,4284,16083,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 159E (code 2629).,OGP,OGP,2002/06/22,,1,0
+2571,Pulkovo 1942 / 3-degree Gauss-Kruger zone 54,2700,projected,4530,,4284,16084,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 162E (code 2630).,OGP,OGP,2002/06/22,,1,0
+2572,Pulkovo 1942 / 3-degree Gauss-Kruger zone 55,2701,projected,4530,,4284,16085,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 165E (code 2631).,OGP,OGP,2002/06/22,,1,0
+2573,Pulkovo 1942 / 3-degree Gauss-Kruger zone 56,2702,projected,4530,,4284,16086,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 168E (code 2632).,OGP,OGP,2002/06/22,,1,0
+2574,Pulkovo 1942 / 3-degree Gauss-Kruger zone 57,2703,projected,4530,,4284,16087,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 171E (code 2633).,OGP,OGP,2002/06/22,,1,0
+2575,Pulkovo 1942 / 3-degree Gauss-Kruger zone 58,2704,projected,4530,,4284,16088,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 174E (code 2634).,OGP,OGP,2002/06/22,,1,0
+2576,Pulkovo 1942 / 3-degree Gauss-Kruger zone 59,2705,projected,4530,,4284,16089,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 177E (code 2635).,OGP,OGP,2002/06/22,,1,0
+2577,Pulkovo 1942 / 3-degree Gauss-Kruger zone 60,2706,projected,4530,,4284,16090,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 180E (code 2636).,OGP,OGP,2002/06/22,,1,1
+2578,Pulkovo 1942 / 3-degree Gauss-Kruger zone 61,2707,projected,4530,,4284,16091,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 177W (code 2637).,OGP,OGP,2002/06/22,,1,0
+2579,Pulkovo 1942 / 3-degree Gauss-Kruger zone 62,2708,projected,4530,,4284,16092,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 174W (code 2638).,OGP,OGP,2002/06/22,,1,0
+2580,Pulkovo 1942 / 3-degree Gauss-Kruger zone 63,2709,projected,4530,,4284,16093,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 171W (code 2639).,OGP,OGP,2002/06/22,,1,0
+2581,Pulkovo 1942 / 3-degree Gauss-Kruger zone 64,2710,projected,4530,,4284,16094,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 168W (code 2640).,OGP,OGP,2002/06/22,,1,0
+2582,Pulkovo 1942 / 3-degree Gauss-Kruger CM 21E,2653,projected,4530,,4284,16304,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 7 (code 2523).,OGP,OGP,2006/07/22,2006.590 2006.592,1,0
+2583,Pulkovo 1942 / 3-degree Gauss-Kruger CM 24E,2654,projected,4530,,4284,16368,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 8 (code 2524).,OGP,OGP,2002/06/22,,1,0
+2584,Pulkovo 1942 / 3-degree Gauss-Kruger CM 27E,2655,projected,4530,,4284,16305,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 9 (code 2525).,OGP,OGP,2006/07/22,2006.592,1,0
+2585,Pulkovo 1942 / 3-degree Gauss-Kruger CM 30E,2656,projected,4530,,4284,16370,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 10 (code 2526).,OGP,OGP,2002/06/22,,1,0
+2586,Pulkovo 1942 / 3-degree Gauss-Kruger CM 33E,2657,projected,4530,,4284,16306,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 11 (code 2527).,OGP,OGP,2006/07/22,2006.592,1,0
+2587,Pulkovo 1942 / 3-degree Gauss-Kruger CM 36E,2658,projected,4530,,4284,16372,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 12 (code 2528).,OGP,OGP,2002/06/22,,1,0
+2588,Pulkovo 1942 / 3-degree Gauss-Kruger CM 39E,2659,projected,4530,,4284,16307,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 13 (code 2529).,OGP,OGP,2006/07/22,2006.592,1,0
+2589,Pulkovo 1942 / 3-degree Gauss-Kruger CM 42E,2660,projected,4530,,4284,16374,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 14 (code 2530).,OGP,OGP,2002/06/22,,1,0
+2590,Pulkovo 1942 / 3-degree Gauss-Kruger CM 45E,2661,projected,4530,,4284,16308,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 15 (code 2531).,OGP,OGP,2006/07/22,2006.592,1,0
+2591,Pulkovo 1942 / 3-degree Gauss-Kruger CM 48E,2662,projected,4530,,4284,16376,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 16 (code 2532).,OGP,OGP,2002/06/22,,1,0
+2592,Pulkovo 1942 / 3-degree Gauss-Kruger CM 51E,2663,projected,4530,,4284,16309,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 17 (code 2533).,OGP,OGP,2006/07/22,2006.592,1,0
+2593,Pulkovo 1942 / 3-degree Gauss-Kruger CM 54E,2664,projected,4530,,4284,16378,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 18 (code 2534).,OGP,OGP,2002/06/22,,1,0
+2594,Pulkovo 1942 / 3-degree Gauss-Kruger CM 57E,2665,projected,4530,,4284,16310,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 19 (code 2535).,OGP,OGP,2006/07/22,2006.592,1,0
+2595,Pulkovo 1942 / 3-degree Gauss-Kruger CM 60E,2666,projected,4530,,4284,16380,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 20 (code 2536).,OGP,OGP,2002/06/22,,1,0
+2596,Pulkovo 1942 / 3-degree Gauss-Kruger CM 63E,2667,projected,4530,,4284,16311,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 21 (code 2537).,OGP,OGP,2006/07/22,2006.592,1,0
+2597,Pulkovo 1942 / 3-degree Gauss-Kruger CM 66E,2668,projected,4530,,4284,16382,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 22 (code 2538).,OGP,OGP,2002/06/22,,1,0
+2598,Pulkovo 1942 / 3-degree Gauss-Kruger CM 69E,2669,projected,4530,,4284,16312,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 23 (code 2539).,OGP,OGP,2006/07/22,2006.592,1,0
+2599,Pulkovo 1942 / 3-degree Gauss-Kruger CM 72E,2670,projected,4530,,4284,16384,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 24 (code 2540).,OGP,OGP,2002/06/22,,1,0
+2600,Lietuvos Koordinoei Sistema 1994,1145,projected,4530,,4669,19934,,,Large and medium scale topographic mapping and engineering survey.,LKS94 / TM Baltic (CRS code 25884) used for medium and small scale applications.,,OGP,2005/05/27,2004.550 2005.180,1,1
+2601,Pulkovo 1942 / 3-degree Gauss-Kruger CM 75E,2671,projected,4530,,4284,16313,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 25 (code 2541).,OGP,OGP,2006/07/22,2006.592,1,0
+2602,Pulkovo 1942 / 3-degree Gauss-Kruger CM 78E,2672,projected,4530,,4284,16386,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 26 (code 2542).,OGP,OGP,2002/06/22,,1,0
+2603,Pulkovo 1942 / 3-degree Gauss-Kruger CM 81E,2673,projected,4530,,4284,16314,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 27 (code 2543).,OGP,OGP,2006/07/22,2006.592,1,0
+2604,Pulkovo 1942 / 3-degree Gauss-Kruger CM 84E,2674,projected,4530,,4284,16388,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 28 (code 2544).,OGP,OGP,2002/06/22,,1,0
+2605,Pulkovo 1942 / 3-degree Gauss-Kruger CM 87E,2675,projected,4530,,4284,16315,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 29 (code 2545).,OGP,OGP,2006/07/22,2006.592,1,0
+2606,Pulkovo 1942 / 3-degree Gauss-Kruger CM 90E,2676,projected,4530,,4284,16390,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 30 (code 2546).,OGP,OGP,2002/06/22,,1,0
+2607,Pulkovo 1942 / 3-degree Gauss-Kruger CM 93E,2677,projected,4530,,4284,16316,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 31 (code 2547).,OGP,OGP,2006/07/22,2006.592,1,0
+2608,Pulkovo 1942 / 3-degree Gauss-Kruger CM 96E,2678,projected,4530,,4284,16392,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 32 (code 2548).,OGP,OGP,2002/06/22,,1,0
+2609,Pulkovo 1942 / 3-degree Gauss-Kruger CM 99E,2679,projected,4530,,4284,16317,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 33 (code 2549).,OGP,OGP,2006/07/22,2006.592,1,0
+2610,Pulkovo 1942 / 3-degree Gauss-Kruger CM 102E,2680,projected,4530,,4284,16394,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 34 (code 2551).,OGP,OGP,2002/06/22,,1,0
+2611,Pulkovo 1942 / 3-degree Gauss-Kruger CM 105E,2681,projected,4530,,4284,16318,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 35 (code 2552).,OGP,OGP,2006/07/22,2006.592,1,0
+2612,Pulkovo 1942 / 3-degree Gauss-Kruger CM 108E,2682,projected,4530,,4284,16396,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 36 (code 2553).,OGP,OGP,2002/06/22,,1,0
+2613,Pulkovo 1942 / 3-degree Gauss-Kruger CM 111E,2683,projected,4530,,4284,16319,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 37 (code 2554).,OGP,OGP,2006/07/22,2006.592,1,0
+2614,Pulkovo 1942 / 3-degree Gauss-Kruger CM 114E,2684,projected,4530,,4284,16398,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 38 (code 2555).,OGP,OGP,2002/06/22,,1,0
+2615,Pulkovo 1942 / 3-degree Gauss-Kruger CM 117E,2685,projected,4530,,4284,16320,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 39 (code 2556).,OGP,OGP,2006/07/22,2006.592,1,0
+2616,Pulkovo 1942 / 3-degree Gauss-Kruger CM 120E,2686,projected,4530,,4284,16170,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 40 (code 2557).,OGP,OGP,2002/06/22,,1,0
+2617,Pulkovo 1942 / 3-degree Gauss-Kruger CM 123E,2687,projected,4530,,4284,16321,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 41 (code 2558).,OGP,OGP,2006/07/22,2006.592,1,0
+2618,Pulkovo 1942 / 3-degree Gauss-Kruger CM 126E,2688,projected,4530,,4284,16172,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 42 (code 2559).,OGP,OGP,2002/06/22,,1,0
+2619,Pulkovo 1942 / 3-degree Gauss-Kruger CM 129E,2689,projected,4530,,4284,16322,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 43 (code 2560).,OGP,OGP,2006/07/22,2006.592,1,0
+2620,Pulkovo 1942 / 3-degree Gauss-Kruger CM 132E,2690,projected,4530,,4284,16174,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 44 (code 2561).,OGP,OGP,2002/06/22,,1,0
+2621,Pulkovo 1942 / 3-degree Gauss-Kruger CM 135E,2691,projected,4530,,4284,16323,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 45 (code 2562).,OGP,OGP,2006/07/22,2006.592,1,0
+2622,Pulkovo 1942 / 3-degree Gauss-Kruger CM 138E,2692,projected,4530,,4284,16176,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 46 (code 2563).,OGP,OGP,2002/06/22,,1,0
+2623,Pulkovo 1942 / 3-degree Gauss-Kruger CM 141E,2693,projected,4530,,4284,16324,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 47 (code 2564).,OGP,OGP,2006/07/22,2006.592,1,0
+2624,Pulkovo 1942 / 3-degree Gauss-Kruger CM 144E,2694,projected,4530,,4284,16178,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 48 (code 2565).,OGP,OGP,2002/06/22,,1,0
+2625,Pulkovo 1942 / 3-degree Gauss-Kruger CM 147E,2695,projected,4530,,4284,16325,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 49 (code 2566).,OGP,OGP,2006/07/22,2006.592,1,0
+2626,Pulkovo 1942 / 3-degree Gauss-Kruger CM 150E,2696,projected,4530,,4284,16180,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 50 (code 2567).,OGP,OGP,2002/06/22,,1,0
+2627,Pulkovo 1942 / 3-degree Gauss-Kruger CM 153E,2697,projected,4530,,4284,16326,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 51 (code 2568).,OGP,OGP,2006/07/22,2006.592,1,0
+2628,Pulkovo 1942 / 3-degree Gauss-Kruger CM 156E,2698,projected,4530,,4284,16182,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 52 (code 2569).,OGP,OGP,2002/06/22,,1,0
+2629,Pulkovo 1942 / 3-degree Gauss-Kruger CM 159E,2699,projected,4530,,4284,16327,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 53 (code 2570).,OGP,OGP,2006/07/22,2006.592,1,0
+2630,Pulkovo 1942 / 3-degree Gauss-Kruger CM 162E,2700,projected,4530,,4284,16184,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 54 (code 2571).,OGP,OGP,2002/06/22,,1,0
+2631,Pulkovo 1942 / 3-degree Gauss-Kruger CM 165E,2701,projected,4530,,4284,16328,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 55 (code 2572).,OGP,OGP,2006/07/22,2006.592,1,0
+2632,Pulkovo 1942 / 3-degree Gauss-Kruger CM 168E,2702,projected,4530,,4284,16186,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 56 (code 2573).,OGP,OGP,2002/06/22,,1,0
+2633,Pulkovo 1942 / 3-degree Gauss-Kruger CM 171E,2703,projected,4530,,4284,16329,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 57 (code 2574).,OGP,OGP,2006/07/22,2006.592,1,0
+2634,Pulkovo 1942 / 3-degree Gauss-Kruger CM 174E,2704,projected,4530,,4284,16188,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 58 (code 2575).,OGP,OGP,2002/06/22,,1,0
+2635,Pulkovo 1942 / 3-degree Gauss-Kruger CM 177E,2705,projected,4530,,4284,16330,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 59 (code 2576).,OGP,OGP,2006/07/22,2006.592,1,0
+2636,Pulkovo 1942 / 3-degree Gauss-Kruger CM 180E,2706,projected,4530,,4284,16190,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 60 (code 3389).,OGP,OGP,2006/06/02,2006.370,1,0
+2637,Pulkovo 1942 / 3-degree Gauss-Kruger CM 177W,2707,projected,4530,,4284,16331,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 61 (code 2578).,OGP,OGP,2006/07/22,2006.592,1,0
+2638,Pulkovo 1942 / 3-degree Gauss-Kruger CM 174W,2708,projected,4530,,4284,16192,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 62 (code 2579).,OGP,OGP,2002/06/22,,1,0
+2639,Pulkovo 1942 / 3-degree Gauss-Kruger CM 171W,2709,projected,4530,,4284,16332,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 63 (code 2580).,OGP,OGP,2006/07/22,2006.592,1,0
+2640,Pulkovo 1942 / 3-degree Gauss-Kruger CM 168W,2710,projected,4530,,4284,16194,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 64 (code 2581).,OGP,OGP,2002/06/22,,1,0
+2641,Pulkovo 1995 / 3-degree Gauss-Kruger zone 7,2747,projected,4530,,4200,16267,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 21E (code 2699).,OGP,OGP,2003/09/19,2003.310,1,0
+2642,Pulkovo 1995 / 3-degree Gauss-Kruger zone 8,2748,projected,4530,,4200,16268,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 24E (code 2700).,OGP,OGP,2003/09/19,2003.310,1,0
+2643,Pulkovo 1995 / 3-degree Gauss-Kruger zone 9,2749,projected,4530,,4200,16269,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 27E (code 2701).,OGP,OGP,2003/09/19,2003.310,1,0
+2644,Pulkovo 1995 / 3-degree Gauss-Kruger zone 10,2750,projected,4530,,4200,16270,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 30E (code 2702).,OGP,OGP,2003/09/19,2003.310,1,0
+2645,Pulkovo 1995 / 3-degree Gauss-Kruger zone 11,2751,projected,4530,,4200,16271,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 33E (code 2703).,OGP,OGP,2003/09/19,2003.310,1,0
+2646,Pulkovo 1995 / 3-degree Gauss-Kruger zone 12,2752,projected,4530,,4200,16272,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 36E (code 2704).,OGP,OGP,2003/09/19,2003.310,1,0
+2647,Pulkovo 1995 / 3-degree Gauss-Kruger zone 13,2753,projected,4530,,4200,16273,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 39E (code 2705).,OGP,OGP,2003/09/19,2003.310,1,0
+2648,Pulkovo 1995 / 3-degree Gauss-Kruger zone 14,2754,projected,4530,,4200,16274,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 42E (code 2706).,OGP,OGP,2003/09/19,2003.310,1,0
+2649,Pulkovo 1995 / 3-degree Gauss-Kruger zone 15,2755,projected,4530,,4200,16275,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 45E (code 2707).,OGP,OGP,2003/09/19,2003.310,1,0
+2650,Pulkovo 1995 / 3-degree Gauss-Kruger zone 16,2756,projected,4530,,4200,16276,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 48E (code 2708).,OGP,OGP,2003/09/19,2003.310,1,0
+2651,Pulkovo 1995 / 3-degree Gauss-Kruger zone 17,2757,projected,4530,,4200,16277,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 51E (code 2709).,OGP,OGP,2003/09/19,2003.310,1,0
+2652,Pulkovo 1995 / 3-degree Gauss-Kruger zone 18,2758,projected,4530,,4200,16278,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 54E (code 2710).,OGP,OGP,2003/09/19,2003.310,1,0
+2653,Pulkovo 1995 / 3-degree Gauss-Kruger zone 19,2759,projected,4530,,4200,16279,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 57E (code 2711).,OGP,OGP,2003/09/19,2003.310,1,0
+2654,Pulkovo 1995 / 3-degree Gauss-Kruger zone 20,2760,projected,4530,,4200,16280,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 60E (code 2712).,OGP,OGP,2003/09/19,2003.310,1,0
+2655,Pulkovo 1995 / 3-degree Gauss-Kruger zone 21,2761,projected,4530,,4200,16281,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 63E (code 2713).,OGP,OGP,2003/09/19,2003.310,1,0
+2656,Pulkovo 1995 / 3-degree Gauss-Kruger zone 22,2762,projected,4530,,4200,16282,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 66E (code 2714).,OGP,OGP,2003/09/19,2003.310,1,0
+2657,Pulkovo 1995 / 3-degree Gauss-Kruger zone 23,2763,projected,4530,,4200,16283,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 69E (code 2715).,OGP,OGP,2003/09/19,2003.310,1,0
+2658,Pulkovo 1995 / 3-degree Gauss-Kruger zone 24,2764,projected,4530,,4200,16284,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 72E (code 2716).,OGP,OGP,2003/09/19,2003.310,1,0
+2659,Pulkovo 1995 / 3-degree Gauss-Kruger zone 25,2765,projected,4530,,4200,16285,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 75E (code 2717).,OGP,OGP,2003/09/19,2003.310,1,0
+2660,Pulkovo 1995 / 3-degree Gauss-Kruger zone 26,2766,projected,4530,,4200,16286,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 78E (code 2718).,OGP,OGP,2003/09/19,2003.310,1,0
+2661,Pulkovo 1995 / 3-degree Gauss-Kruger zone 27,2767,projected,4530,,4200,16287,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 81E (code 2719).,OGP,OGP,2003/09/19,2003.310,1,0
+2662,Pulkovo 1995 / 3-degree Gauss-Kruger zone 28,2768,projected,4530,,4200,16288,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 84E (code 2720).,OGP,OGP,2003/09/19,2003.310,1,0
+2663,Pulkovo 1995 / 3-degree Gauss-Kruger zone 29,2769,projected,4530,,4200,16289,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 87E (code 2721).,OGP,OGP,2003/09/19,2003.310,1,0
+2664,Pulkovo 1995 / 3-degree Gauss-Kruger zone 30,2676,projected,4530,,4200,16290,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 90E (code 2722).,OGP,OGP,2003/09/19,2003.310,1,0
+2665,Pulkovo 1995 / 3-degree Gauss-Kruger zone 31,2677,projected,4530,,4200,16291,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 93E (code 2723).,OGP,OGP,2003/09/19,2003.310,1,0
+2666,Pulkovo 1995 / 3-degree Gauss-Kruger zone 32,2678,projected,4530,,4200,16292,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 96E (code 2724).,OGP,OGP,2003/09/19,2003.310,1,0
+2667,Pulkovo 1995 / 3-degree Gauss-Kruger zone 33,2679,projected,4530,,4200,16293,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 99E (code 2725).,OGP,OGP,2003/09/19,2003.310,1,0
+2668,Pulkovo 1995 / 3-degree Gauss-Kruger zone 34,2680,projected,4530,,4200,16294,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 102E (code 2726).,OGP,OGP,2003/09/19,2003.310,1,0
+2669,Pulkovo 1995 / 3-degree Gauss-Kruger zone 35,2681,projected,4530,,4200,16295,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 105E (code 2727).,OGP,OGP,2003/09/19,2003.310,1,0
+2670,Pulkovo 1995 / 3-degree Gauss-Kruger zone 36,2682,projected,4530,,4200,16296,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 108E (code 2728).,OGP,OGP,2003/09/19,2003.310,1,0
+2671,Pulkovo 1995 / 3-degree Gauss-Kruger zone 37,2683,projected,4530,,4200,16297,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 111E (code 2729).,OGP,OGP,2003/09/19,2003.310,1,0
+2672,Pulkovo 1995 / 3-degree Gauss-Kruger zone 38,2684,projected,4530,,4200,16298,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 114E (code 2730).,OGP,OGP,2003/09/19,2003.310,1,0
+2673,Pulkovo 1995 / 3-degree Gauss-Kruger zone 39,2685,projected,4530,,4200,16299,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 117E (code 2731).,OGP,OGP,2003/09/19,2003.310,1,0
+2674,Pulkovo 1995 / 3-degree Gauss-Kruger zone 40,2686,projected,4530,,4200,16070,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 120E (code 2732).,OGP,OGP,2003/09/19,2003.310,1,0
+2675,Pulkovo 1995 / 3-degree Gauss-Kruger zone 41,2687,projected,4530,,4200,16071,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 123E (code 2733).,OGP,OGP,2003/09/19,2003.310,1,0
+2676,Pulkovo 1995 / 3-degree Gauss-Kruger zone 42,2688,projected,4530,,4200,16072,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 126E (code 2734).,OGP,OGP,2003/09/19,2003.310,1,0
+2677,Pulkovo 1995 / 3-degree Gauss-Kruger zone 43,2689,projected,4530,,4200,16073,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 129E (code 2735).,OGP,OGP,2003/09/19,2003.310,1,0
+2678,Pulkovo 1995 / 3-degree Gauss-Kruger zone 44,2690,projected,4530,,4200,16074,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 132E (code 2738).,OGP,OGP,2003/09/19,2003.310,1,0
+2679,Pulkovo 1995 / 3-degree Gauss-Kruger zone 45,2691,projected,4530,,4200,16075,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 135E (code 2739).,OGP,OGP,2003/09/19,2003.310,1,0
+2680,Pulkovo 1995 / 3-degree Gauss-Kruger zone 46,2692,projected,4530,,4200,16076,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 138E (code 2740).,OGP,OGP,2003/09/19,2003.310,1,0
+2681,Pulkovo 1995 / 3-degree Gauss-Kruger zone 47,2693,projected,4530,,4200,16077,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 141E (code 2741).,OGP,OGP,2003/09/19,2003.310,1,0
+2682,Pulkovo 1995 / 3-degree Gauss-Kruger zone 48,2694,projected,4530,,4200,16078,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 144E (code 2742).,OGP,OGP,2003/09/19,2003.310,1,0
+2683,Pulkovo 1995 / 3-degree Gauss-Kruger zone 49,2695,projected,4530,,4200,16079,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 147E (code 2743).,OGP,OGP,2003/09/19,2003.310,1,0
+2684,Pulkovo 1995 / 3-degree Gauss-Kruger zone 50,2696,projected,4530,,4200,16080,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 150E (code 2744).,OGP,OGP,2003/09/19,2003.310,1,0
+2685,Pulkovo 1995 / 3-degree Gauss-Kruger zone 51,2697,projected,4530,,4200,16081,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 153E (code 2745).,OGP,OGP,2003/09/19,2003.310,1,0
+2686,Pulkovo 1995 / 3-degree Gauss-Kruger zone 52,2698,projected,4530,,4200,16082,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 156E (code 2746).,OGP,OGP,2003/09/19,2003.310,1,0
+2687,Pulkovo 1995 / 3-degree Gauss-Kruger zone 53,2699,projected,4530,,4200,16083,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 159E (code 2747).,OGP,OGP,2003/09/19,2003.310,1,0
+2688,Pulkovo 1995 / 3-degree Gauss-Kruger zone 54,2700,projected,4530,,4200,16084,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 162E (code 2748).,OGP,OGP,2003/09/19,2003.310,1,0
+2689,Pulkovo 1995 / 3-degree Gauss-Kruger zone 55,2701,projected,4530,,4200,16085,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 165E (code 2749).,OGP,OGP,2003/09/19,2003.310,1,0
+2690,Pulkovo 1995 / 3-degree Gauss-Kruger zone 56,2702,projected,4530,,4200,16086,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 168E (code 2750).,OGP,OGP,2003/09/19,2003.310,1,0
+2691,Pulkovo 1995 / 3-degree Gauss-Kruger zone 57,2703,projected,4530,,4200,16087,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 171E (code 2751).,OGP,OGP,2003/09/19,2003.310,1,0
+2692,Pulkovo 1995 / 3-degree Gauss-Kruger zone 58,2704,projected,4530,,4200,16088,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 174E (code 2752).,OGP,OGP,2003/09/19,2003.310,1,0
+2693,Pulkovo 1995 / 3-degree Gauss-Kruger zone 59,2705,projected,4530,,4200,16089,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 177E (code 2753).,OGP,OGP,2003/09/19,2003.310,1,0
+2694,Pulkovo 1995 / 3-degree Gauss-Kruger zone 60,2706,projected,4530,,4200,16090,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 180E (code 2754).,OGP,OGP,2003/09/19,2003.310,1,1
+2695,Pulkovo 1995 / 3-degree Gauss-Kruger zone 61,2707,projected,4530,,4200,16091,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 177W (code 2755).,OGP,OGP,2003/09/19,2003.310,1,0
+2696,Pulkovo 1995 / 3-degree Gauss-Kruger zone 62,2708,projected,4530,,4200,16092,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 174W (code 2756).,OGP,OGP,2003/09/19,2003.310,1,0
+2697,Pulkovo 1995 / 3-degree Gauss-Kruger zone 63,2709,projected,4530,,4200,16093,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 171W (code 2757).,OGP,OGP,2003/09/19,2003.310,1,0
+2698,Pulkovo 1995 / 3-degree Gauss-Kruger zone 64,2710,projected,4530,,4200,16094,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 168W (code 2758).,OGP,OGP,2003/09/19,2003.310,1,0
+2699,Pulkovo 1995 / 3-degree Gauss-Kruger CM 21E,2747,projected,4530,,4200,16304,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 7 (code 2641).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2700,Pulkovo 1995 / 3-degree Gauss-Kruger CM 24E,2748,projected,4530,,4200,16368,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 8 (code 2642).,OGP,OGP,2006/07/14,2003.310 2006.591,1,0
+2701,Pulkovo 1995 / 3-degree Gauss-Kruger CM 27E,2749,projected,4530,,4200,16305,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 9 (code 2643).,OGP,OGP,2006/07/22,2006.592,1,0
+2702,Pulkovo 1995 / 3-degree Gauss-Kruger CM 30E,2750,projected,4530,,4200,16370,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 10 (code 2644).,OGP,OGP,2006/07/14,2003.310 2006.590,1,0
+2703,Pulkovo 1995 / 3-degree Gauss-Kruger CM 33E,2751,projected,4530,,4200,16306,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 11 (code 2645).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2704,Pulkovo 1995 / 3-degree Gauss-Kruger CM 36E,2752,projected,4530,,4200,16372,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 12 (code 2646).,OGP,OGP,2006/07/14,2003.310 2006.590,1,0
+2705,Pulkovo 1995 / 3-degree Gauss-Kruger CM 39E,2753,projected,4530,,4200,16307,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 13 (code 2647).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2706,Pulkovo 1995 / 3-degree Gauss-Kruger CM 42E,2754,projected,4530,,4200,16374,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 14 (code 2648).,OGP,OGP,2006/07/14,2003.310 2006.590,1,0
+2707,Pulkovo 1995 / 3-degree Gauss-Kruger CM 45E,2755,projected,4530,,4200,16308,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 15 (code 2649).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2708,Pulkovo 1995 / 3-degree Gauss-Kruger CM 48E,2756,projected,4530,,4200,16376,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 16 (code 2650).,OGP,OGP,2006/07/14,2003.310 2006.590,1,0
+2709,Pulkovo 1995 / 3-degree Gauss-Kruger CM 51E,2757,projected,4530,,4200,16309,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 17 (code 2651).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2710,Pulkovo 1995 / 3-degree Gauss-Kruger CM 54E,2758,projected,4530,,4200,16378,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 18 (code 2652).,OGP,OGP,2006/07/14,2003.310 2006.590,1,0
+2711,Pulkovo 1995 / 3-degree Gauss-Kruger CM 57E,2759,projected,4530,,4200,16310,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 19 (code 2653).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2712,Pulkovo 1995 / 3-degree Gauss-Kruger CM 60E,2760,projected,4530,,4200,16380,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 20 (code 2654).,OGP,OGP,2006/07/14,2003.310 2006.590,1,0
+2713,Pulkovo 1995 / 3-degree Gauss-Kruger CM 63E,2761,projected,4530,,4200,16311,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 21 (code 2655).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2714,Pulkovo 1995 / 3-degree Gauss-Kruger CM 66E,2762,projected,4530,,4200,16382,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 22 (code 2656).,OGP,OGP,2006/07/14,2003.310 2006.590,1,0
+2715,Pulkovo 1995 / 3-degree Gauss-Kruger CM 69E,2763,projected,4530,,4200,16312,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 23 (code 2657).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2716,Pulkovo 1995 / 3-degree Gauss-Kruger CM 72E,2764,projected,4530,,4200,16384,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 24 (code 2658).,OGP,OGP,2006/07/14,2003.310 2006.590,1,0
+2717,Pulkovo 1995 / 3-degree Gauss-Kruger CM 75E,2765,projected,4530,,4200,16313,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 25 (code 2659).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2718,Pulkovo 1995 / 3-degree Gauss-Kruger CM 78E,2766,projected,4530,,4200,16386,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 26 (code 2660).,OGP,OGP,2006/07/14,2003.310 2006.590,1,0
+2719,Pulkovo 1995 / 3-degree Gauss-Kruger CM 81E,2767,projected,4530,,4200,16314,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 27 (code 2661).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2720,Pulkovo 1995 / 3-degree Gauss-Kruger CM 84E,2768,projected,4530,,4200,16388,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 28 (code 2662).,OGP,OGP,2006/07/14,2003.310 2006.590,1,0
+2721,Pulkovo 1995 / 3-degree Gauss-Kruger CM 87E,2769,projected,4530,,4200,16315,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 29 (code 2663).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2722,Pulkovo 1995 / 3-degree Gauss-Kruger CM 90E,2676,projected,4530,,4200,16390,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 30 (code 2664).,OGP,OGP,2003/09/19,2003.310,1,0
+2723,Pulkovo 1995 / 3-degree Gauss-Kruger CM 93E,2677,projected,4530,,4200,16316,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 31 (code 2665).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2724,Pulkovo 1995 / 3-degree Gauss-Kruger CM 96E,2678,projected,4530,,4200,16392,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 32 (code 2666).,OGP,OGP,2003/09/19,2003.310,1,0
+2725,Pulkovo 1995 / 3-degree Gauss-Kruger CM 99E,2679,projected,4530,,4200,16317,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 33 (code 2667).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2726,Pulkovo 1995 / 3-degree Gauss-Kruger CM 102E,2680,projected,4530,,4200,16394,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 34 (code 2668).,OGP,OGP,2003/09/19,2003.310,1,0
+2727,Pulkovo 1995 / 3-degree Gauss-Kruger CM 105E,2681,projected,4530,,4200,16318,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 35 (code 2669).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2728,Pulkovo 1995 / 3-degree Gauss-Kruger CM 108E,2682,projected,4530,,4200,16396,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 36 (code 2670).,OGP,OGP,2003/09/19,2003.310,1,0
+2729,Pulkovo 1995 / 3-degree Gauss-Kruger CM 111E,2683,projected,4530,,4200,16319,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 37 (code 2671).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2730,Pulkovo 1995 / 3-degree Gauss-Kruger CM 114E,2684,projected,4530,,4200,16398,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 38 (code 2672).,OGP,OGP,2003/09/19,2003.310,1,0
+2731,Pulkovo 1995 / 3-degree Gauss-Kruger CM 117E,2685,projected,4530,,4200,16320,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 39 (code 2673).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2732,Pulkovo 1995 / 3-degree Gauss-Kruger CM 120E,2686,projected,4530,,4200,16170,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 40 (code 2674).,OGP,OGP,2003/09/19,2003.310,1,0
+2733,Pulkovo 1995 / 3-degree Gauss-Kruger CM 123E,2687,projected,4530,,4200,16321,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 41 (code 2675).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2734,Pulkovo 1995 / 3-degree Gauss-Kruger CM 126E,2688,projected,4530,,4200,16172,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 42 (code 2676).,OGP,OGP,2003/09/19,2003.310,1,0
+2735,Pulkovo 1995 / 3-degree Gauss-Kruger CM 129E,2689,projected,4530,,4200,16322,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 43 (code 2677).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2736,Tete / UTM zone 36S,1540,projected,4400,,4127,16136,,,Large and medium scale topographic mapping and engineering survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,1998/04/16,,1,0
+2737,Tete / UTM zone 37S,1541,projected,4400,,4127,16137,,,Large and medium scale topographic mapping and engineering survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,1998/04/16,,1,0
+2738,Pulkovo 1995 / 3-degree Gauss-Kruger CM 132E,2690,projected,4530,,4200,16174,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 44 (code 2678).,OGP,OGP,2003/09/19,2003.310,1,0
+2739,Pulkovo 1995 / 3-degree Gauss-Kruger CM 135E,2691,projected,4530,,4200,16323,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 45 (code 2679).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2740,Pulkovo 1995 / 3-degree Gauss-Kruger CM 138E,2692,projected,4530,,4200,16176,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 46 (code 2680).,OGP,OGP,2003/09/19,2003.310,1,0
+2741,Pulkovo 1995 / 3-degree Gauss-Kruger CM 141E,2693,projected,4530,,4200,16324,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 47 (code 2681).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2742,Pulkovo 1995 / 3-degree Gauss-Kruger CM 144E,2694,projected,4530,,4200,16178,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 48 (code 2682).,OGP,OGP,2003/09/19,2003.310,1,0
+2743,Pulkovo 1995 / 3-degree Gauss-Kruger CM 147E,2695,projected,4530,,4200,16325,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 49 (code 2683).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2744,Pulkovo 1995 / 3-degree Gauss-Kruger CM 150E,2696,projected,4530,,4200,16180,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 50 (code 2684).,OGP,OGP,2003/09/19,2003.310,1,0
+2745,Pulkovo 1995 / 3-degree Gauss-Kruger CM 153E,2697,projected,4530,,4200,16326,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 51 (code 2685).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2746,Pulkovo 1995 / 3-degree Gauss-Kruger CM 156E,2698,projected,4530,,4200,16182,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 52 (code 2686).,OGP,OGP,2003/09/19,2003.310,1,0
+2747,Pulkovo 1995 / 3-degree Gauss-Kruger CM 159E,2699,projected,4530,,4200,16327,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 53 (code 2687).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2748,Pulkovo 1995 / 3-degree Gauss-Kruger CM 162E,2700,projected,4530,,4200,16184,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 54 (code 2688).,OGP,OGP,2003/09/19,2003.310,1,0
+2749,Pulkovo 1995 / 3-degree Gauss-Kruger CM 165E,2701,projected,4530,,4200,16328,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 55 (code 2689).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2750,Pulkovo 1995 / 3-degree Gauss-Kruger CM 168E,2702,projected,4530,,4200,16186,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 56 (code 2690).,OGP,OGP,2003/09/19,2003.310,1,0
+2751,Pulkovo 1995 / 3-degree Gauss-Kruger CM 171E,2703,projected,4530,,4200,16329,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 57 (code 2691).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2752,Pulkovo 1995 / 3-degree Gauss-Kruger CM 174E,2704,projected,4530,,4200,16188,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 58 (code 2692).,OGP,OGP,2003/09/19,2003.310,1,0
+2753,Pulkovo 1995 / 3-degree Gauss-Kruger CM 177E,2705,projected,4530,,4200,16330,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 59 (code 2693).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2754,Pulkovo 1995 / 3-degree Gauss-Kruger CM 180E,2706,projected,4530,,4200,16190,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 60 (code 3390).,OGP,OGP,2006/06/02,2003.310 2006.370,1,0
+2755,Pulkovo 1995 / 3-degree Gauss-Kruger CM 177W,2707,projected,4530,,4200,16331,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 61 (code 2695).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2756,Pulkovo 1995 / 3-degree Gauss-Kruger CM 174W,2708,projected,4530,,4200,16192,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 62 (code 2696).,OGP,OGP,2003/09/19,2003.310,1,0
+2757,Pulkovo 1995 / 3-degree Gauss-Kruger CM 171W,2709,projected,4530,,4200,16332,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 63 (code 2697).,OGP,OGP,2006/07/22,2003.310 2006.592,1,0
+2758,Pulkovo 1995 / 3-degree Gauss-Kruger CM 168W,2710,projected,4530,,4200,16194,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 64 (code 2698).,OGP,OGP,2003/09/19,2003.310,1,0
+2759,NAD83(HARN) / Alabama East,2154,projected,4499,,4152,10131,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2760,NAD83(HARN) / Alabama West,2155,projected,4499,,4152,10132,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2761,NAD83(HARN) / Arizona East,2167,projected,4499,,4152,10231,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2867 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2762,NAD83(HARN) / Arizona Central,2166,projected,4499,,4152,10232,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2868 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2763,NAD83(HARN) / Arizona West,2168,projected,4499,,4152,10233,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2869 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2764,NAD83(HARN) / Arkansas North,2169,projected,4499,,4152,10331,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3441 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2765,NAD83(HARN) / Arkansas South,2170,projected,4499,,4152,10332,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3442 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2766,NAD83(HARN) / California zone 1,2175,projected,4499,,4152,10431,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2870 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2767,NAD83(HARN) / California zone 2,2176,projected,4499,,4152,10432,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2871 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2768,NAD83(HARN) / California zone 3,2177,projected,4499,,4152,10433,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2872 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2769,NAD83(HARN) / California zone 4,2178,projected,4499,,4152,10434,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2873 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2770,NAD83(HARN) / California zone 5,2182,projected,4499,,4152,10435,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2874 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2771,NAD83(HARN) / California zone 6,2180,projected,4499,,4152,10436,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2875 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2772,NAD83(HARN) / Colorado North,2184,projected,4499,,4152,10531,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2876 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2773,NAD83(HARN) / Colorado Central,2183,projected,4499,,4152,10532,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2877 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2774,NAD83(HARN) / Colorado South,2185,projected,4499,,4152,10533,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2878 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2775,NAD83(HARN) / Connecticut,1377,projected,4499,,4152,10630,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2879 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2776,NAD83(HARN) / Delaware,1378,projected,4499,,4152,10730,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2880 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2777,NAD83(HARN) / Florida East,2186,projected,4499,,4152,10931,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2881 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2778,NAD83(HARN) / Florida West,2188,projected,4499,,4152,10932,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2882 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2779,NAD83(HARN) / Florida North,2187,projected,4499,,4152,10933,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2883 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2780,NAD83(HARN) / Georgia East,2189,projected,4499,,4152,11031,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2884 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2781,NAD83(HARN) / Georgia West,2190,projected,4499,,4152,11032,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2885 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2782,NAD83(HARN) / Hawaii zone 1,1546,projected,4499,,4152,15131,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,OGP,2008/06/24,2006.903 2007.031 2008.055,1,0
+2783,NAD83(HARN) / Hawaii zone 2,1547,projected,4499,,4152,15132,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,OGP,2008/06/24,2006.903 2007.031 2008.055,1,0
+2784,NAD83(HARN) / Hawaii zone 3,1548,projected,4499,,4152,15133,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,OGP,2008/06/24,2006.903 2007.031 2008.055,1,0
+2785,NAD83(HARN) / Hawaii zone 4,1549,projected,4499,,4152,15134,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,OGP,2008/06/24,2006.903 2007.031 2008.055,1,0
+2786,NAD83(HARN) / Hawaii zone 5,1550,projected,4499,,4152,15135,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,OGP,2008/06/24,2006.903 2007.031 2008.055,1,0
+2787,NAD83(HARN) / Idaho East,2192,projected,4499,,4152,11131,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2886 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2788,NAD83(HARN) / Idaho Central,2191,projected,4499,,4152,11132,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2887 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2789,NAD83(HARN) / Idaho West,2193,projected,4499,,4152,11133,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2888 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2790,NAD83(HARN) / Illinois East,2194,projected,4499,,4152,11231,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3443 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2791,NAD83(HARN) / Illinois West,2195,projected,4499,,4152,11232,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3444 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2792,NAD83(HARN) / Indiana East,2196,projected,4499,,4152,11331,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2967 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.770 2006.903 2007.031,1,0
+2793,NAD83(HARN) / Indiana West,2197,projected,4499,,4152,11332,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2968 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.770 2006.903 2007.031,1,0
+2794,NAD83(HARN) / Iowa North,2198,projected,4499,,4152,11431,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3425 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2795,NAD83(HARN) / Iowa South,2199,projected,4499,,4152,11432,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3426 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2796,NAD83(HARN) / Kansas North,2200,projected,4499,,4152,11531,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3427 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2797,NAD83(HARN) / Kansas South,2201,projected,4499,,4152,11532,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3428 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2798,NAD83(HARN) / Kentucky North,2202,projected,4499,,4152,15303,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2891 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2799,NAD83(HARN) / Kentucky South,2203,projected,4499,,4152,11632,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2892 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2008/06/24,2002.771 2006.903 2007.031 2008.055,1,0
+2800,NAD83(HARN) / Louisiana North,2204,projected,4499,,4152,11731,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3456 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2801,NAD83(HARN) / Louisiana South,2529,projected,4499,,4152,11732,,,Large and medium scale topographic mapping and engineering survey.,Not applicable to offshore areas. State law defines system in US survey feet. See code 3457 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.392 2006.903 2007.031,1,0
+2802,NAD83(HARN) / Maine East,2206,projected,4499,,4152,11831,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 26855 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,2006.903 2007.031 2008.006 2008.041,1,0
+2803,NAD83(HARN) / Maine West,2207,projected,4499,,4152,11832,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 26856 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/24,2006.903 2007.031 2008.006 2008.041 2008.055,1,0
+2804,NAD83(HARN) / Maryland,1389,projected,4499,,4152,11930,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2893 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2805,NAD83(HARN) / Massachusetts Mainland,2209,projected,4499,,4152,12031,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2894 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2806,NAD83(HARN) / Massachusetts Island,2208,projected,4499,,4152,12032,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2895 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2008/06/24,2002.771 2006.903 2007.031 2008.055,1,0
+2807,NAD83(HARN) / Michigan North,1723,projected,4499,,4152,12141,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2896 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2808,NAD83(HARN) / Michigan Central,1724,projected,4499,,4152,12142,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2897 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2809,NAD83(HARN) / Michigan South,1725,projected,4499,,4152,12143,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2898 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2810,NAD83(HARN) / Minnesota North,2214,projected,4499,,4152,12231,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 26857 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2008/05/28,2006.903 2007.031 2008.006 2008.041,1,0
+2811,NAD83(HARN) / Minnesota Central,2213,projected,4499,,4152,12232,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 26858 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2008/05/28,2006.903 2007.031 2008.006 2008.041,1,0
+2812,NAD83(HARN) / Minnesota South,2215,projected,4499,,4152,12233,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 26859 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2008/05/28,2006.903 2007.031 2008.006 2008.041,1,0
+2813,NAD83(HARN) / Mississippi East,2216,projected,4499,,4152,12331,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2899 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2814,NAD83(HARN) / Mississippi West,2217,projected,4499,,4152,12332,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2900 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2815,NAD83(HARN) / Missouri East,2219,projected,4499,,4152,12431,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2816,NAD83(HARN) / Missouri Central,2218,projected,4499,,4152,12432,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2817,NAD83(HARN) / Missouri West,2220,projected,4499,,4152,12433,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2818,NAD83(HARN) / Montana,1395,projected,4499,,4152,12530,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2901 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2819,NAD83(HARN) / Nebraska,1396,projected,4499,,4152,12630,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See CRS code 26860 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2008/06/23,2006.903 2007.031 2008.006 2008.041,1,0
+2820,NAD83(HARN) / Nevada East,2224,projected,4499,,4152,12731,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3429 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.904 2007.031,1,0
+2821,NAD83(HARN) / Nevada Central,2223,projected,4499,,4152,12732,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3430 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.904 2007.031,1,0
+2822,NAD83(HARN) / Nevada West,2225,projected,4499,,4152,12733,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3431 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.904 2007.031,1,0
+2823,NAD83(HARN) / New Hampshire,1398,projected,4499,,4152,12830,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3445 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2824,NAD83(HARN) / New Jersey,1399,projected,4499,,4152,12930,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3432 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2825,NAD83(HARN) / New Mexico East,2228,projected,4499,,4152,13031,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2902 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2826,NAD83(HARN) / New Mexico Central,2231,projected,4499,,4152,13032,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2903 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2827,NAD83(HARN) / New Mexico West,2232,projected,4499,,4152,13033,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2904 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2828,NAD83(HARN) / New York East,2234,projected,4499,,4152,13131,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2905 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2829,NAD83(HARN) / New York Central,2233,projected,4499,,4152,13132,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2906 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2830,NAD83(HARN) / New York West,2236,projected,4499,,4152,13133,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2907 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2831,NAD83(HARN) / New York Long Island,2235,projected,4499,,4152,13134,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2908 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2832,NAD83(HARN) / North Dakota North,2237,projected,4499,,4152,13331,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2909 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2833,NAD83(HARN) / North Dakota South,2238,projected,4499,,4152,13332,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2910 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2834,NAD83(HARN) / Ohio North,2239,projected,4499,,4152,13431,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3753 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/05/29,2006.903 2007.031,1,0
+2835,NAD83(HARN) / Ohio South,2240,projected,4499,,4152,13432,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3754 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/05/29,2006.903 2007.031,1,0
+2836,NAD83(HARN) / Oklahoma North,2241,projected,4499,,4152,13531,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2911 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2837,NAD83(HARN) / Oklahoma South,2242,projected,4499,,4152,13532,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2912 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2838,NAD83(HARN) / Oregon North,2243,projected,4499,,4152,13631,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2913 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2839,NAD83(HARN) / Oregon South,2244,projected,4499,,4152,13632,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 2914 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2840,NAD83(HARN) / Rhode Island,1408,projected,4499,,4152,13830,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3446 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2841,NAD83(HARN) / South Dakota North,2249,projected,4499,,4152,14031,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3458 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2842,NAD83(HARN) / South Dakota South,2250,projected,4499,,4152,14032,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3459 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2843,NAD83(HARN) / Tennessee,1411,projected,4499,,4152,14130,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2915 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2844,NAD83(HARN) / Texas North,2253,projected,4499,,4152,14231,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2916 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2845,NAD83(HARN) / Texas North Central,2254,projected,4499,,4152,14232,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2917 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2846,NAD83(HARN) / Texas Central,2252,projected,4499,,4152,14233,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2918 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2847,NAD83(HARN) / Texas South Central,2527,projected,4499,,4152,14234,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2919 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2008/06/24,2002.771 2006.392 2006.903 2007.031 2008.055,1,0
+2848,NAD83(HARN) / Texas South,2528,projected,4499,,4152,14235,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2920 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.392 2006.903 2007.031,1,0
+2849,NAD83(HARN) / Utah North,2258,projected,4499,,4152,14331,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. State law defining system in International feet (note: not US survey feet) has been withdrawn. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/04/20,2002.771 2006.905 2007.031,1,0
+2850,NAD83(HARN) / Utah Central,2257,projected,4499,,4152,14332,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. State law defining system in International feet (note: not US survey feet) has been withdrawn. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/04/20,2002.771 2006.905 2007.031,1,0
+2851,NAD83(HARN) / Utah South,2259,projected,4499,,4152,14333,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. State law defining system in International feet (note: not US survey feet) has been withdrawn. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/04/20,2002.771 2006.905 2007.031,1,0
+2852,NAD83(HARN) / Vermont,1414,projected,4499,,4152,14430,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2853,NAD83(HARN) / Virginia North,2260,projected,4499,,4152,14531,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2924 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2854,NAD83(HARN) / Virginia South,2261,projected,4499,,4152,14532,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2925 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2855,NAD83(HARN) / Washington North,2273,projected,4499,,4152,14631,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2926 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2856,NAD83(HARN) / Washington South,2274,projected,4499,,4152,14632,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2927 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2857,NAD83(HARN) / West Virginia North,2264,projected,4499,,4152,14731,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See CRS code 26861 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2008/06/23,2006.903 2007.031 2008.006 2008.041,1,0
+2858,NAD83(HARN) / West Virginia South,2265,projected,4499,,4152,14732,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See CRS code 26862 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2008/06/23,2006.903 2007.031 2008.006 2008.041,1,0
+2859,NAD83(HARN) / Wisconsin North,2267,projected,4499,,4152,14831,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2928 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2860,NAD83(HARN) / Wisconsin Central,2266,projected,4499,,4152,14832,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2929 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2861,NAD83(HARN) / Wisconsin South,2268,projected,4499,,4152,14833,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 2930 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2862,NAD83(HARN) / Wyoming East,2269,projected,4499,,4152,14931,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3755 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2863,NAD83(HARN) / Wyoming East Central,2270,projected,4499,,4152,14932,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3756 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2864,NAD83(HARN) / Wyoming West Central,2272,projected,4499,,4152,14933,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3757 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2865,NAD83(HARN) / Wyoming West,2271,projected,4499,,4152,14934,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3758 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/05/29,2006.903 2007.031,1,0
+2866,NAD83(HARN) / Puerto Rico & Virgin Is.,2251,projected,4499,,4152,15230,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2867,NAD83(HARN) / Arizona East (ft),2167,projected,4495,,4152,15304,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2761. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2868,NAD83(HARN) / Arizona Central (ft),2166,projected,4495,,4152,15305,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2762. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2869,NAD83(HARN) / Arizona West (ft),2168,projected,4495,,4152,15306,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2763. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2870,NAD83(HARN) / California zone 1 (ftUS),2175,projected,4497,,4152,15307,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2766. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2871,NAD83(HARN) / California zone 2 (ftUS),2176,projected,4497,,4152,15308,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2767. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2872,NAD83(HARN) / California zone 3 (ftUS),2177,projected,4497,,4152,15309,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2768. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2873,NAD83(HARN) / California zone 4 (ftUS),2178,projected,4497,,4152,15310,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2769. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2874,NAD83(HARN) / California zone 5 (ftUS),2182,projected,4497,,4152,15311,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2770. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2875,NAD83(HARN) / California zone 6 (ftUS),2180,projected,4497,,4152,15312,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2771. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2876,NAD83(HARN) / Colorado North (ftUS),2184,projected,4497,,4152,15313,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2772. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2877,NAD83(HARN) / Colorado Central (ftUS),2183,projected,4497,,4152,15314,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2773. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2878,NAD83(HARN) / Colorado South (ftUS),2185,projected,4497,,4152,15315,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2774. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2879,NAD83(HARN) / Connecticut (ftUS),1377,projected,4497,,4152,15316,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2775. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2880,NAD83(HARN) / Delaware (ftUS),1378,projected,4497,,4152,15317,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2776. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2881,NAD83(HARN) / Florida East (ftUS),2186,projected,4497,,4152,15318,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2777. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2882,NAD83(HARN) / Florida West (ftUS),2188,projected,4497,,4152,15319,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2778. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2883,NAD83(HARN) / Florida North (ftUS),2187,projected,4497,,4152,15320,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2779. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2884,NAD83(HARN) / Georgia East (ftUS),2189,projected,4497,,4152,15321,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2780. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2885,NAD83(HARN) / Georgia West (ftUS),2190,projected,4497,,4152,15322,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2781. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2886,NAD83(HARN) / Idaho East (ftUS),2192,projected,4497,,4152,15323,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2787. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2887,NAD83(HARN) / Idaho Central (ftUS),2191,projected,4497,,4152,15324,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2788. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2888,NAD83(HARN) / Idaho West (ftUS),2193,projected,4497,,4152,15325,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2789. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2889,NAD83(HARN) / Indiana East (ftUS),2196,projected,4497,,4152,15326,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 26973.,National Geodetic Survey,OGP,2002/06/22,,1,1
+2890,NAD83(HARN) / Indiana West (ftUS),2197,projected,4497,,4152,15327,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 26974.,National Geodetic Survey,OGP,2002/06/22,,1,1
+2891,NAD83(HARN) / Kentucky North (ftUS),2202,projected,4497,,4152,15328,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2798. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2892,NAD83(HARN) / Kentucky South (ftUS),2203,projected,4497,,4152,15329,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2799. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2893,NAD83(HARN) / Maryland (ftUS),1389,projected,4497,,4152,15330,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2804. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2894,NAD83(HARN) / Massachusetts Mainland (ftUS),2209,projected,4497,,4152,15331,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2805. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2895,NAD83(HARN) / Massachusetts Island (ftUS),2208,projected,4497,,4152,15332,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2806. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2896,NAD83(HARN) / Michigan North (ft),1723,projected,4495,,4152,15333,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2807. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2897,NAD83(HARN) / Michigan Central (ft),1724,projected,4495,,4152,15334,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2808. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2898,NAD83(HARN) / Michigan South (ft),1725,projected,4495,,4152,15335,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2809. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2899,NAD83(HARN) / Mississippi East (ftUS),2216,projected,4497,,4152,15336,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2813. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2900,NAD83(HARN) / Mississippi West (ftUS),2217,projected,4497,,4152,15337,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2814. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2901,NAD83(HARN) / Montana (ft),1395,projected,4495,,4152,15338,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2818. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2902,NAD83(HARN) / New Mexico East (ftUS),2228,projected,4497,,4152,15339,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2825. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2903,NAD83(HARN) / New Mexico Central (ftUS),2231,projected,4497,,4152,15340,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2826. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2904,NAD83(HARN) / New Mexico West (ftUS),2232,projected,4497,,4152,15341,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2827. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2905,NAD83(HARN) / New York East (ftUS),2234,projected,4497,,4152,15342,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2828. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2906,NAD83(HARN) / New York Central (ftUS),2233,projected,4497,,4152,15343,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2829. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2907,NAD83(HARN) / New York West (ftUS),2236,projected,4497,,4152,15344,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2830. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2908,NAD83(HARN) / New York Long Island (ftUS),2235,projected,4497,,4152,15345,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2831. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2909,NAD83(HARN) / North Dakota North (ft),2237,projected,4495,,4152,15347,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2832. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2910,NAD83(HARN) / North Dakota South (ft),2238,projected,4495,,4152,15348,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2833. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2911,NAD83(HARN) / Oklahoma North (ftUS),2241,projected,4497,,4152,15349,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2836. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2912,NAD83(HARN) / Oklahoma South (ftUS),2242,projected,4497,,4152,15350,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2837. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2913,NAD83(HARN) / Oregon North (ft),2243,projected,4495,,4152,15351,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2838. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2914,NAD83(HARN) / Oregon South (ft),2244,projected,4495,,4152,15352,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2839. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2915,NAD83(HARN) / Tennessee (ftUS),1411,projected,4497,,4152,15356,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2843. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2916,NAD83(HARN) / Texas North (ftUS),2253,projected,4497,,4152,15357,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2844. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2917,NAD83(HARN) / Texas North Central (ftUS),2254,projected,4497,,4152,15358,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2845. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2918,NAD83(HARN) / Texas Central (ftUS),2252,projected,4497,,4152,15359,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2846. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2919,NAD83(HARN) / Texas South Central (ftUS),2527,projected,4497,,4152,15360,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2847. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.392 2006.903 2007.031,1,0
+2920,NAD83(HARN) / Texas South (ftUS),2528,projected,4497,,4152,15361,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2848. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.392 2006.903 2007.031,1,0
+2921,NAD83(HARN) / Utah North (ft),2258,projected,4495,,4152,15362,,,Large and medium scale topographic mapping and engineering survey.,State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 2849. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,U.S. National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/04/20,2002.771 2006.905 2007.031,0,0
+2922,NAD83(HARN) / Utah Central (ft),2257,projected,4495,,4152,15363,,,Large and medium scale topographic mapping and engineering survey.,State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 2850. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,U.S. National Geodetic Survey¶http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/04/20,2002.771 2006.905 2007.031,0,0
+2923,NAD83(HARN) / Utah South (ft),2259,projected,4495,,4152,15364,,,Large and medium scale topographic mapping and engineering survey.,State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 2851. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,U.S. National Geodetic Survey¶http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/04/20,2002.771 2006.905 2007.031,0,0
+2924,NAD83(HARN) / Virginia North (ftUS),2260,projected,4497,,4152,15365,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2853. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2925,NAD83(HARN) / Virginia South (ftUS),2261,projected,4497,,4152,15366,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2854. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2926,NAD83(HARN) / Washington North (ftUS),2273,projected,4497,,4152,15367,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2855. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2927,NAD83(HARN) / Washington South (ftUS),2274,projected,4497,,4152,15368,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2856. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2928,NAD83(HARN) / Wisconsin North (ftUS),2267,projected,4497,,4152,15369,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2859. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2929,NAD83(HARN) / Wisconsin Central (ftUS),2266,projected,4497,,4152,15370,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2860. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2930,NAD83(HARN) / Wisconsin South (ftUS),2268,projected,4497,,4152,15371,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2861. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2002.771 2006.903 2007.031,1,0
+2931,Beduaram / TM 13 NE,2771,projected,4499,,4213,16413,,,Oil exploration.,Used by Elf in 1986.,TotalFinaElf,OGP,2003/08/30,2003.280,1,0
+2932,QND95 / Qatar National Grid,1346,projected,4400,,4614,19919,,,Large and medium scale topographic mapping and engineering survey.,,Qatar Centre for Geographic Information.,OGP,2002/06/28,,1,0
+2933,Segara / UTM zone 50S,1328,projected,4400,,4613,16150,,,Large and medium scale topographic mapping and engineering survey.,,TotalFinaElf,OGP,2002/06/22,,1,0
+2934,Segara (Jakarta) / NEIEZ,1360,projected,4499,,4820,19905,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2002/06/22,,1,1
+2935,Pulkovo 1942 / CS63 zone A1,2772,projected,4530,,4284,18441,,,"Large scale topographic mapping, cadastral and engineering survey.",,OGP,OGP,2002/06/28,,1,0
+2936,Pulkovo 1942 / CS63 zone A2,2773,projected,4530,,4284,18442,,,"Large scale topographic mapping, cadastral and engineering survey.",,OGP,OGP,2002/06/28,,1,0
+2937,Pulkovo 1942 / CS63 zone A3,2774,projected,4530,,4284,18443,,,"Large scale topographic mapping, cadastral and engineering survey.",,OGP,OGP,2002/06/28,,1,0
+2938,Pulkovo 1942 / CS63 zone A4,2775,projected,4530,,4284,18444,,,"Large scale topographic mapping, cadastral and engineering survey.",,OGP,OGP,2002/06/28,,1,0
+2939,Pulkovo 1942 / CS63 zone K2,2776,projected,4530,,4284,18446,,,"Large scale topographic mapping, cadastral and engineering survey.",,OGP,OGP,2002/06/28,,1,0
+2940,Pulkovo 1942 / CS63 zone K3,2777,projected,4530,,4284,18447,,,"Large scale topographic mapping, cadastral and engineering survey.",,OGP,OGP,2002/06/28,,1,0
+2941,Pulkovo 1942 / CS63 zone K4,2778,projected,4530,,4284,18448,,,"Large scale topographic mapping, cadastral and engineering survey.",,OGP,OGP,2002/06/28,,1,0
+2942,Porto Santo / UTM zone 28N,1314,projected,4400,,4615,16028,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,OGP,2005/05/27,2003.231 2003.232 2005.180,1,0
+2943,Selvagem Grande / UTM zone 28N,2779,projected,4400,,4616,16028,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,OGP,2003/08/14,2003.232,1,0
+2944,NAD83(CSRS) / SCoPQ zone 2,1420,projected,4499,,4617,17700,,,Large and medium scale topographic mapping and engineering survey.,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2002/07/13,,1,0
+2945,NAD83(CSRS) / MTM zone 3,1421,projected,4496,,4617,17703,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS) / SCoPQ zone 3"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2008/02/08,2008.002,1,0
+2946,NAD83(CSRS) / MTM zone 4,1422,projected,4496,,4617,17704,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS) / SCoPQ zone 4"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2008/02/08,2008.002,1,0
+2947,NAD83(CSRS) / MTM zone 5,1423,projected,4496,,4617,17705,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS) / SCoPQ zone 5"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2008/02/08,2008.002,1,0
+2948,NAD83(CSRS) / MTM zone 6,1424,projected,4496,,4617,17706,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS) / SCoPQ zone 6"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2008/02/08,2008.002,1,0
+2949,NAD83(CSRS) / MTM zone 7,1425,projected,4496,,4617,17707,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS) / SCoPQ zone 7"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2008/02/08,2008.002,1,0
+2950,NAD83(CSRS) / MTM zone 8,1426,projected,4496,,4617,17708,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS) / SCoPQ zone 8"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2008/02/08,2008.002,1,0
+2951,NAD83(CSRS) / MTM zone 9,1427,projected,4496,,4617,17709,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS) / SCoPQ zone 9"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2008/02/08,2008.002,1,0
+2952,NAD83(CSRS) / MTM zone 10,1428,projected,4496,,4617,17710,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83(CSRS) / SCoPQ zone 10"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,2008/02/08,2008.002,1,0
+2953,NAD83(CSRS) / New Brunswick Stereo,1447,projected,4500,,4617,19946,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Service New Brunswick Land and Information Standards Manual,OGP,2002/07/13,,1,0
+2954,NAD83(CSRS) / Prince Edward Isl. Stereographic (NAD83),1533,projected,4496,,4617,19960,,,Large and medium scale topographic mapping and engineering survey.,,PEI Department of Transportation & Public Works,OGP,2002/07/13,,1,0
+2955,NAD83(CSRS) / UTM zone 11N,3528,projected,4400,,4617,16011,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2007/05/29,2006.461 2007.026,1,0
+2956,NAD83(CSRS) / UTM zone 12N,3527,projected,4400,,4617,16012,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2007/05/29,2006.461 2007.026,1,0
+2957,NAD83(CSRS) / UTM zone 13N,3526,projected,4400,,4617,16013,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2007/05/29,2006.461 2007.026,1,0
+2958,NAD83(CSRS) / UTM zone 17N,3416,projected,4400,,4617,16017,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006/07/30,2006.462,1,0
+2959,NAD83(CSRS) / UTM zone 18N,3417,projected,4400,,4617,16018,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006/07/30,2006.462,1,0
+2960,NAD83(CSRS) / UTM zone 19N,3524,projected,4400,,4617,16019,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2007/05/29,2006.461 2007.026,1,0
+2961,NAD83(CSRS) / UTM zone 20N,3525,projected,4400,,4617,16020,,,Large and medium scale topographic mapping and engineering survey.,In use from 1999.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2007/05/29,2006.461 2007.026,1,0
+2962,NAD83(CSRS) / UTM zone 21N,2151,projected,4400,,4617,16021,,,Large and medium scale topographic mapping and engineering survey.,In use from 2000.,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006/07/30,2006.461,1,0
+2963,Lisbon 1890 (Lisbon) / Portugal Bonne,1294,projected,6509,,4904,19979,,,Medium scale topographic mapping.,,"Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/",OGP,2003/08/14,2003.232,1,0
+2964,NAD27 / Alaska Albers,1330,projected,4497,,4267,15020,,,Small scale mapping and state planning.,,Various industry sources.,OGP,2002/09/19,,1,0
+2965,NAD83 / Indiana East (ftUS),2196,projected,4497,,4269,15372,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26973. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2002/10/13,,1,0
+2966,NAD83 / Indiana West (ftUS),2197,projected,4497,,4269,15373,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26974. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2002/10/13,,1,0
+2967,NAD83(HARN) / Indiana East (ftUS),2196,projected,4497,,4152,15372,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2792. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2968,NAD83(HARN) / Indiana West (ftUS),2197,projected,4497,,4152,15373,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2793. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+2969,Fort Marigot / UTM zone 20N,2828,projected,4400,,4621,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RRAF 1991 / UTM zone 20N (CRS code 2989).,IGN Paris,OGP,2002/11/29,,1,0
+2970,Guadeloupe 1948 / UTM zone 20N,2829,projected,4400,,4622,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RRAF 1991 / UTM zone 20N (CRS code 2989).,IGN Paris,OGP,2004/10/14,2004.561,1,0
+2971,CSG67 / UTM zone 22N,3144,projected,4400,,4623,16022,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGFG95 / UTM zone 22N (CRS code 2972).,IGN Paris,OGP,2005/04/24,2004.562,1,0
+2972,RGFG95 / UTM zone 22N,3144,projected,4400,,4624,16022,,,Large and medium scale topographic mapping and engineering survey.,Replaces CSG67 / UTM zone 22N (CRS code 2971).,IGN Paris,OGP,2002/11/29,,1,0
+2973,Martinique 1938 / UTM zone 20N,3276,projected,4400,,4625,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RRAF 1991 / UTM zone 20N (CRS code 2989).,IGN Paris,OGP,2004/10/14,2004.561,1,0
+2975,RGR92 / UTM zone 40S,1196,projected,4400,,4627,16140,,,Large and medium scale topographic mapping and engineering survey.,Replaces Piton des Neiges / TM Reunion (CRS code 2990),IGN Paris,OGP,2002/11/29,,1,0
+2976,Tahiti 52 / UTM zone 6S,2811,projected,4400,,4628,16106,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Tahiti 79 / UTM zone 6S (CRS code 3304) in Tahiti and Moorea 87 / UTM zone 6S (code 3305) in Moorea.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,2005.380,1,0
+2977,Tahaa 54 / UTM zone 5S,2812,projected,4400,,4629,16105,,,Large and medium scale topographic mapping and engineering survey.,"Replaced by RGPF / UTM zone 5S, CRS code 3296.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,2005.380,1,0
+2978,IGN72 Nuku Hiva / UTM zone 7S,3129,projected,4400,,4630,16107,,,Large and medium scale topographic mapping and engineering survey.,"Replaced by RGPF / UTM zone 7S, CRS code 3298.",IGN Paris,OGP,2005/08/12,2005.380,1,0
+2979,K0 1949 / UTM zone 42S,2816,projected,4400,,4631,16142,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2002/11/29,,1,1
+2980,Combani 1950 / UTM zone 38S,3340,projected,4400,,4632,16138,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2002/11/29,,1,0
+2981,IGN56 Lifou / UTM zone 58S,2814,projected,4400,,4633,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2006.620,1,0
+2982,IGN72 Grand Terre / UTM zone 58S,2822,projected,4400,,4634,16158,,,Large and medium scale topographic mapping and engineering survey.,Superseded by RGNC 1991 / Lambert Caledonie (CRS code 2984).,IGN Paris,OGP,2002/11/29,,1,1
+2983,ST87 Ouvea / UTM zone 58S,2813,projected,4400,,4635,16158,,,Large and medium scale topographic mapping and engineering survey.,Superseded by RGNC 1991 / Lambert Caledonie (CRS code 2984).,IGN Paris,OGP,2002/11/29,,1,1
+2984,RGNC 1991 / Lambert New Caledonia,1174,projected,4499,,4645,19981,,,Large and medium scale topographic mapping and engineering survey.,"Supersedes IGN72 Grande Terre / UTM zone 58S, IGN56 Lifou / UTM zone 58S, ST87 Ouvea / UTM zone 58S, IGN53 Mare / UTM zone 58S, ST84 Ile des Pins / UTM zone 58S, ST71 Belep / UTM zone 58S and NEA74 Noumea / UTM zone 58S (CRS codes 2981,2983,2995-98,3060)",IGN Paris,OGP,2003/08/14,2003.240,1,1
+2985,Petrels 1972 / Terre Adelie Polar Stereographic,2817,projected,4492,,4636,19983,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2003/09/22,2003.220,1,0
+2986,Perroud 1950 / Terre Adelie Polar Stereographic,2818,projected,4492,,4637,19983,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2002/11/29,,1,0
+2987,Saint Pierre et Miquelon 1950 / UTM zone 21N,1220,projected,4400,,4638,16021,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2006/02/03,2006.060,1,0
+2988,MOP78 / UTM zone 1S,2815,projected,4400,,4639,16101,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2002/11/29,,1,0
+2989,RRAF 1991 / UTM zone 20N,2824,projected,4400,,4640,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaces Sainte Anne / UTM zone 20N and Fort Marigot / UTM zone 20N (CRS codes 2969-70) in Guadeloupe and Fort Desaix / UTM zone 20N (CRS code 2973) in Martinique.,IGN Paris,OGP,2002/11/29,,1,0
+2990,Reunion 1947 / TM Reunion,3337,projected,4499,,4626,19982,,,Large and medium scale topographic mapping and engineering survey.,Supersedes Reunion 1947 / Gauss Laborde Reunion (alias Piton des Neiges / Gauss Laborde Reunion). Superseded by RGR92 / UTM zone 40S (CRS code 2975).,IGN Paris,OGP,2004/10/14,2004.561,1,1
+2991,NAD83 / Oregon Lambert,1406,projected,4499,,4269,13633,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,"State law defines use of International feet (note: not US survey feet). See code 2992 for non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Oregon Lambert (code 2993).","Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",OGP,2002/12/19,,1,0
+2992,NAD83 / Oregon Lambert (ft),1406,projected,4495,,4269,15374,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,"State law defines use of International feet (note: not US survey feet). See code 2991 for metric definition. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / Oregon Lambert (ft) (code 2994).","Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",OGP,2002/12/19,,1,0
+2993,NAD83(HARN) / Oregon Lambert,1406,projected,4499,,4152,13633,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,State law defines use of International feet (note: not US survey feet). See code 2994 for non-metric definition. Replaces NAD83 / Oregon Lambert for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",OGP,2007/04/20,2006.903 2007.031,1,0
+2994,NAD83(HARN) / Oregon Lambert (ft),1406,projected,4495,,4152,15374,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,State law defines use of International feet (note: not US survey feet). See code 2993 for metric definition. Replaces NAD83 / Oregon Lambert (ft) for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",OGP,2007/04/20,2006.903 2007.031,1,0
+2995,IGN53 Mare / UTM zone 58S,3434,projected,4400,,4641,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2006.620,1,0
+2996,ST84 Ile des Pins / UTM zone 58S,2820,projected,4400,,4642,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2006.620,1,0
+2997,ST71 Belep / UTM zone 58S,2821,projected,4400,,4643,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,IGN Paris,OGP,2006/07/21,2006.620,1,0
+2998,NEA74 Noumea / UTM zone 58S,2823,projected,4400,,4644,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,IGN Paris,OGP,2006/07/21,2006.620,1,0
+2999,Grand Comoros / UTM zone 38S,2807,projected,4400,,4646,16138,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2002/11/29,,1,0
+3000,Segara / NEIEZ,1360,projected,4499,,4613,19905,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2003/01/16,,1,0
+3001,Batavia / NEIEZ,1285,projected,4499,,4211,19905,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2003/01/16,,1,0
+3002,Makassar / NEIEZ,1316,projected,4499,,4257,19905,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2003/01/16,,1,0
+3003,Monte Mario / Italy zone 1,1718,projected,4499,,4265,18121,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2005/05/27,2004.070 2005.180,1,0
+3004,Monte Mario / Italy zone 2,1719,projected,4499,,4265,18122,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2005/05/27,2004.070 2005.180,1,0
+3005,NAD83 / BC Albers,2832,projected,4400,,4269,19984,,,Spatial data storage and use for whole province in grid coordinates.,This CRS name may sometimes be used as an alias for NAD83(CSRS) / BC Albers. See CRS code 3153,Government of British Columbia Ministry of Sustainable Resource Management. http://srmwww.gov.bc.ca/gis/bceprojection.html,OGP,2006/07/30,2006.461,1,0
+3006,SWEREF99 TM,1225,projected,4531,,4619,17333,,,Medium and small scale topographic mapping.,From 2003 replaces RT90 2.5 gon V (CRS code 3021). For large scale applications see CRS codes 3007-18.,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3007,SWEREF99 12 00,2833,projected,4531,,4619,17321,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3008,SWEREF99 13 30,2834,projected,4531,,4619,17322,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3009,SWEREF99 15 00,2835,projected,4531,,4619,17323,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3010,SWEREF99 16 30,2836,projected,4531,,4619,17324,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3011,SWEREF99 18 00,2837,projected,4531,,4619,17325,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3012,SWEREF99 14 15,2838,projected,4531,,4619,17326,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3013,SWEREF99 15 45,2839,projected,4531,,4619,17327,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3014,SWEREF99 17 15,2840,projected,4531,,4619,17328,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3015,SWEREF99 18 45,2841,projected,4531,,4619,17329,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3016,SWEREF99 20 15,2842,projected,4531,,4619,17330,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3017,SWEREF99 21 45,2843,projected,4531,,4619,17331,,,"Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3018,SWEREF99 23 15,2844,projected,4531,,4619,17332,,,"Large scale topographic mapping, engineering and cadastral survey.",From 2003 replaces RT90 systems (CRS codes 3019-24).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3019,RT90 7.5 gon V,2845,projected,4530,,4124,17334,,,"Topographic mapping, engineering survey, cadastre.",Replaces RT38 7.5 gon V (CRS code 3025) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3020,RT90 5 gon V,2846,projected,4530,,4124,17335,,,"Topographic mapping, engineering survey, cadastre.",Replaces RT38 5 gon V (CRS code 3026) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3021,RT90 2.5 gon V,2847,projected,4530,,4124,19929,,,"(i) Medium and small scale mapping. (ii) Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",Replaces RT38 2.5 gon V (CRS code 3027) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3006-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/27,2005.180 2005.220,1,0
+3022,RT90 0 gon,2848,projected,4530,,4124,17336,,,"Topographic mapping, engineering survey, cadastre.",Replaces RT38 0 gon (CRS code 3028) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3023,RT90 2.5 gon O,2849,projected,4530,,4124,17337,,,"Topographic mapping, engineering survey, cadastre.",Replaces RT38 2.5 gon O (CRS code 3029) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3024,RT90 5 gon O,2850,projected,4530,,4124,17338,,,"Topographic mapping, engineering survey, cadastre.",Replaces RT38 5 gon O (CRS code 3030) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3025,RT38 7.5 gon V,2845,projected,4530,,4308,17334,,,"Topographic mapping, engineering survey, cadastre.",Replaced by RT90 7.5 gon V (CRS code 3019).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3026,RT38 5 gon V,2846,projected,4530,,4308,17335,,,"Topographic mapping, engineering survey, cadastre.",Replaced by RT90 5 gon V (CRS code 3020).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3027,RT38 2.5 gon V,2847,projected,4530,,4308,19929,,,"(i) Medium and small scale mapping. (ii) Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.",Replaced by RT90 2.5 gon V (CRS code 3021).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3028,RT38 0 gon,2848,projected,4530,,4308,17336,,,"Topographic mapping, engineering survey, cadastre.",Replaced by RT90 0 gon (CRS code 3022).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3029,RT38 2.5 gon O,2849,projected,4530,,4308,17337,,,"Topographic mapping, engineering survey, cadastre.",Replaced by RT90 2.5 gon O (CRS code 3023).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3030,RT38 5 gon O,2850,projected,4530,,4308,17338,,,"Topographic mapping, engineering survey, cadastre.",Replaced by RT90 5 gon O (CRS code 3024).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2005/05/21,2005.220,1,0
+3031,WGS 84 / Antarctic Polar Stereographic,1031,projected,4490,,4326,19992,,,"Antarctic Digital Database and small scale (<1:1,000,000) studies and topographic mapping.",,Scientific Committee for Antarctic Reasearch (SCAR) Antarctic Digital Database (ADD) manual. http://www.add.scar.org.,OGP,2005/04/14,2005.120,1,0
+3032,WGS 84 / Australian Antarctic Polar Stereographic,1278,projected,4489,,4326,19993,,,"1: Small scale (<1:1,000,000) studies and topographic mapping. 2: Medium scale studies and topographic mapping south of 80 deg S.",,Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/,OGP,2005/09/29,2005.460,1,0
+3033,WGS 84 / Australian Antarctic Lambert,2880,projected,4400,,4326,19994,,,Medium scale studies and topographic mapping.,,Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/,OGP,2005/09/29,2005.460,1,0
+3034,ETRS89 / ETRS-LCC,1298,projected,4500,,4258,19985,,,"Single CRS for all Europe. Used for conformal mapping at scales of 1:500,000 and smaller.","ETRS-TM (CRS codes 3038-51) used for conformal mapping at scales larger than 1:500,000. ETRS-LAEA (CRS code 3035) used for statistical applications at any scale","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3035,ETRS89 / ETRS-LAEA,1298,projected,4532,,4258,19986,,,Single CRS for all Europe. Used for statistical mapping at all scales and other purposes where true area representation is required.,ETRS-LCC (code 3034) or ETRS-TM (codes 3038-51) used for conformal mapping.,"European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3036,Moznet / UTM zone 36S,1540,projected,4400,,4130,16136,,,Large and medium scale topographic mapping and engineering survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,1998/04/16,,1,0
+3037,Moznet / UTM zone 37S,1541,projected,4400,,4130,16137,,,Large and medium scale topographic mapping and engineering survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,1998/04/16,,1,0
+3038,ETRS89 / ETRS-TM26,2855,projected,4500,,4258,16026,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3039,ETRS89 / ETRS-TM27,2856,projected,4500,,4258,16027,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3040,ETRS89 / ETRS-TM28,2857,projected,4500,,4258,16028,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3041,ETRS89 / ETRS-TM29,2858,projected,4500,,4258,16029,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3042,ETRS89 / ETRS-TM30,2859,projected,4500,,4258,16030,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3043,ETRS89 / ETRS-TM31,2860,projected,4500,,4258,16031,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3044,ETRS89 / ETRS-TM32,2861,projected,4500,,4258,16032,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3045,ETRS89 / ETRS-TM33,2862,projected,4500,,4258,16033,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3046,ETRS89 / ETRS-TM34,2863,projected,4500,,4258,16034,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3047,ETRS89 / ETRS-TM35,2864,projected,4500,,4258,16035,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3048,ETRS89 / ETRS-TM36,2865,projected,4500,,4258,16036,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3049,ETRS89 / ETRS-TM37,2866,projected,4500,,4258,16037,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3050,ETRS89 / ETRS-TM38,2867,projected,4500,,4258,16038,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.180 2005.460 2007.014,1,0
+3051,ETRS89 / ETRS-TM39,2868,projected,4500,,4258,16039,,,"Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.","ETRS-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS-LAEA (CRS code 3035) used for statitistical applications at all scales.","European Commission Joint Research Centre ""Map Projections for Europe"". http://www.ec-gis.org",OGP,2007/02/02,2005.142 2005.180 2005.460 2007.014,1,0
+3052,Reykjavik 1900 / Lambert 1900,3262,projected,4491,,4657,19987,,,Medium scale topographic mapping.,Replaced by Hjorsey 1955 / Lambert 1955 (CRS code 3053). See ellipsoid remarks.,Landmaelingar Islands (National Survey of Iceland).,OGP,2003/06/27,,1,0
+3053,Hjorsey 1955 / Lambert 1955,3262,projected,4491,,4658,19988,,,Engineering survey and small scale mapping.,Replaces Reykjavik 1900 / Lambert 1900 (CRS code 3052). Replaced by ISN93 / Lambert 1993 (CRS code 3057).,Landmaelingar Islands (National Survey of Iceland).,OGP,2003/06/27,,1,0
+3054,Hjorsey 1955 / UTM zone 26N,2851,projected,4400,,4658,16026,,,"1/50,000 scale topographic mapping published between 1955 and 2000.",Replaced by ISN93 / Lambert 1993 (CRS code 3057).,Landmaelingar Islands (National Survey of Iceland).,OGP,2003/06/27,,1,0
+3055,Hjorsey 1955 / UTM zone 27N,2852,projected,4400,,4658,16027,,,"1/50,000 scale topographic mapping published between 1955 and 2000.",Replaced by ISN93 / Lambert 1993 (CRS code 3057).,Landmaelingar Islands (National Survey of Iceland).,OGP,2003/06/27,,1,0
+3056,Hjorsey 1955 / UTM zone 28N,2853,projected,4400,,4658,16028,,,"1/50,000 scale topographic mapping published between 1955 and 2000.",Replaced by ISN93 / Lambert 1993 (CRS code 3057).,Landmaelingar Islands (National Survey of Iceland).,OGP,2003/06/27,,1,0
+3057,ISN93 / Lambert 1993,1120,projected,4499,,4659,19989,,,Medium and small scale topographic mapping.,Replaces Hjorsey 1955 / Lambert 1955 (CRS code 3053).,Landmaelingar Islands (National Survey of Iceland).,OGP,2003/06/27,,1,0
+3058,Helle 1954 / Jan Mayen Grid,2869,projected,4531,,4660,19991,,,Topographic mapping.,,Statens kartverk,OGP,2003/06/27,,1,0
+3059,LKS92 / Latvia TM,1139,projected,4530,,4661,19990,,,Large and medium scale topographic mapping and engineering survey.,LKS92 / TM Baltic (CRS code 25884) used for medium and small scale applications.,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu,OGP,2005/05/27,2005.180,1,0
+3060,IGN72 Grande Terre / UTM zone 58S,2822,projected,4400,,4662,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2006.620,1,0
+3061,Porto Santo 1995 / UTM zone 28N,1314,projected,4400,,4663,16028,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,OGP,2003/08/14,,1,0
+3062,Azores Oriental 1995 / UTM zone 26N,1345,projected,4400,,4664,16026,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,OGP,2003/08/14,,1,0
+3063,Azores Central 1995 / UTM zone 26N,1301,projected,4400,,4665,16026,,,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,OGP,2003/08/14,,1,0
+3064,IGM95 / UTM zone 32N,1718,projected,4400,,4670,16032,,,Scientific study.,,ENI,OGP,2004/01/07,,1,0
+3065,IGM95 / UTM zone 33N,1719,projected,4400,,4670,16033,,,Scientific study.,,ENI,OGP,2004/01/07,,1,0
+3066,ED50 / Jordan TM,1130,projected,4400,,4230,19995,,,Large and medium scale topographic mapping and engineering survey.,Information has not been confirmed by National Mapping Agency.,Various industry sources,OGP,2004/01/29,,1,0
+3067,ETRS89 / ETRS-TM35FIN,1095,projected,4400,,4258,16065,,,Large and medium scale topographic mapping and engineering survey.,Identical to ETRS89 / UTM zone 35N (code 25835) except for area of use.,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3068,DHDN / Soldner Berlin,2898,projected,4531,,4314,19996,,,"Large scale topographic and statistical mapping, cadastral and engineering survey.",,Berlin state statistical office. Also at¶http://www.kulturbuch-verlag.de/online/brv/D0026/F01293.pdf,OGP,2004/04/22,,1,0
+3069,NAD27 / Wisconsin Transverse Mercator,1418,projected,4499,,4267,14811,,,State-wide applications requiring a single system.,Designed as a single zone for the whole state. Replaced by NAD83 / Wisconsin Transverse Mercator (CRS code 3070).,Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,OGP,2004/04/23,2005.170,1,0
+3070,NAD83 / Wisconsin Transverse Mercator,1418,projected,4499,,4269,14841,,,State-wide applications requiring a single system.,"Designed as a single zone for the whole state. Replaces NAD27 / Wisconsin Transverse Mercator (CRS code 3069). For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Wisconsin Transverse Mercator.",Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,OGP,2004/04/23,,1,0
+3071,NAD83(HARN) / Wisconsin Transverse Mercator,1418,projected,4499,,4152,14841,,,State-wide applications requiring a single system.,Designed as a single zone for the whole state. Replaces NAD83 / Wisconsin Transverse Mercator for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Wisconsin Transverse Mercator.,Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,OGP,2007/04/20,2006.903 2007.031,1,0
+3072,NAD83 / Maine CS2000 East,2960,projected,4499,,4269,11851,,,Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.,"In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / CS2000.","State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/08,2006.720 2008.006,1,0
+3073,NAD83 / Maine CS2000 Central,2959,projected,4499,,4269,11852,,,Large and medium scale topographic mapping and engineering survey.,Supersedes CS27 and SPCS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2006/08/10,2006.720,1,1
+3074,NAD83 / Maine CS2000 West,2958,projected,4499,,4269,11853,,,Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.,"In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / CS2000.","State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/08,2006.720 2008.006,1,0
+3075,NAD83(HARN) / Maine CS2000 East,2960,projected,4499,,4152,11851,,,Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/08,2006.720 2006.903 2007.031 2008.006,1,0
+3076,NAD83(HARN) / Maine CS2000 Central,2959,projected,4499,,4152,11852,,,Large and medium scale topographic mapping and engineering survey.,Supersedes CS27 and SPCS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2007/04/20,2006.720 2007.031,1,1
+3077,NAD83(HARN) / Maine CS2000 West,2958,projected,4499,,4152,11853,,,Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/08,2006.720 2006.903 2007.031 2008.006,1,0
+3078,NAD83 / Michigan Oblique Mercator,1391,projected,4499,,4269,12150,,,Used for spatial data presentation for whole state.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Michigan Oblique Mercator.","Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf",OGP,2004/06/16,,1,0
+3079,NAD83(HARN) / Michigan Oblique Mercator,1391,projected,4499,,4152,12150,,,Used for spatial data presentation for whole state.,Replaces NAD83 / Michigan Oblique Mercator for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Michigan Oblique Mercator.,"Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf",OGP,2007/04/20,2006.903 2007.031,1,0
+3080,NAD27 / Shackleford,1412,projected,4495,,4267,14252,,,Used for spatial data presentation for whole state.,"Replaced by NAD83 / TSMS.¶Care: survey data in Texas uses the US survey foot, not the International foot used by this system.","Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2004/06/16,,1,0
+3081,NAD83 / Texas State Mapping System,1412,projected,4499,,4269,14251,,,Used for spatial data presentation for whole state.,Replaces NAD27 / Shackleford. From 2001 replaced by NAD83 / Texas Centric Mapping System (TCMS/LC and TCMS/AEA).,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2006/08/24,2006.720,1,0
+3082,NAD83 / Texas Centric Lambert Conformal,1412,projected,4499,,4269,14253,,,Used for state-wide spatial data presentation requiring shape preservation.,"For state-wide spatial data presentation requiring true area measurements use TCMS/AEA. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Texas Centric Lambert Conformal.","Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2006/08/24,2006.720,1,0
+3083,NAD83 / Texas Centric Albers Equal Area,1412,projected,4499,,4269,14254,,,Used for state-wide spatial data presentation requiring true area measurements.,"For state-wide spatial data presentation requiring shape preservation use TCMS/LC. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Texas Centric Albers Equal Area.","Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2006/08/24,2006.720,1,0
+3084,NAD83(HARN) / Texas Centric Lambert Conformal,1412,projected,4499,,4152,14253,,,Used for state-wide spatial data presentation requiring shape preservation.,For state-wide spatial data presentation requiring true area measurements use TCMS/AEA (CRS code 3085). Replaces NAD83 / Texas Centric Lambert Conformal for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Texas Centric LC.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2007/04/20,2006.720 2006.903 2007.031,1,0
+3085,NAD83(HARN) / Texas Centric Albers Equal Area,1412,projected,4499,,4152,14254,,,Used for state-wide spatial data presentation requiring true area measurements.,For state-wide spatial data presentation requiring shape preservation use TCMS/LC (CRS code 3084). Replaces NAD83 / Texas Centric Albers Equal Area for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Texas Centric AEA.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2007/04/20,2006.720 2006.903 2007.031,1,0
+3086,NAD83 / Florida GDL Albers,1379,projected,4499,,4269,10934,,,Used for spatial data presentation for whole state.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Florida GDL Albers.","Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj",OGP,2004/08/13,,1,0
+3087,NAD83(HARN) / Florida GDL Albers,1379,projected,4499,,4152,10934,,,Used for spatial data presentation for whole state.,Replaces NAD83 / Florida GDL Albers for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Florida GDL Albers.,"Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj",OGP,2007/04/20,2006.903 2007.031,1,0
+3088,NAD83 / Kentucky Single Zone,1386,projected,4499,,4269,11630,,,Used for spatial data presentation for whole state.,"State law defines system in US survey feet. See code 3089 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Kentucky (m) (code 3090).","National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",OGP,2004/08/13,,1,0
+3089,NAD83 / Kentucky Single Zone (ftUS),1386,projected,4497,,4269,15375,,,Used for spatial data presentation for whole state.,"State law defines system in US survey feet. See code 3088 for equivalent metric definition. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / Kentucky (ftUS) (code 3091).","National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",OGP,2004/08/13,,1,0
+3090,NAD83(HARN) / Kentucky Single Zone,1386,projected,4499,,4152,11630,,,Used for spatial data presentation for whole state.,State law defines system in US survey feet. See code 3091 for equivalent non-metric definition. Replaces NAD83 / KY1Z for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / KY1Z.,"National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",OGP,2007/04/20,2006.903 2007.031,1,0
+3091,NAD83(HARN) / Kentucky Single Zone (ftUS),1386,projected,4497,,4152,15375,,,Used for spatial data presentation for whole state.,State law defines system in US survey feet. See code 3090 for equivalent metric definition. Replaces NAD83 / KY1Z (ft) for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / KY1Z(ft).,"National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",OGP,2007/04/20,2006.903 2007.031,1,0
+3092,Tokyo / UTM zone 51N,2951,projected,4400,,4301,16051,,,Medium scale topographic mapping.,Replaced by JGD2000 / UTM zone 51N (code 3182).,Geographic Survey Institute; Japan.,OGP,2004/04/27,,1,0
+3093,Tokyo / UTM zone 52N,2952,projected,4400,,4301,16052,,,Medium scale topographic mapping.,Replaced by JGD2000 / UTM zone 52N (code 3183).,Geographic Survey Institute; Japan.,OGP,2004/04/27,,1,0
+3094,Tokyo / UTM zone 53N,2953,projected,4400,,4301,16053,,,Medium scale topographic mapping.,Replaced by JGD2000 / UTM zone 53N (code 3184).,Geographic Survey Institute; Japan.,OGP,2004/04/27,,1,0
+3095,Tokyo / UTM zone 54N,2954,projected,4400,,4301,16054,,,Medium scale topographic mapping.,Replaced by JGD2000 / UTM zone 54N (code 3185).,Geographic Survey Institute; Japan.,OGP,2004/04/27,,1,0
+3096,Tokyo / UTM zone 55N,2955,projected,4400,,4301,16055,,,Medium scale topographic mapping.,Replaced by JGD2000 / UTM zone 55N (code 3186).,Geographic Survey Institute; Japan.,OGP,2004/04/27,,1,0
+3097,JGD2000 / UTM zone 51N,2951,projected,4400,,4612,16051,,,Medium scale topographic mapping.,Replaces Tokyo / UTM zone 51N (code 3177).,Geographic Survey Institute; Japan.,OGP,2004/04/27,,1,0
+3098,JGD2000 / UTM zone 52N,2952,projected,4400,,4612,16052,,,Medium scale topographic mapping.,Replaces Tokyo / UTM zone 52N (code 3178).,Geographic Survey Institute; Japan.,OGP,2004/04/27,,1,0
+3099,JGD2000 / UTM zone 53N,2953,projected,4400,,4612,16053,,,Medium scale topographic mapping.,Replaces Tokyo / UTM zone 53N (code 3179).,Geographic Survey Institute; Japan.,OGP,2004/04/27,,1,0
+3100,JGD2000 / UTM zone 54N,2954,projected,4400,,4612,16054,,,Medium scale topographic mapping.,Replaces Tokyo / UTM zone 54N (code 3180).,Geographic Survey Institute; Japan.,OGP,2004/04/27,,1,0
+3101,JGD2000 / UTM zone 55N,2955,projected,4400,,4612,16055,,,Medium scale topographic mapping.,Replaces Tokyo / UTM zone 55N (code 3181).,Geographic Survey Institute; Japan.,OGP,2004/04/27,,1,0
+3102,American Samoa 1962 / American Samoa Lambert,3109,projected,4497,,4169,15376,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NAD83(HARN) / UTM zone 2S (projCRS 2195) as of mid-2000.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2005/05/21,2005.230,1,0
+3103,Mauritania 1999 / UTM zone 28N,2971,projected,4400,,4681,16028,,,Large and medium scale topographic mapping and engineering survey.,CARE! This CRS under investigation - may be in error.,Department for the Mining Cadastre.,OGP,2004/10/14,,1,1
+3104,Mauritania 1999 / UTM zone 29N,2970,projected,4400,,4681,16029,,,Large and medium scale topographic mapping and engineering survey.,CARE! This CRS under investigation - may be in error.,Department for the Mining Cadastre.,OGP,2004/10/14,,1,1
+3105,Mauritania 1999 / UTM zone 30N,2969,projected,4400,,4681,16030,,,Large and medium scale topographic mapping and engineering survey.,CARE! This CRS under investigation - may be in error.,Department for the Mining Cadastre.,OGP,2004/10/14,,1,1
+3106,Gulshan 303 / Bangladesh Transverse Mercator,1041,projected,4400,,4682,16490,,,Large and medium scale topographic mapping and engineering survey.,,Survey of Bangladesh via IGN Paris and Tullow Oil.,OGP,2006/06/22,2006.470,1,0
+3107,GDA94 / SA Lambert,2986,projected,4400,,4283,17359,,,Natural Resources mapping of whole State.,,"South Australia Department for Environment and Heritage, Spatial Information Committee (SICOM); http://www.environment.sa.gov.au/mapland/sicom/sicom/lambert.html",OGP,2004/10/20,,1,0
+3108,ETRS89 / Guernsey Grid,2989,projected,4400,,4258,19998,,,Large and medium scale topographic mapping and engineering survey.,Replaced ED50 / UTM zone 30N with effect from 1996.,"States of Guernsey and Digimap Ltd, Guernsey.",OGP,2004/11/26,,1,0
+3109,ETRS89 / Jersey Transverse Mercator,2988,projected,4400,,4258,19999,,,Large and medium scale topographic mapping and engineering survey.,Effective from January 1st 2005.,Jersey Planning & Environment Department.,OGP,2004/11/26,,1,0
+3110,AGD66 / Vicgrid66,2285,projected,4400,,4202,17360,,,Natural Resources mapping of whole State.,"May also be used to display Victoria, New South Wales, Tasmania and South Australia as a single entity. Replaced by Vicgrid94 (CRS code 3111) with effect from 2nd February 2000.",Victoria Land Registry; http://www.land.vic.gov.au,OGP,2005/01/07,,1,0
+3111,GDA94 / Vicgrid94,2285,projected,4400,,4283,17361,,,Natural Resources mapping of whole State.,"May also be used to display Victoria, New South Wales, Tasmania and South Australia as a single entity. Replaces Vicgrid66 (CRS code 3110) with effect from 2nd February 2000.",Victoria Land Registry; http://www.land.vic.gov.au,OGP,2005/01/07,,1,0
+3112,GDA94 / Geoscience Australia Lambert,2575,projected,4400,,4283,17362,,,Australia-wide geoscience mapping.,,Geoscience Australia; http://www.ga.gov.au/map/broker/wms_info.php,OGP,2005/01/07,,1,0
+3113,GDA94 / BCSG02,2990,projected,4400,,4283,17363,,,Engineering survey projects and consequent design and construction,,Brisbane City Council,OGP,2005/02/21,,1,0
+3114,MAGNA-SIRGAS / Colombia Far West zone,3091,projected,4500,,4686,18055,,,Large and medium scale topographic mapping and engineering survey.,Replaces Bogota 1975 / Colombia West zone (CRS code 21891).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"".",OGP,2007/07/02,2007.060,1,0
+3115,MAGNA-SIRGAS / Colombia West zone,3090,projected,4500,,4686,18056,,,Large and medium scale topographic mapping and engineering survey.,Replaces Bogota 1975 / Colombia West zone (CRS code 21891).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"".",OGP,2007/07/02,2007.060,1,0
+3116,MAGNA-SIRGAS / Colombia Bogota zone,1599,projected,4500,,4686,18057,,,Large and medium scale topographic mapping and engineering survey. Also used for small scale mappig of whole country.,Replaces Bogota 1975 / Colombia Bogota zone (CRS code 21892).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+3117,MAGNA-SIRGAS / Colombia East Central zone,1600,projected,4500,,4686,18058,,,Large and medium scale topographic mapping and engineering survey.,Replaces Bogota 1975 / Colombia East Central zone (CRS code 21893).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"".",OGP,2007/07/02,2007.060,1,0
+3118,MAGNA-SIRGAS / Colombia East zone,1601,projected,4500,,4686,18059,,,Large and medium scale topographic mapping and engineering survey.,Replaces Bogota 1975 / Colombia East zone (CRS code 21894).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"".",OGP,2007/07/02,2007.060,1,0
+3119,Douala 1948 / AEF west,2555,projected,4400,,4192,18415,,,Medium and small scale topographic mapping and engineering survey.,Replaced by Manoca 1962 / UTM zone 32N (code 2215).,,OGP,2005/06/17,,1,0
+3120,Pulkovo 1942(58) / Poland zone I,1515,projected,4530,,4179,18280,,,Large and medium scale topographic mapping and engineering survey.,To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 7 and 8 (codes 2178-79).,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/10/29,,1,0
+3121,PRS92 / Philippines zone 1,1698,projected,4499,,4683,18171,,,Large and medium scale topographic mapping and engineering survey.,Replaces Luzon 1911 / Philippines zone I (CRS code 25391).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,2004/12/24,,1,0
+3122,PRS92 / Philippines zone 2,1699,projected,4499,,4683,18172,,,Large and medium scale topographic mapping and engineering survey.,Replaces Luzon 1911 / Philippines zone II (CRS code 25392).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,2004/12/24,,1,0
+3123,PRS92 / Philippines zone 3,1700,projected,4499,,4683,18173,,,Large and medium scale topographic mapping and engineering survey.,Replaces Luzon 1911 / Philippines zone III (CRS code 25393).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,2008/06/24,2008.055,1,0
+3124,PRS92 / Philippines zone 4,1701,projected,4499,,4683,18174,,,Large and medium scale topographic mapping and engineering survey.,Replaces Luzon 1911 / Philippines zone IV (CRS code 25394).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,2004/12/24,,1,0
+3125,PRS92 / Philippines zone 5,1702,projected,4499,,4683,18175,,,Large and medium scale topographic mapping and engineering survey.,Replaces Luzon 1911 / Philippines zone V (CRS code 25395).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,2004/12/24,,1,0
+3126,ETRS89 / ETRS-GK19FIN,3092,projected,4500,,4258,18183,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3127,ETRS89 / ETRS-GK20FIN,3093,projected,4500,,4258,18184,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3128,ETRS89 / ETRS-GK21FIN,3094,projected,4500,,4258,18185,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3129,ETRS89 / ETRS-GK22FIN,3095,projected,4500,,4258,18186,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3130,ETRS89 / ETRS-GK23FIN,3096,projected,4500,,4258,18187,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3131,ETRS89 / ETRS-GK24FIN,3097,projected,4500,,4258,18188,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3132,ETRS89 / ETRS-GK25FIN,3098,projected,4500,,4258,18189,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3133,ETRS89 / ETRS-GK26FIN,3099,projected,4500,,4258,18190,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3134,ETRS89 / ETRS-GK27FIN,3100,projected,4500,,4258,18195,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3135,ETRS89 / ETRS-GK28FIN,3101,projected,4500,,4258,18196,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3136,ETRS89 / ETRS-GK29FIN,3102,projected,4500,,4258,18197,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3137,ETRS89 / ETRS-GK30FIN,3103,projected,4500,,4258,18198,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3138,ETRS89 / ETRS-GK31FIN,3104,projected,4500,,4258,18199,,,"Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2007/02/02,2007.014,1,0
+3139,Vanua Levu 1915 / Vanua Levu Grid,3401,projected,4533,,4748,19878,,,"Large topographic mapping, cadastral and engineering survey.","For topographic mapping, replaced by Fiji 1956 / UTM (CRS codes 3141-42). For other purposes, replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).","Department of Lands and Survey, Fiji.",OGP,2007/02/06,2007.017,1,0
+3140,Viti Levu 1912 / Viti Levu Grid,3195,projected,4533,,4752,19879,,,"Large topographic mapping, cadastral and engineering survey.","For topographic mapping, replaced by Fiji 1956 / UTM (CRS codes 3141-42). For other purposes, replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).","Department of Lands and Survey, Fiji.",OGP,2007/02/06,2007.017,1,0
+3141,Fiji 1956 / UTM zone 60S,3399,projected,4400,,4721,16160,,,Topographic mapping.,"For topographic mapping, replaces Vanua Levu / Vanua Levu Grid (CRS code 3140). Replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2007/02/06,2007.017,1,0
+3142,Fiji 1956 / UTM zone 1S,3400,projected,4400,,4721,16101,,,Topographic mapping.,"For topographic mapping, replaces Viti Levu / Viti Levu Grid (CRS code 3139) and Vanua Levu / Vanua Levu Grid (CRS code 3140). Replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2007/02/06,2007.017,1,0
+3143,Fiji 1986 / Fiji Map Grid,1094,projected,4400,,4720,19880,,,"Topographic mapping, cadastral and engineering survey.","Supersedes Viti Levu 1912 / Viti Levu Grid, Vanua Levu 1915 / Vanua Levu Grid, Fiji 1956 / UTM zone 60S and Fiji 1956 / UTM zone 1S (CRS codes 3139-42).","Department of Lands and Survey, Fiji.",OGP,2006/07/19,,1,1
+3144,FD54 / Faroe Lambert,3248,projected,4501,,4741,19870,,,Cadastral survey.,Replaced by fk89 (CRS code 3173).,KMS,OGP,2006/08/04,,1,0
+3145,ETRS89 / Faroe Lambert,3248,projected,4501,,4258,19870,,,Topographical mapping.,Replaces ED50 / UTM zone 29N for topographic mapping. For cadastral survey see fk89 (CRS code 3173).,KMS,OGP,2007/02/02,2007.014,1,0
+3146,Pulkovo 1942 / 3-degree Gauss-Kruger zone 6,3403,projected,4530,,4284,16266,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 8E (code 3147).,OGP,OGP,2006/07/14,,1,0
+3147,Pulkovo 1942 / 3-degree Gauss-Kruger CM 18E,3403,projected,4530,,4284,16366,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 6 (code 3146).,OGP,OGP,2006/07/14,,1,0
+3148,Indian 1960 / UTM zone 48N,1542,projected,4400,,4131,16048,,,Large and medium scale topographic mapping and engineering survey.,In Vietnam replaced by Hanoi 72 / Gauss zone 18 from 1988 onwards.,,OGP,1998/11/11,,1,0
+3149,Indian 1960 / UTM zone 49N,1453,projected,4400,,4131,16049,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Hanoi 72 / Gauss zone 18 from 1988 onwards.,,OGP,1998/11/11,,1,0
+3150,Pulkovo 1995 / 3-degree Gauss-Kruger zone 6,3403,projected,4530,,4200,16266,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 18E (code 3151).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2006/07/14,,1,0
+3151,Pulkovo 1995 / 3-degree Gauss-Kruger CM 18E,3403,projected,4530,,4200,16366,,,"Large scale topographic mapping, cadastral and engineering survey.",Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 6 (code 3150).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2006/07/14,,1,0
+3152,ST74,3408,projected,4531,,4619,19876,,,"Large scale topographic mapping, cadastral and engineering survey.",Simulation of engineering (local) coordinate reference system through a Sweref-related projected CRS. Accuracy better than 0.05m.,"Lantmateriet, http://www.lantmateriet.com, SWEPOS pages.",OGP,2006/07/20,,1,0
+3153,NAD83(CSRS) / BC Albers,2832,projected,4400,,4617,19984,,,Spatial data storage and use for whole province in grid coordinates.,,Government of British Columbia Ministry of Sustainable Resource Management. http://srmwww.gov.bc.ca/gis/bceprojection.html,OGP,2006/07/30,,1,0
+3154,NAD83(CSRS) / UTM zone 7N,3409,projected,4400,,4617,16007,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006/07/30,,1,0
+3155,NAD83(CSRS) / UTM zone 8N,3410,projected,4400,,4617,16008,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006/07/30,,1,0
+3156,NAD83(CSRS) / UTM zone 9N,3411,projected,4400,,4617,16009,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006/07/30,,1,0
+3157,NAD83(CSRS) / UTM zone 10N,3412,projected,4400,,4617,16010,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006/07/30,,1,0
+3158,NAD83(CSRS) / UTM zone 14N,3413,projected,4400,,4617,16014,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006/07/30,,1,0
+3159,NAD83(CSRS) / UTM zone 15N,3414,projected,4400,,4617,16015,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006/07/30,,1,0
+3160,NAD83(CSRS) / UTM zone 16N,3415,projected,4400,,4617,16016,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2006/07/30,,1,0
+3161,NAD83 / Ontario MNR Lambert,1367,projected,4400,,4269,19875,,,Province-wide environmental mapping.,Replaces NAD27 / Ontario MNR Lambert. One of a number of similar projected CRSs used by Ontario MNR.,Ontario Ministry of Natural Resources via Conservation Ontario.,OGP,2008/03/14,2007.075,1,0
+3162,NAD83(CSRS) / Ontario MNR Lambert,1367,projected,4400,,4617,19875,,,Province-wide environmental mapping.,One of a number of similar projected CRSs used by Ontario MNR.,Ontario Ministry of Natural Resources via Conservation Ontario.,OGP,2008/03/14,2007.075,1,0
+3163,RGNC91-93 / Lambert New Caledonia,3430,projected,4499,,4749,19981,,,Large and medium scale topographic mapping and engineering survey.,"Replaces IGN72 Grande Terre / UTM zone 58S, IGN56 Lifou / UTM zone 58S, ST87 Ouvea / UTM zone 58S, IGN53 Mare / UTM zone 58S, ST84 Ile des Pins / UTM zone 58S, ST71 Belep / UTM zone 58S and NEA74 Noumea / UTM zone 58S (CRS codes 2981,2995-98,3060,3164)","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,,1,0
+3164,ST87 Ouvea / UTM zone 58S,2813,projected,4400,,4750,16158,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,,1,0
+3165,NEA74 Noumea / Noumea Lambert,2823,projected,4499,,4644,19873,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163). Gives identical conversion results as NEA74 Noumea / Noumea Lambert 2 (CRS code 3166).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,,1,0
+3166,NEA74 Noumea / Noumea Lambert 2,2823,projected,4499,,4644,19874,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163). Variant of NEA74 Noumea / Noumea Lambert (CRS code 3166) with defining parameters at integer seconds: gives identical conversion results.,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,,1,0
+3167,Kertau (RSO) / RSO Malaya (ch),1690,projected,4410,,4751,19871,,,Large and medium scale topographic mapping and engineering survey.,See Kertau (RSO) / RSO Malaya (m) (CRS code 3168) for metric equivalent. Replaced by GDM2000 / Peninsula RSO (CRS code 3375).,Defence Geographic Centre.,OGP,2006/08/14,2006.730,1,0
+3168,Kertau (RSO) / RSO Malaya (m),1690,projected,4400,,4751,19872,,,Large and medium scale topographic mapping and engineering survey.,Adopts metric conversion of 0.914398 metres per yard. See Kertau (RSO) / RSO Malaya (ch) (CRS code 3168) for Imperial version. Replaced by GDM2000 / Peninsula RSO (CRS code 3375).,Defence Geographic Centre.,OGP,2006/08/14,2006.730,1,0
+3169,RGNC91-93 / UTM zone 57S,3431,projected,4400,,4749,16157,,,Large and medium scale topographic mapping and engineering survey.,"Used for EEZ mapping. For area of Grande-Terre, Isle de Pins, Belep and Loyalty Islands (Lifou, Mare, Ouvea), use RGNC91-93 / Lambert New Caledonia (CRS code 3163) rather than this system.","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/25,,1,0
+3170,RGNC91-93 / UTM zone 58S,3432,projected,4400,,4749,16158,,,Large and medium scale topographic mapping and engineering survey.,"Used for EEZ mapping. For area of Grande-Terre, Isle de Pins, Belep and Loyalty Islands (Lifou, Mare, Ouvea), use RGNC91-93 / Lambert New Caledonia (CRS code 3163) rather than this system.","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/25,,1,0
+3171,RGNC91-93 / UTM zone 59S,3433,projected,4400,,4749,16159,,,Large and medium scale topographic mapping and engineering survey.,"Used for EEZ mapping. For area of Grande-Terre, Isle de Pins, Belep and Loyalty Islands (Lifou, Mare, Ouvea), use RGNC91-93 / Lambert New Caledonia (CRS code 3163) rather than this system.","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/25,,1,0
+3172,IGN53 Mare / UTM zone 59S,3435,projected,4400,,4641,16159,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/25,,1,0
+3173,fk89 / Faroe Lambert FK89,3248,projected,4501,,4753,19877,,,Cadastral survey.,Replaces FD54 / Faroe Lambert (fk54) (CRS code 3144) for cadastral survey. Positional differences are under 2 metres.,KMS,OGP,2006/08/04,,1,0
+3174,NAD83 / Great Lakes Albers,3467,projected,4499,,4269,15397,,,Basin-wide mapping and analysis.,,Great Lakes Fisheries Commission,OGP,2007/01/19,,1,0
+3175,NAD83 / Great Lakes and St Lawrence Albers,3468,projected,4499,,4269,15398,,,Basin-wide mapping and analysis.,,Great Lakes Fisheries Commission,OGP,2007/01/19,,1,0
+3176,Indian 1960 / TM 106 NE,1495,projected,4400,,4131,16506,,,Used by Petrovietnam for offshore block 15.,,Petrovietnam,OGP,1998/11/11,,1,0
+3177,LGD2006 / Libya TM,1143,projected,4499,,4754,18319,,,Small scale topographic mapping.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3178,GR96 / UTM zone 18N,3449,projected,4400,,4747,16018,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3179,GR96 / UTM zone 19N,3450,projected,4400,,4747,16019,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3180,GR96 / UTM zone 20N,3451,projected,4400,,4747,16020,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3181,GR96 / UTM zone 21N,3452,projected,4400,,4747,16021,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3182,GR96 / UTM zone 22N,3453,projected,4400,,4747,16022,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3183,GR96 / UTM zone 23N,3454,projected,4400,,4747,16023,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3184,GR96 / UTM zone 24N,3455,projected,4400,,4747,16024,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3185,GR96 / UTM zone 25N,3456,projected,4400,,4747,16025,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3186,GR96 / UTM zone 26N,3457,projected,4400,,4747,16026,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3187,GR96 / UTM zone 27N,3458,projected,4400,,4747,16027,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3188,GR96 / UTM zone 28N,3459,projected,4400,,4747,16028,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3189,GR96 / UTM zone 29N,3460,projected,4400,,4747,16029,,,Large and medium scale topographic mapping and engineering survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/07/30,,1,0
+3190,LGD2006 / Libya TM zone 5,1470,projected,4499,,4754,18310,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3191,LGD2006 / Libya TM zone 6,1471,projected,4499,,4754,18311,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3192,LGD2006 / Libya TM zone 7,1472,projected,4499,,4754,18312,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3193,LGD2006 / Libya TM zone 8,1473,projected,4499,,4754,18313,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3194,LGD2006 / Libya TM zone 9,1474,projected,4499,,4754,18314,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3195,LGD2006 / Libya TM zone 10,1475,projected,4499,,4754,18315,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3196,LGD2006 / Libya TM zone 11,1476,projected,4499,,4754,18316,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3197,LGD2006 / Libya TM zone 12,1477,projected,4499,,4754,18317,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3198,LGD2006 / Libya TM zone 13,1478,projected,4499,,4754,18318,,,Large scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3199,LGD2006 / UTM zone 32N,1479,projected,4400,,4754,16032,,,Medium scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3200,FD58 / Iraq zone,1300,projected,4400,,4132,19906,,,Large and medium scale topographic mapping and engineering survey.,,IOEPC records.,OGP,1998/11/11,,1,0
+3201,LGD2006 / UTM zone 33N,1480,projected,4400,,4754,16033,,,Medium scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3202,LGD2006 / UTM zone 34N,1481,projected,4400,,4754,16034,,,Medium scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3203,LGD2006 / UTM zone 35N,1478,projected,4400,,4754,16035,,,Medium scale topographic mapping and engineering survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+3204,WGS 84 / SCAR IMW SP19-20,2991,projected,4400,,4326,17204,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3205,WGS 84 / SCAR IMW SP21-22,2992,projected,4400,,4326,17205,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3206,WGS 84 / SCAR IMW SP23-24,2993,projected,4400,,4326,17206,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3207,WGS 84 / SCAR IMW SQ01-02,2994,projected,4400,,4326,17207,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3208,WGS 84 / SCAR IMW SQ19-20,2995,projected,4400,,4326,17208,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3209,WGS 84 / SCAR IMW SQ21-22,2996,projected,4400,,4326,17209,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3210,WGS 84 / SCAR IMW SQ37-38,2997,projected,4400,,4326,17210,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3211,WGS 84 / SCAR IMW SQ39-40,2998,projected,4400,,4326,17211,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3212,WGS 84 / SCAR IMW SQ41-42,2999,projected,4400,,4326,17212,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3213,WGS 84 / SCAR IMW SQ43-44,3000,projected,4400,,4326,17213,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3214,WGS 84 / SCAR IMW SQ45-46,3001,projected,4400,,4326,17214,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3215,WGS 84 / SCAR IMW SQ47-48,3002,projected,4400,,4326,17215,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3216,WGS 84 / SCAR IMW SQ49-50,3003,projected,4400,,4326,17216,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3217,WGS 84 / SCAR IMW SQ51-52,3004,projected,4400,,4326,17217,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3218,WGS 84 / SCAR IMW SQ53-54,3005,projected,4400,,4326,17218,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3219,WGS 84 / SCAR IMW SQ55-56,3006,projected,4400,,4326,17219,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3220,WGS 84 / SCAR IMW SQ57-58,3007,projected,4400,,4326,17220,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3221,WGS 84 / SCAR IMW SR13-14,3008,projected,4400,,4326,17221,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3222,WGS 84 / SCAR IMW SR15-16,3009,projected,4400,,4326,17222,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3223,WGS 84 / SCAR IMW SR17-18,3010,projected,4400,,4326,17223,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3224,WGS 84 / SCAR IMW SR19-20,3011,projected,4400,,4326,17224,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3225,WGS 84 / SCAR IMW SR27-28,3012,projected,4400,,4326,17225,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3226,WGS 84 / SCAR IMW SR29-30,3013,projected,4400,,4326,17226,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3227,WGS 84 / SCAR IMW SR31-32,3014,projected,4400,,4326,17227,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3228,WGS 84 / SCAR IMW SR33-34,3015,projected,4400,,4326,17228,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3229,WGS 84 / SCAR IMW SR35-36,3016,projected,4400,,4326,17229,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3230,WGS 84 / SCAR IMW SR37-38,3017,projected,4400,,4326,17230,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3231,WGS 84 / SCAR IMW SR39-40,3018,projected,4400,,4326,17231,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3232,WGS 84 / SCAR IMW SR41-42,3019,projected,4400,,4326,17232,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3233,WGS 84 / SCAR IMW SR43-44,3020,projected,4400,,4326,17233,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3234,WGS 84 / SCAR IMW SR45-46,3021,projected,4400,,4326,17234,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3235,WGS 84 / SCAR IMW SR47-48,3022,projected,4400,,4326,17235,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3236,WGS 84 / SCAR IMW SR49-50,3023,projected,4400,,4326,17236,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3237,WGS 84 / SCAR IMW SR51-52,3024,projected,4400,,4326,17237,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3238,WGS 84 / SCAR IMW SR53-54,3025,projected,4400,,4326,17238,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3239,WGS 84 / SCAR IMW SR55-56,3026,projected,4400,,4326,17239,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3240,WGS 84 / SCAR IMW SR57-58,3027,projected,4400,,4326,17240,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3241,WGS 84 / SCAR IMW SR59-60,3028,projected,4400,,4326,17241,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3242,WGS 84 / SCAR IMW SS04-06,3029,projected,4400,,4326,17242,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3243,WGS 84 / SCAR IMW SS07-09,3030,projected,4400,,4326,17243,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3244,WGS 84 / SCAR IMW SS10-12,3031,projected,4400,,4326,17244,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3245,WGS 84 / SCAR IMW SS13-15,3032,projected,4400,,4326,17245,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3246,WGS 84 / SCAR IMW SS16-18,3033,projected,4400,,4326,17246,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3247,WGS 84 / SCAR IMW SS19-21,3034,projected,4400,,4326,17247,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3248,WGS 84 / SCAR IMW SS25-27,3035,projected,4400,,4326,17248,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3249,WGS 84 / SCAR IMW SS28-30,3036,projected,4400,,4326,17249,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3250,WGS 84 / SCAR IMW SS31-33,3037,projected,4400,,4326,17250,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3251,WGS 84 / SCAR IMW SS34-36,3038,projected,4400,,4326,17251,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3252,WGS 84 / SCAR IMW SS37-39,3039,projected,4400,,4326,17252,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3253,WGS 84 / SCAR IMW SS40-42,3040,projected,4400,,4326,17253,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3254,WGS 84 / SCAR IMW SS43-45,3041,projected,4400,,4326,17254,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3255,WGS 84 / SCAR IMW SS46-48,3042,projected,4400,,4326,17255,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3256,WGS 84 / SCAR IMW SS49-51,3043,projected,4400,,4326,17256,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3257,WGS 84 / SCAR IMW SS52-54,3044,projected,4400,,4326,17257,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3258,WGS 84 / SCAR IMW SS55-57,3045,projected,4400,,4326,17258,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3259,WGS 84 / SCAR IMW SS58-60,3046,projected,4400,,4326,17259,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3260,WGS 84 / SCAR IMW ST01-04,3047,projected,4400,,4326,17260,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3261,WGS 84 / SCAR IMW ST05-08,3048,projected,4400,,4326,17261,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3262,WGS 84 / SCAR IMW ST09-12,3049,projected,4400,,4326,17262,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3263,WGS 84 / SCAR IMW ST13-16,3050,projected,4400,,4326,17263,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3264,WGS 84 / SCAR IMW ST17-20,3051,projected,4400,,4326,17264,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3265,WGS 84 / SCAR IMW ST21-24,3052,projected,4400,,4326,17265,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3266,WGS 84 / SCAR IMW ST25-28,3053,projected,4400,,4326,17266,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3267,WGS 84 / SCAR IMW ST29-32,3054,projected,4400,,4326,17267,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3268,WGS 84 / SCAR IMW ST33-36,3055,projected,4400,,4326,17268,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3269,WGS 84 / SCAR IMW ST37-40,3056,projected,4400,,4326,17269,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3270,WGS 84 / SCAR IMW ST41-44,3057,projected,4400,,4326,17270,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3271,WGS 84 / SCAR IMW ST45-48,3058,projected,4400,,4326,17271,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3272,WGS 84 / SCAR IMW ST49-52,3059,projected,4400,,4326,17272,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3273,WGS 84 / SCAR IMW ST53-56,3060,projected,4400,,4326,17273,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3274,WGS 84 / SCAR IMW ST57-60,3061,projected,4400,,4326,17274,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3275,WGS 84 / SCAR IMW SU01-05,3062,projected,4471,,4326,17275,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3276,WGS 84 / SCAR IMW SU06-10,3063,projected,4473,,4326,17276,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3277,WGS 84 / SCAR IMW SU11-15,3064,projected,4474,,4326,17277,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3278,WGS 84 / SCAR IMW SU16-20,3065,projected,4476,,4326,17278,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3279,WGS 84 / SCAR IMW SU21-25,3066,projected,4477,,4326,17279,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3280,WGS 84 / SCAR IMW SU26-30,3067,projected,4479,,4326,17280,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3281,WGS 84 / SCAR IMW SU31-35,3068,projected,4480,,4326,17281,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3282,WGS 84 / SCAR IMW SU36-40,3069,projected,4482,,4326,17282,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3283,WGS 84 / SCAR IMW SU41-45,3070,projected,4483,,4326,17283,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3284,WGS 84 / SCAR IMW SU46-50,3071,projected,4485,,4326,17284,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3285,WGS 84 / SCAR IMW SU51-55,3072,projected,4486,,4326,17285,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3286,WGS 84 / SCAR IMW SU56-60,3073,projected,4488,,4326,17286,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3287,WGS 84 / SCAR IMW SV01-10,3074,projected,4472,,4326,17287,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3288,WGS 84 / SCAR IMW SV11-20,3075,projected,4475,,4326,17288,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3289,WGS 84 / SCAR IMW SV21-30,3076,projected,4478,,4326,17289,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3290,WGS 84 / SCAR IMW SV31-40,3077,projected,4481,,4326,17290,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3291,WGS 84 / SCAR IMW SV41-50,3078,projected,4484,,4326,17291,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3292,WGS 84 / SCAR IMW SV51-60,3079,projected,4487,,4326,17292,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3293,WGS 84 / SCAR IMW SW01-60,3080,projected,4490,,4326,17293,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3294,WGS 84 / USGS Transantarctic Mountains,3081,projected,4400,,4326,17294,,,Medium scale studies and topographic mapping.,,Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.,OGP,2005/04/14,,1,0
+3295,Guam 1963 / Yap Islands,3108,projected,4499,,4675,15399,,,"Public reference, land and photgrammetric survey, mapping.",,"Yap State Code, Title 20, Chapter 5. http://www.fsmlaw.org/yap/code/title20/T20_Ch05.htm",OGP,2005/05/21,,1,0
+3296,RGPF / UTM zone 5S,3120,projected,4400,,4687,16105,,,Large and medium scale topographic mapping and engineering survey.,Replaces Tahaa 54 / UTM zone 5S (CRS code 2977) and Maupiti 83 / UTM zone 5S (code 3306).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+3297,RGPF / UTM zone 6S,3121,projected,4400,,4687,16106,,,Large and medium scale topographic mapping and engineering survey.,Replaces Moorea 87 / UTM zone 6S (CRS code 3305) and Tahiti 79 / UTM zone 6S (code 3304).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+3298,RGPF / UTM zone 7S,3122,projected,4400,,4687,16107,,,Large and medium scale topographic mapping and engineering survey.,"Replaces IGN 63 Hiva Oa / UTM zone 7S (CRS code 3302), IGN 72 Nuku Hiva / UTM zone 7S (code 2978) and MHEFO 55 / UTM zone 7S (code 3303).","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+3299,RGPF / UTM zone 8S,3123,projected,4400,,4687,16108,,,Large and medium scale topographic mapping and engineering survey.,,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+3300,Estonian Coordinate System of 1992,1090,projected,4530,,4133,19938,,,Used for 1:20000 and larger scale mapping.,EST97 / TM Baltic (CRS code 25884) used for medium and small scale applications. Replaced by Estonian Coordinate System of 1997 (code 3301).,http://www.geo.ut.ee/,OGP,2005/09/29,2005.460,1,0
+3301,Estonian Coordinate System of 1997,1090,projected,4530,,4180,19938,,,Used for 1:20000 and larger scale mapping.,Replaces Estonian Coordinate System of 1992 (code 3300). EST97 / TM Baltic (CRS code 25884) used for medium and small scale applications.,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,0
+3302,IGN63 Hiva Oa / UTM zone 7S,3130,projected,4400,,4689,16107,,,Large and medium scale topographic mapping and engineering survey.,"Replaced by RGPF / UTM zone 7S, CRS code 3298.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+3303,Fatu Iva 72 / UTM zone 7S,3133,projected,4400,,4688,16107,,,Large and medium scale topographic mapping and engineering survey.,"Replaced by RGPF / UTM zone 7S, CRS code 3298.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+3304,Tahiti 79 / UTM zone 6S,3124,projected,4400,,4690,16106,,,Large and medium scale topographic mapping and engineering survey.,"Replaces Tahiti 52 / UTM zone 6S (CRS code 2976) in Tahiti. Replaced by RGPF / UTM zone 6S, CRS code 3297.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+3305,Moorea 87 / UTM zone 6S,3125,projected,4400,,4691,16106,,,Large and medium scale topographic mapping and engineering survey.,"Replaces Tahiti 52 / UTM zone 6S (CRS code 2976) in Moorea. Replaced by RGPF / UTM zone 6S, CRS code 3297.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+3306,Maupiti 83 / UTM zone 5S,3126,projected,4400,,4692,16105,,,Large and medium scale topographic mapping and engineering survey.,"Replaced by RGPF / UTM zone 5S, CRS code 3296.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+3307,Nakhl-e Ghanem / UTM zone 39N,2362,projected,4400,,4693,16039,,,Engineering survey for onshore facilities for South Pars phase 11 and Pars LNG.,,Total,OGP,2005/08/17,,1,0
+3308,GDA94 / NSW Lambert,3139,projected,4400,,4283,17364,,,Natural Resources mapping of whole State.,,NSW Department of Lands.,OGP,2005/08/18,,1,0
+3309,NAD27 / California Albers,1375,projected,4499,,4267,10420,,,Natural Resources mapping of whole State.,,"California Spatial Information Library (CaSIL), http://gis.ca.gov",OGP,2005/09/19,,1,0
+3310,NAD83 / California Albers,1375,projected,4499,,4269,10420,,,Natural Resources mapping of whole State.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / California Albers.","California Spatial Information Library (CaSIL), http://gis.ca.gov",OGP,2005/09/19,,1,0
+3311,NAD83(HARN) / California Albers,1375,projected,4499,,4152,10420,,,Natural Resources mapping of whole State.,Replaces NAD83 / California Albers for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / California Albers.,"California Spatial Information Library (CaSIL), http://gis.ca.gov",OGP,2007/04/20,2006.710 2006.903 2007.031,1,0
+3312,CSG67 / UTM zone 21N,3145,projected,4400,,4623,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaced by RGFG95 / UTM zone 21N (CRS code 3313).,IGN Paris,OGP,2005/09/23,,1,0
+3313,RGFG95 / UTM zone 21N,3145,projected,4400,,4624,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaces CSG67 / UTM zone 21N (CRS code 3312).,IGN Paris,OGP,2005/09/23,,1,0
+3314,Katanga 1955 / Katanga Lambert,3147,projected,4400,,4695,17401,,,Medium and small scale topographic mapping.,,"Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.",OGP,2005/09/30,,1,0
+3315,Katanga 1955 / Katanga TM,3147,projected,4400,,4695,17402,,,"Cadastre, engineering survey.",,"Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.",OGP,2005/09/30,,1,0
+3316,Kasai 1953 / Congo TM zone 22,3163,projected,4400,,4696,17422,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3317,Kasai 1953 / Congo TM zone 24,3164,projected,4400,,4696,17424,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3318,IGC 1962 / Congo TM zone 12,3150,projected,4400,,4697,17412,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3319,IGC 1962 / Congo TM zone 14,3151,projected,4400,,4697,17414,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3320,IGC 1962 / Congo TM zone 16,3160,projected,4400,,4697,17416,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3321,IGC 1962 / Congo TM zone 18,3161,projected,4400,,4697,17418,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3322,IGC 1962 / Congo TM zone 20,3162,projected,4400,,4697,17420,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3323,IGC 1962 / Congo TM zone 22,3163,projected,4400,,4697,17422,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3324,IGC 1962 / Congo TM zone 24,3164,projected,4400,,4697,17424,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3325,IGC 1962 / Congo TM zone 26,3165,projected,4400,,4697,17426,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3326,IGC 1962 / Congo TM zone 28,3166,projected,4400,,4697,17428,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3327,IGC 1962 / Congo TM zone 30,3167,projected,4400,,4697,17430,,,"Cadastre, medium scale topographic mapping and engineering survey.",,Institut Geographique du Congo.,OGP,2005/09/30,,1,0
+3328,Pulkovo 1942(58) / GUGiK-80,1192,projected,4530,,4179,18286,,,Small scale (1/100000 and smaler) topographic mapping of whole country.,,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005/11/02,,1,0
+3329,Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 5,1520,projected,4530,,4179,16265,,,"Large scale (1/5000 and larger) topographic mapping, engineering survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005/11/02,,1,0
+3330,Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 6,1521,projected,4530,,4179,16266,,,"Large scale (1/5000 and larger) topographic mapping, engineering survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005/11/02,,1,0
+3331,Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 7,1522,projected,4530,,4179,16267,,,"Large scale (1/5000 and larger) topographic mapping, engineering survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005/11/02,,1,0
+3332,Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 8,1523,projected,4530,,4179,16268,,,"Large scale (1/5000 and larger) topographic mapping, engineering survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005/11/02,,1,0
+3333,Pulkovo 1942(58) / Gauss-Kruger zone 3,3168,projected,4530,,4179,16203,,,"Medium scale (1/10000 and smaller) topographic mapping, military survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005/11/02,,1,0
+3334,Pulkovo 1942(58) / Gauss-Kruger zone 4,3169,projected,4530,,4179,16204,,,"Medium scale (1/10000 and smaller) topographic mapping, military survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005/11/02,,1,0
+3335,Pulkovo 1942(58) / Gauss-Kruger zone 5,3170,projected,4530,,4179,16205,,,"Medium scale (1/10000 and smaller) topographic mapping, military survey.",,"Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta",OGP,2005/11/02,,1,0
+3336,IGN 1962 Kerguelen / UTM zone 42S,2816,projected,4400,,4698,16142,,,Large and medium scale topographic mapping and engineering survey.,,IGN Paris,OGP,2005/11/23,,1,0
+3337,Le Pouce 1934 / Mauritius Grid,3209,projected,4400,,4699,19899,,,Large and medium scale topographic mapping and engineering survey.,,"Cartography Section, Ministry of Housing and Land.",OGP,2006/01/16,,1,0
+3338,NAD83 / Alaska Albers,1330,projected,4499,,4269,15021,,,Small scale mapping and state planning.,,State of Alaska Department of Natural Resources,OGP,2006/11/11,,1,0
+3339,IGCB 1955 / Congo TM zone 12,3150,projected,4400,,4701,17412,,,Large and medium scale topographic mapping and engineering survey.,Oil industry operations used IGBC 1955 / UTM zone 33S (code 3342).,IGN Paris,OGP,2005/11/28,,1,0
+3340,IGCB 1955 / Congo TM zone 14,3151,projected,4400,,4701,17414,,,Large and medium scale topographic mapping and engineering survey.,Oil industry operations used IGBC 1955 / UTM zone 33S (code 3342).,IGN Paris,OGP,2005/11/28,,1,0
+3341,IGCB 1955 / Congo TM zone 16,3152,projected,4400,,4701,17416,,,Large and medium scale topographic mapping and engineering survey.,Oil industry operations used IGBC 1955 / UTM zone 33S (code 3342).,IGN Paris,OGP,2005/11/28,,1,0
+3342,IGCB 1955 / UTM zone 33S,3171,projected,4400,,4701,16133,,,Oil industry operations.,,Petrofina.,OGP,2005/11/28,,1,0
+3343,Mauritania 1999 / UTM zone 28N,2971,projected,4400,,4702,16028,,,Large and medium scale topographic mapping and engineering survey.,,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2006/03/16,,1,0
+3344,Mauritania 1999 / UTM zone 29N,2970,projected,4400,,4702,16029,,,Large and medium scale topographic mapping and engineering survey.,,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2006/03/16,,1,0
+3345,Mauritania 1999 / UTM zone 30N,2969,projected,4400,,4702,16030,,,Large and medium scale topographic mapping and engineering survey.,,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2006/03/16,,1,0
+3346,LKS94 / Lithuania TM,1145,projected,4530,,4669,19934,,,Large and medium scale topographic mapping and engineering survey.,LKS94 / TM Baltic (CRS code 25884) used for medium and small scale applications.,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/11/30,,1,0
+3347,NAD83 / Statistics Canada Lambert,1061,projected,4400,,4269,19897,,,Small scale mapping and statistical analysis.,"Data may sometimes be referenced to NAD83(CSRS) / STC Lambert (see CRS code 2248) which is then called ""NAD83 / STC Lambert"". At the scales involved the difference of under 2 metres between the two CRSs may not be significant.",Statistics Canada.,OGP,2005/12/21,,1,0
+3348,NAD83(CSRS) / Statistics Canada Lambert,1061,projected,4400,,4617,19897,,,Small scale mapping and statistical analysis.,"This CRS may sometimes be called ""NAD83 / STC Lambert"". That is the name of a different system (see CRS code 3347) but at the scales involved the positional difference of under 2 metres may not be significant.",Statistics Canada.,OGP,2005/12/21,,1,0
+3349,WGS 84 / PDC Mercator,3172,projected,4400,,4326,19898,,,Small scale mapping and analysis.,,"Pacific Disaster Center, Kihei, Hawaii, USA.",OGP,2005/12/21,,1,0
+3350,Pulkovo 1942 / CS63 zone C0,3173,projected,4530,,4284,18450,,,Large and medium scale topographic mapping and engineering survey.,,Informacines Technologijos Group,OGP,2005/12/21,,1,0
+3351,Pulkovo 1942 / CS63 zone C1,3174,projected,4530,,4284,18451,,,Large and medium scale topographic mapping and engineering survey.,,Informacines Technologijos Group,OGP,2005/12/21,,1,0
+3352,Pulkovo 1942 / CS63 zone C2,3175,projected,4530,,4284,18452,,,Large and medium scale topographic mapping and engineering survey.,,Informacines Technologijos Group,OGP,2005/12/21,,1,0
+3353,Mhast (onshore) / UTM zone 32S,3179,projected,4400,,4704,16132,,,Large and medium scale topographic mapping and engineering survey.,"Used by CABGOC. For offshore areas, in 1979 replaced by Mhast (offshore) / UTM zone 32S (CRS code 3354), from which this CRS differs by approximately 10m.",ChevronTexaco.,OGP,2006/01/06,,1,0
+3354,Mhast (offshore) / UTM zone 32S,3180,projected,4400,,4705,16132,,,Oil industry exploration and production between 1979 and 1987.,Used by CABGOC for offshore areas between 1979 and 1987. Differs from Mhast (onshore) / UTM zone 32S by approximately 10m. Replaced by Malongo 1987 / UTM zone 32S (CRS code 25932) in 1987.,ChevronTexaco.,OGP,2006/01/06,,1,0
+3355,Egypt Gulf of Suez S-650 TL / Red Belt,2341,projected,4400,,4706,18072,,,Oil industry exploration and production in Gulf of Suez after 1980.,Differs from Egypt 1907 / Red Belt (CRS code 22992) by approximately 20m.,Various industry sources.,OGP,2006/01/31,,1,0
+3356,Grand Cayman 1959 / UTM zone 17N,3185,projected,4400,,4723,16017,,,"Topographic mapping, cadastral and engineering survey.",,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2006/01/26,,1,0
+3357,Little Cayman 1961 / UTM zone 17N,3186,projected,4400,,4726,16017,,,"Topographic mapping, cadastral and engineering survey.",,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2006/01/26,,1,0
+3358,NAD83(HARN) / North Carolina,1402,projected,4499,,4152,13230,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See CRS code 3404 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.710 2006.903 2007.031,1,0
+3359,NAD83(HARN) / North Carolina (ftUS),1402,projected,4495,,4152,15346,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see CRS code 3358.,National Geodetic Survey,OGP,2007/01/20,2006.710 2006.903,1,1
+3360,NAD83(HARN) / South Carolina,1409,projected,4499,,4152,13930,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). See code 3361 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.710 2006.903 2007.031,1,0
+3361,NAD83(HARN) / South Carolina (ft),1409,projected,4495,,4152,15355,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 3360. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.710 2006.903 2007.031,1,0
+3362,NAD83(HARN) / Pennsylvania North,2245,projected,4499,,4152,13731,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3363 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.710 2006.903 2007.031,1,0
+3363,NAD83(HARN) / Pennsylvania North (ftUS),2245,projected,4497,,4152,15353,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 3362. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.710 2006.903 2007.031,1,0
+3364,NAD83(HARN) / Pennsylvania South,2246,projected,4499,,4152,13732,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 3365 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2008/06/24,2006.710 2006.903 2007.031 2008.055,1,0
+3365,NAD83(HARN) / Pennsylvania South (ftUS),2246,projected,4497,,4152,15354,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 3364. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.710 2006.903 2007.031,1,0
+3366,Hong Kong 1963 Grid System,1118,projected,4500,,4738,19896,,,"Large scale topographic mapping, cadastral and engineering survey.",Superseded by Hong Kong 1980 Grid System (CRS code 2326).,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd",OGP,2006/02/06,,1,1
+3367,IGN Astro 1960 / UTM zone 28N,2971,projected,4400,,4700,16028,,,Small scale topographic mapping.,"Mining title descriptions referring only to ""Clarke 1880 ellipsoid, UTM zone 28"" should be assumed to be referenced to this CRS. Oil industry considers ""Mauritanian Mining Cadastre 1999 / UTM zone 28N"" to be exactly defined through tfm code 15857.",OGP,OGP,2006/03/16,,1,0
+3368,IGN Astro 1960 / UTM zone 29N,2970,projected,4400,,4700,16029,,,Small scale topographic mapping.,"Mining title descriptions referring only to ""Clarke 1880 ellipsoid, UTM zone 29"" should be assumed to be referenced to this CRS. Oil industry considers ""Mauritanian Mining Cadastre 1999 / UTM zone 29N"" to be exactly defined through tfm code 15858.",OGP,OGP,2006/03/16,,1,0
+3369,IGN Astro 1960 / UTM zone 30N,2969,projected,4400,,4700,16030,,,Small scale topographic mapping.,"Mining title descriptions referring only to ""Clarke 1880 ellipsoid, UTM zone 30"" should be assumed to be referenced to this CRS. Oil industry considers ""Mauritanian Mining Cadastre 1999 / UTM zone 30N"" to be exactly defined through tfm code 15859.",OGP,OGP,2006/03/16,,1,0
+3370,NAD27 / UTM zone 59N,3372,projected,4400,,4267,16059,,,Medium scale topographic mapping.,,US Geological Survey,OGP,2006/03/16,,1,0
+3371,NAD27 / UTM zone 60N,3373,projected,4400,,4267,16060,,,Medium scale topographic mapping.,,US Geological Survey,OGP,2006/03/16,,1,0
+3372,NAD83 / UTM zone 59N,3372,projected,4400,,4269,16059,,,Medium scale topographic mapping.,Replaces NAD27 / UTM zone 59N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 59N.,US Geological Survey,OGP,2007/05/29,2007.037,1,0
+3373,NAD83 / UTM zone 60N,3373,projected,4400,,4269,16060,,,Medium scale topographic mapping.,Replaces NAD27 / UTM zone 60N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 60N.,US Geological Survey,OGP,2007/05/29,2007.037,1,0
+3374,FD54 / UTM zone 29N,3248,projected,4400,,4741,16029,,,"Topographic mapping, engineering survey.",Replaced by ED50 / UTM zone 29N in late 1970's.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/08/04,2005.472,1,0
+3375,GDM2000 / Peninsula RSO,1690,projected,4400,,4742,19895,,,"Topographic mapping, engineering survey.",Replaces Kertau (RSO) / RSO Malaya (CRS codes3167-68) .,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/08/14,2006.730,1,0
+3376,GDM2000 / East Malaysia BRSO,1851,projected,4400,,4742,19894,,,"Topographic mapping, engineering survey.",Replaces Timbalai 1948 / RSO Borneo (CRS codes 29871-73).,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/08/14,2006.730,1,0
+3377,GDM2000 / Johor Grid,3376,projected,4400,,4742,19893,,,Cadastral survey.,Replaces earlier Johor grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+3378,GDM2000 / Sembilan and Melaka Grid,3377,projected,4400,,4742,19892,,,Cadastral survey.,Replaces earlier Sembilan and Melaka grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+3379,GDM2000 / PahangGrid,3378,projected,4400,,4742,19891,,,Cadastral survey.,Replaces earlier Pahang grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+3380,GDM2000 / Selangor Grid,3379,projected,4400,,4742,19890,,,Cadastral survey.,Replaces earlier Selangor grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+3381,GDM2000 / Terengganu Grid,3380,projected,4400,,4742,19889,,,Cadastral survey.,Replaces earlier Terengganu grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+3382,GDM2000 / Pinang Grid,3381,projected,4400,,4742,19888,,,Cadastral survey.,Replaces earlier Pinang grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+3383,GDM2000 / Kedah and Perlis Grid,3382,projected,4400,,4742,19887,,,Cadastral survey.,Replaces earlier Kedah and Perlis grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+3384,GDM2000 / Perak Grid,3383,projected,4400,,4742,19886,,,Cadastral survey.,Replaces earlier Perak grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+3385,GDM2000 / Kelantan Grid,3384,projected,4400,,4742,19885,,,Cadastral survey.,Replaces earlier Kelantan Grid.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+3386,KKJ / Finland zone 0,3092,projected,4530,,4123,18180,,,Large and medium scale topographic mapping and engineering survey.,,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2006/03/30,,1,0
+3387,KKJ / Finland zone 5,3385,projected,4530,,4123,18205,,,Large and medium scale topographic mapping and engineering survey.,,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2006/03/30,,1,0
+3388,Pulkovo 1942 / Caspian Sea Mercator,1291,projected,4534,,4284,19884,,,Nautical charting and marine navigation.,,Main Department of Navigation & Oceanography of the USSR Ministry of Defence.,OGP,2006/05/08,,1,0
+3389,Pulkovo 1942 / 3-degree Gauss-Kruger zone 60,2706,projected,4530,,4284,16099,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 180E (code 2636).,OGP,OGP,2006/06/02,,1,0
+3390,Pulkovo 1995 / 3-degree Gauss-Kruger zone 60,2706,projected,4530,,4200,16099,,,"Large scale topographic mapping, cadastral and engineering survey.",Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 180E (code 2754).,OGP,OGP,2006/06/02,,1,0
+3391,Karbala 1979 (Polservice) / UTM zone 37N,3387,projected,4400,,4743,16037,,,Large and medium scale topographic mapping and engineering survey.,"At time of record population, information regarding usage within oil sector is not available.",Various industry sources.,OGP,2006/06/02,,1,0
+3392,Karbala 1979 (Polservice) / UTM zone 38N,3388,projected,4400,,4743,16038,,,Large and medium scale topographic mapping and engineering survey.,"Replaces Nahrwan 1967 / UTM zone 38N (projCRS code 27087). At time of record population, information regarding usage within oil sector is not available.",Various industry sources.,OGP,2006/06/02,,1,0
+3393,Karbala 1979 (Polservice) / UTM zone 39N,3389,projected,4400,,4743,16039,,,Large and medium scale topographic mapping and engineering survey.,"Replaces Nahrwan 1967 / UTM zone 39N (projCRS code 27039). At time of record population, information regarding usage within oil sector is not available.",Various industry sources.,OGP,2006/06/02,,1,0
+3394,Nahrwan 1934 / Iraq zone,3390,projected,4400,,4744,19906,,,Large and medium scale topographic mapping and engineering survey.,"In Iran, replaced by FD58 / Iraq zone (projCRS code 3200). In Iraq, replaced by Nahrwan 1967 / UTM (projCRS codes 27038-39).",Various industry sources.,OGP,2006/06/02,,1,0
+3395,WGS 84 / World Mercator,3391,projected,4400,,4326,19883,,,Very small scale mapping.,Euro-centric view of world excluding polar areas.,OGP,OGP,2006/06/02,,1,0
+3396,PD/83 / Gauss-Kruger zone 3,3392,projected,4530,,4746,16263,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications PD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006/12/29,2006.894,1,0
+3397,PD/83 / Gauss-Kruger zone 4,3393,projected,4530,,4746,16264,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications PD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006/12/29,2006.894,1,0
+3398,RD/83 / Gauss-Kruger zone 4,3395,projected,4530,,4745,16264,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications RD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006/12/29,2006.894,1,0
+3399,RD/83 / Gauss-Kruger zone 5,3394,projected,4530,,4745,16265,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications RD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006/12/29,2006.894,1,0
+3400,NAD83 / Alberta 10-TM (Forest),2376,projected,4400,,4269,19881,,,Province-wide spatial data management and mapping.,"Easting coordinates are always positive in Alberta. For an alternative with easting coordinates that may be either positive or negative, see NAD83 / Alberta 10-TM (Resource) (CRS code 3401).","Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006/06/17,,1,0
+3401,NAD83 / Alberta 10-TM (Resource),2376,projected,4400,,4269,19882,,,Province-wide spatial data management and mapping.,Has negative easting coordinates in western Alberta. For an alternative with positive coordinates see NAD83 / Alberta 10-TM (Forest) (CRS code 3400).,"Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006/06/17,,1,0
+3402,NAD83(CSRS) / Alberta 10-TM (Forest),2376,projected,4400,,4617,19881,,,Province-wide spatial data management and mapping.,"Easting coordinates are always positive in Alberta. For an alternative with easting coordinates that may be either positive or negative, see NAD83(CSRS) / Alberta 10-TM (Resource) (CRS code 3403).","Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006/06/17,,1,0
+3403,NAD83(CSRS) / Alberta 10-TM (Resource),2376,projected,4400,,4617,19882,,,Province-wide spatial data management and mapping.,Has negative easting coordinates in western Alberta. For an alternative with positive coordinates see NAD83(CSRS) / Alberta 10-TM (Forest) (CRS code 3402).,"Government of Alberta, Department of Alberta Agriculture Food and Rural Development.",OGP,2006/06/17,,1,0
+3404,NAD83(HARN) / North Carolina (ftUS),1402,projected,4497,,4152,15346,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see CRS code 3358. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2006.903 2007.031,1,0
+3405,VN-2000 / UTM zone 48N,1452,projected,4400,,4756,16048,,,"Geodetic survey, topographic mapping, engineering survey.",Replaces Hanoi 1972 / Gauss-Kruger zone 18 (CRS code 2044).,General Director of Land Administration.,OGP,2006/09/13,,1,0
+3406,VN-2000 / UTM zone 49N,1453,projected,4400,,4756,16049,,,"Geodetic survey, topographic mapping, engineering survey.",Replaces Hanoi 1972 / Gauss-Kruger zone 19 (CRS code 2045).,General Director of Land Administration.,OGP,2006/09/13,,1,0
+3407,Hong Kong 1963 Grid System,1118,projected,4502,,4738,19896,,,"Large scale topographic mapping, cadastral and engineering survey.",Replaced by Hong Kong 1980 Grid System (CRS code 2326).,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd",OGP,2006/09/25,,1,0
+3408,NSIDC EASE-Grid North,3475,projected,4469,,4053,19867,,,"Gridding and small scale and digital mapping for environmental sciences, including EASE-Grid.",Used as basis for Equal-Area Scalable Earth Grid (EASE-Grid). See information source for equations to define EASE-Grid overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006/12/14,,1,0
+3409,NSIDC EASE-Grid South,3474,projected,4470,,4053,19868,,,"Gridding and small scale and digital mapping for environmental sciences, including EASE-Grid.",Used as basis for Equal-Area Scalable Earth Grid (EASE-Grid). See information source for equations to define EASE-Grid overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006/12/14,,1,0
+3410,NSIDC EASE-Grid Global,3463,projected,4499,,4053,19869,,,"Gridding and small scale and digital mapping for environmental sciences, including EASE-Grid, in mid- and low latitudes.",Used as basis for Equal-Area Scalable Earth Grid (EASE-Grid). See information source for equations to define EASE-Grid overlay.,"Brodzik, M. J., & Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid",OGP,2006/12/14,,1,0
+3411,NSIDC Sea Ice Polar Stereographic North,3476,projected,4468,,4054,19865,,,Polar research. Used for small scale mapping of DMSP SSM/I microwave satellite imagery.,"The datum is unspecified. Uncertainty in location of over 1 km may result; at the coarse resolution and very small scales for which this system should be used, this uncertainty can be considered insignificant.",US National Snow and Ice Data Center,OGP,2006/12/14,,1,0
+3412,NSIDC Sea Ice Polar Stereographic South,3473,projected,4470,,4054,19866,,,Polar research. Used for small scale mapping of DMSP SSM/I microwave satellite imagery.,"The datum is unspecified. Uncertainty in location of over 1 km may result; at the coarse resolution and very small scales for which this system should be used, this uncertainty can be considered insignificant.",US National Snow and Ice Data Center,OGP,2006/12/14,,1,0
+3413,WGS 84 / NSIDC Sea Ice Polar Stereographic North,3476,projected,4468,,4326,19865,,,Polar research. Used for small scale mapping of satellite imagery and mosaic of Greenland.,,US National Snow and Ice Data Center,OGP,2006/09/22,,1,0
+3414,SVY21 / Singapore TM,1210,projected,4500,,4757,19864,,,Cadastre.,"For cadastral purposes, replaces Kertau 1968 / Singapore Grid (CRS code 24500) from August 2004.","Singapore Land Authority, http:/www.sla.gov.sg",OGP,2006/10/13,,1,0
+3415,WGS 72BE / South China Sea Lambert,3470,projected,4400,,4324,19863,,,Oil exploration.,Adopted during the 1980s by western operators of all SCS licence areas. See map projection remarks for ambiguity in definition.,Mobil Exploration.,OGP,2006/12/08,,1,0
+3416,ETRS89 / Austria Lambert,1037,projected,4530,,4258,19947,,,Medium and small scale mapping and GIS.,Replaces MGI / Austria Lambert (CRS code 31287).,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2006/12/12,,1,0
+3417,NAD83 / Iowa North (ft US),2198,projected,4497,,4269,15377,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26975. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3418,NAD83 / Iowa South (ft US),2199,projected,4497,,4269,15378,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26976. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3419,NAD83 / Kansas North (ft US),2200,projected,4497,,4269,15379,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26977. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3420,NAD83 / Kansas South (ft US),2201,projected,4497,,4269,15380,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26978. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3421,NAD83 / Nevada East (ft US),2224,projected,4497,,4269,15381,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32107. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3422,NAD83 / Nevada Central (ft US),2223,projected,4497,,4269,15382,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32108. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3423,NAD83 / Nevada West (ft US),2225,projected,4497,,4269,15383,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32109. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3424,NAD83 / New Jersey (ft US),1399,projected,4497,,4269,15384,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32111. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3425,NAD83(HARN) / Iowa North (ft US),2198,projected,4497,,4152,15377,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2794. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3426,NAD83(HARN) / Iowa South (ft US),2199,projected,4497,,4152,15378,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2795. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3427,NAD83(HARN) / Kansas North (ft US),2200,projected,4497,,4152,15379,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2796. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3428,NAD83(HARN) / Kansas South (ft US),2201,projected,4497,,4152,15380,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2797. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3429,NAD83(HARN) / Nevada East (ft US),2224,projected,4497,,4152,15381,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2820. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3430,NAD83(HARN) / Nevada Central (ft US),2223,projected,4497,,4152,15382,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2821. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3431,NAD83(HARN) / Nevada West (ft US),2225,projected,4497,,4152,15383,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2822. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3432,NAD83(HARN) / New Jersey (ft US),1399,projected,4497,,4152,15384,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2824. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3433,NAD83 / Arkansas North (ftUS),2169,projected,4497,,4269,15385,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26951. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007/01/20,,1,0
+3434,NAD83 / Arkansas South (ftUS),2170,projected,4497,,4269,15386,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26952. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007/01/20,,1,0
+3435,NAD83 / Illinois East (ftUS),2194,projected,4497,,4269,15387,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26971. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3436,NAD83 / Illinois West (ftUS),2195,projected,4497,,4269,15388,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26972. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3437,NAD83 / New Hampshire (ftUS),1398,projected,4497,,4269,15389,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32110. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3438,NAD83 / Rhode Island (ftUS),1408,projected,4497,,4269,15390,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32130. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,,1,0
+3439,PSD93 / UTM zone 39N,1544,projected,4400,,4134,16039,,,Oil exploration and production.,Replaces Fahud / UTM zone 39N projCRS (code 23239). Maximum differences to Fahud adjustment are 20 metres.,Petroleum Development Oman,OGP,2004/04/07,2004.210,1,0
+3440,PSD93 / UTM zone 40N,1545,projected,4400,,4134,16040,,,Oil exploration and production.,Replaces Fahud / UTM zone 40N projCRS (code 23240). Maximum differences to Fahud adjustment are 20 metres.,Petroleum Development Oman,OGP,2004/04/07,2004.210,1,0
+3441,NAD83(HARN) / Arkansas North (ftUS),2169,projected,4497,,4152,15385,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2764. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3442,NAD83(HARN) / Arkansas South (ftUS),2170,projected,4497,,4152,15386,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2765. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3443,NAD83(HARN) / Illinois East (ftUS),2194,projected,4497,,4152,15387,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2790. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3444,NAD83(HARN) / Illinois West (ftUS),2195,projected,4497,,4152,15388,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2791. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2008/06/24,2007.031 2008.055,1,0
+3445,NAD83(HARN) / New Hampshire (ftUS),1398,projected,4497,,4152,15389,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2823. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3446,NAD83(HARN) / Rhode Island (ftUS),1408,projected,4497,,4152,15390,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2840. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3447,ETRS89 / Belgian Lambert 2005,1347,projected,4499,,4258,19862,,,Large and medium scale topographic mapping and engineering survey.,Coordinates referenced to ETRS89 / Lambert 2005 differ from coordinates referenced to BD72 / Lambert 1972 (CRS code 31370) by approximately 1km in easting and northing.,IGN Brussels; www.ngi.be/,OGP,2006/12/29,,1,0
+3448,JAD2001 / Jamaica Metric Grid,3342,projected,4400,,4758,19860,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces JAD69 / Jamaica National Grid (CRS code 24200).,National Land Agency.,OGP,2007/01/19,,1,0
+3449,JAD2001 / UTM zone 17N,3478,projected,4400,,4758,16017,,,Hydrographic and aeronautical charting.,See JAD2001 / Jamaica Metric Grid (CRS code 3448) for land applications.,National Land Agency.,OGP,2007/01/19,,1,0
+3450,JAD2001 / UTM zone 18N,3479,projected,4400,,4758,16018,,,Hydrographic and aeronautical charting.,See JAD2001 / Jamaica Metric Grid (CRS code 3448) for land applications.,National Land Agency.,OGP,2007/01/19,,1,0
+3451,NAD83 / Louisiana North (ftUS),2204,projected,4497,,4269,15391,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26981. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007/01/19,,1,0
+3452,NAD83 / Louisiana South (ftUS),2529,projected,4497,,4269,15392,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 26982. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007/01/19,,1,0
+3453,NAD83 / Louisiana Offshore (ftUS),1387,projected,4497,,4269,15393,,,Large and medium scale topographic mapping and engineering survey.,This system is NOT used for oil industry purposes. State law defines system in US survey feet. Federal definition is metric - see code 32199.,National Geodetic Survey,OGP,2007/01/19,,1,0
+3454,NAD83 / South Dakota North (ftUS),2249,projected,4497,,4269,15395,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32134. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007/01/19,,1,0
+3455,NAD83 / South Dakota South (ftUS),2250,projected,4497,,4269,15395,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32135. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2007/01/19,,1,0
+3456,NAD83(HARN) / Louisiana North (ftUS),2204,projected,4497,,4152,15391,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2800. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3457,NAD83(HARN) / Louisiana South (ftUS),2529,projected,4497,,4152,15392,,,Large and medium scale topographic mapping and engineering survey.,Not applicable to offshore areas. State law defines system in US survey feet. Federal definition is metric - see code 2801. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3458,NAD83(HARN) / South Dakota North (ftUS),2249,projected,4497,,4152,15394,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2841. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3459,NAD83(HARN) / South Dakota South (ftUS),2250,projected,4497,,4152,15395,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2842. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+3460,Fiji 1986 / Fiji Map Grid,1094,projected,4400,,4720,19859,,,"Topographic mapping, cadastral and engineering survey.","Replaces Viti Levu 1912 / Viti Levu Grid, Vanua Levu 1915 / Vanua Levu Grid, Fiji 1956 / UTM zone 60S and Fiji 1956 / UTM zone 1S (CRS codes 3139-42).","Department of Lands and Survey, Fiji.",OGP,2007/02/06,,1,0
+3461,Dabola 1981 / UTM zone 28N,1468,projected,4400,,4155,16028,,,Large and medium scale topographic mapping and engineering survey.,Replaces Conakry 1905 / UTM zone 28 (EPSG code 31528).,,OGP,2007/02/06,,1,0
+3462,Dabola 1981 / UTM zone 29N,1469,projected,4400,,4155,16029,,,Large and medium scale topographic mapping and engineering survey.,Replaces Conakry 1905 / UTM zone 29 (EPSG code 31529).,,OGP,2007/02/06,,1,0
+3463,NAD83 / Maine CS2000 Central,2959,projected,4499,,4269,11854,,,Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.,"In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / CS2000.","State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/08,2008.006,1,0
+3464,NAD83(HARN) / Maine CS2000 Central,2959,projected,4499,,4152,11854,,,Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/08,2007.031 2008.006,1,0
+3465,NAD83(NSRS2007) / Alabama East,2154,projected,4499,,4759,10131,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3466,NAD83(NSRS2007) / Alabama West,2155,projected,4499,,4759,10132,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3467,NAD83(NSRS2007) / Alaska Albers,1330,projected,4499,,4759,15021,,,Small scale mapping and state planning.,Replaces NAD83 / Alaska Albers for applications with an accuracy of better than 1m.,State of Alaska Department of Natural Resources,OGP,2007/03/13,,1,0
+3468,NAD83(NSRS2007) / Alaska zone 1,2156,projected,4499,,4759,15031,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3469,NAD83(NSRS2007) / Alaska zone 2,2158,projected,4499,,4759,15032,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3470,NAD83(NSRS2007) / Alaska zone 3,2159,projected,4499,,4759,15033,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3471,NAD83(NSRS2007) / Alaska zone 4,2160,projected,4499,,4759,15034,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3472,NAD83(NSRS2007) / Alaska zone 5,2161,projected,4499,,4759,15035,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3473,NAD83(NSRS2007) / Alaska zone 6,2162,projected,4499,,4759,15036,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3474,NAD83(NSRS2007) / Alaska zone 7,2163,projected,4499,,4759,15037,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3475,NAD83(NSRS2007) / Alaska zone 8,2164,projected,4499,,4759,15038,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3476,NAD83(NSRS2007) / Alaska zone 9,2165,projected,4499,,4759,15039,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3477,NAD83(NSRS2007) / Alaska zone 10,2157,projected,4499,,4759,15040,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3478,NAD83(NSRS2007) / Arizona Central,2166,projected,4499,,4759,10232,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3479 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3479,NAD83(NSRS2007) / Arizona Central (ft),2166,projected,4495,,4759,15305,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3478. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3480,NAD83(NSRS2007) / Arizona East,2167,projected,4499,,4759,10231,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3481 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3481,NAD83(NSRS2007) / Arizona East (ft),2167,projected,4495,,4759,15304,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3480. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3482,NAD83(NSRS2007) / Arizona West,2168,projected,4499,,4759,10233,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3483 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3483,NAD83(NSRS2007) / Arizona West (ft),2168,projected,4495,,4759,15306,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3482. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3484,NAD83(NSRS2007) / Arkansas North,2169,projected,4499,,4759,10331,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3485 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3485,NAD83(NSRS2007) / Arkansas North (ftUS),2169,projected,4497,,4759,15385,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3484. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3486,NAD83(NSRS2007) / Arkansas South,2170,projected,4499,,4759,10332,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3487 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3487,NAD83(NSRS2007) / Arkansas South (ftUS),2170,projected,4497,,4759,15386,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3486. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3488,NAD83(NSRS2007) / California Albers,1375,projected,4499,,4759,10420,,,Natural Resources mapping of whole State.,Replaces NAD83(HARN) / California Albers.,"California Spatial Information Library (CaSIL), http://gis.ca.gov",OGP,2007/05/29,,1,0
+3489,NAD83(NSRS2007) / California zone 1,2175,projected,4499,,4759,10431,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3490 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3490,NAD83(NSRS2007) / California zone 1 (ftUS),2175,projected,4497,,4759,15307,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3489. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3491,NAD83(NSRS2007) / California zone 2,2176,projected,4499,,4759,10432,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3492 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3492,NAD83(NSRS2007) / California zone 2 (ftUS),2176,projected,4497,,4759,15308,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3491. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3493,NAD83(NSRS2007) / California zone 3,2177,projected,4499,,4759,10433,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3494 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3494,NAD83(NSRS2007) / California zone 3 (ftUS),2177,projected,4497,,4759,15309,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3493. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3495,NAD83(NSRS2007) / California zone 4,2178,projected,4499,,4759,10434,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3496 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3496,NAD83(NSRS2007) / California zone 4 (ftUS),2178,projected,4497,,4759,15310,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3495. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3497,NAD83(NSRS2007) / California zone 5,2182,projected,4499,,4759,10435,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3498 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3498,NAD83(NSRS2007) / California zone 5 (ftUS),2182,projected,4497,,4759,15311,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3497. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3499,NAD83(NSRS2007) / California zone 6,2180,projected,4499,,4759,10436,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3500 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3500,NAD83(NSRS2007) / California zone 6 (ftUS),2180,projected,4497,,4759,15312,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3499. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3501,NAD83(NSRS2007) / Colorado Central,2183,projected,4499,,4759,10532,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3502 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3502,NAD83(NSRS2007) / Colorado Central (ftUS),2183,projected,4497,,4759,15314,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3501. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3503,NAD83(NSRS2007) / Colorado North,2184,projected,4499,,4759,10531,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3504 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3504,NAD83(NSRS2007) / Colorado North (ftUS),2184,projected,4497,,4759,15313,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3503. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3505,NAD83(NSRS2007) / Colorado South,2185,projected,4499,,4759,10533,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3506 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3506,NAD83(NSRS2007) / Colorado South (ftUS),2185,projected,4497,,4759,15315,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3505. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3507,NAD83(NSRS2007) / Connecticut,1377,projected,4499,,4759,10630,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3508 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3508,NAD83(NSRS2007) / Connecticut (ftUS),1377,projected,4497,,4759,15316,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3507. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3509,NAD83(NSRS2007) / Delaware,1378,projected,4499,,4759,10730,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3510 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3510,NAD83(NSRS2007) / Delaware (ftUS),1378,projected,4497,,4759,15317,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3509. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3511,NAD83(NSRS2007) / Florida East,2186,projected,4499,,4759,10931,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3512 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3512,NAD83(NSRS2007) / Florida East (ftUS),2186,projected,4497,,4759,15318,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3511. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3513,NAD83(NSRS2007) / Florida GDL Albers,1379,projected,4499,,4759,10934,,,Used for spatial data presentation for whole state.,Replaces NAD83(HARN) / Florida GDL Albers.,"Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj",OGP,2007/03/13,,1,0
+3514,NAD83(NSRS2007) / Florida North,2187,projected,4499,,4759,10933,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3515 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3515,NAD83(NSRS2007) / Florida North (ftUS),2187,projected,4497,,4759,15320,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3514. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3516,NAD83(NSRS2007) / Florida West,2188,projected,4499,,4759,10932,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3517 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3517,NAD83(NSRS2007) / Florida West (ftUS),2188,projected,4497,,4759,15319,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3516. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3518,NAD83(NSRS2007) / Georgia East,2189,projected,4499,,4759,11031,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3519 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3519,NAD83(NSRS2007) / Georgia East (ftUS),2189,projected,4497,,4759,15321,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3518. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3520,NAD83(NSRS2007) / Georgia West,2190,projected,4499,,4759,11032,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3521 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3521,NAD83(NSRS2007) / Georgia West (ftUS),2190,projected,4497,,4759,15322,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3520. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3522,NAD83(NSRS2007) / Idaho Central,2191,projected,4499,,4759,11132,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3523 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3523,NAD83(NSRS2007) / Idaho Central (ftUS),2191,projected,4497,,4759,15324,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3522. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3524,NAD83(NSRS2007) / Idaho East,2192,projected,4499,,4759,11131,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3525 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3525,NAD83(NSRS2007) / Idaho East (ftUS),2192,projected,4497,,4759,15323,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3524. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3526,NAD83(NSRS2007) / Idaho West,2193,projected,4499,,4759,11133,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3527 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3527,NAD83(NSRS2007) / Idaho West (ftUS),2193,projected,4497,,4759,15325,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3526. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3528,NAD83(NSRS2007) / Illinois East,2194,projected,4499,,4759,11231,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3529 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3529,NAD83(NSRS2007) / Illinois East (ftUS),2194,projected,4497,,4759,15387,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3528. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3530,NAD83(NSRS2007) / Illinois West,2195,projected,4499,,4759,11232,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3531 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3531,NAD83(NSRS2007) / Illinois West (ftUS),2195,projected,4497,,4759,15388,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3530. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3532,NAD83(NSRS2007) / Indiana East,2196,projected,4499,,4759,11331,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3533 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3533,NAD83(NSRS2007) / Indiana East (ftUS),2196,projected,4497,,4759,15372,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3532. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3534,NAD83(NSRS2007) / Indiana West,2197,projected,4499,,4759,11332,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3535 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3535,NAD83(NSRS2007) / Indiana West (ftUS),2197,projected,4497,,4759,15373,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3534. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3536,NAD83(NSRS2007) / Iowa North,2198,projected,4499,,4759,11431,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3537 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3537,NAD83(NSRS2007) / Iowa North (ft US),2198,projected,4497,,4759,15377,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3536. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3538,NAD83(NSRS2007) / Iowa South,2199,projected,4499,,4759,11432,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3539 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3539,NAD83(NSRS2007) / Iowa South (ft US),2199,projected,4497,,4759,15378,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3538. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3540,NAD83(NSRS2007) / Kansas North,2200,projected,4499,,4759,11531,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3541 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3541,NAD83(NSRS2007) / Kansas North (ft US),2200,projected,4497,,4759,15379,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3540. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3542,NAD83(NSRS2007) / Kansas South,2201,projected,4499,,4759,11532,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3543 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3543,NAD83(NSRS2007) / Kansas South (ft US),2201,projected,4497,,4759,15380,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3542. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3544,NAD83(NSRS2007) / Kentucky North,2202,projected,4499,,4759,15303,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3545 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3545,NAD83(NSRS2007) / Kentucky North (ftUS),2202,projected,4497,,4759,15328,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3544. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3546,NAD83(NSRS2007) / Kentucky Single Zone,1386,projected,4499,,4759,11630,,,Used for spatial data presentation for whole state.,State law defines use of US survey feet. See code 3547 for equivalent non-metric definition. Replaces NAD83(HARN) / Kentucky Single Zone.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3547,NAD83(NSRS2007) / Kentucky Single Zone (ftUS),1386,projected,4497,,4759,15375,,,Used for spatial data presentation for whole state.,State law defines use of US survey feet. See code 3546 for equivalent metric definition. Replaces NAD83(HARN) / Kentucky Single Zone (ftUS).,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3548,NAD83(NSRS2007) / Kentucky South,2203,projected,4499,,4759,11632,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3549 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3549,NAD83(NSRS2007) / Kentucky South (ftUS),2203,projected,4497,,4759,15329,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3548. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3550,NAD83(NSRS2007) / Louisiana North,2204,projected,4499,,4759,11731,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3551 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3551,NAD83(NSRS2007) / Louisiana North (ftUS),2204,projected,4497,,4759,15391,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3550. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3552,NAD83(NSRS2007) / Louisiana South,2529,projected,4499,,4759,11732,,,Large and medium scale topographic mapping and engineering survey.,Not applicable to offshore areas. State law defines use of US survey feet. See code 3553 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3553,NAD83(NSRS2007) / Louisiana South (ftUS),2529,projected,4497,,4759,15392,,,Large and medium scale topographic mapping and engineering survey.,Not applicable to offshore areas. State law defines use of US survey feet. Federal definition is metric - see code 3552. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3554,NAD83(NSRS2007) / Maine CS2000 Central,2959,projected,4499,,4759,11854,,,Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.,Replaces NAD83(HARN) / CS2000.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/08,2008.006,1,0
+3555,NAD83(NSRS2007) / Maine CS2000 East,2960,projected,4499,,4759,11851,,,Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.,Replaces NAD83(HARN) / CS2000.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/08,2008.006,1,0
+3556,NAD83(NSRS2007) / Maine CS2000 West,2958,projected,4499,,4759,11853,,,Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.,Replaces NAD83(HARN) / CS2000.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",OGP,2008/02/08,2008.006,1,0
+3557,NAD83(NSRS2007) / Maine East,2206,projected,4499,,4759,11831,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 26863 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,2008.006 2008.041,1,0
+3558,NAD83(NSRS2007) / Maine West,2207,projected,4499,,4759,11832,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 26864 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,2008.006 2008.041,1,0
+3559,NAD83(NSRS2007) / Maryland,1389,projected,4499,,4759,11930,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3582 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3560,NAD83 / Utah North (ftUS),2258,projected,4497,,4269,15297,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32142. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/20,,0,0
+3561,Old Hawaiian / Hawaii zone 1,1546,projected,4497,,4135,15101,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Hawaii zone 1.,,OGP,1999/05/24,1999.322,1,0
+3562,Old Hawaiian / Hawaii zone 2,1547,projected,4497,,4135,15102,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Hawaii zone 2.,,OGP,1999/05/24,1999.322,1,0
+3563,Old Hawaiian / Hawaii zone 3,1548,projected,4497,,4135,15103,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Hawaii zone 3.,,OGP,1999/05/24,1999.322,1,0
+3564,Old Hawaiian / Hawaii zone 4,1549,projected,4497,,4135,15104,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Hawaii zone 4.,,OGP,1999/05/24,1999.322,1,0
+3565,Old Hawaiian / Hawaii zone 5,1550,projected,4497,,4135,15105,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Hawaii zone 5.,,OGP,1999/05/24,1999.322,1,0
+3566,NAD83 / Utah Central (ftUS),2257,projected,4497,,4269,15298,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32143. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/20,,0,0
+3567,NAD83 / Utah South (ftUS),2259,projected,4497,,4269,15299,,,Large and medium scale topographic mapping and engineering survey.,"State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32144. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/01/20,,0,0
+3568,NAD83(HARN) / Utah North (ftUS),2258,projected,4497,,4152,15297,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2849. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,U.S. National Geodetic Survey¶http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/04/20,2007.031,0,0
+3569,NAD83(HARN) / Utah Central (ftUS),2257,projected,4497,,4152,15298,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2850. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,U.S. National Geodetic Survey¶http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/04/20,2007.031,0,0
+3570,NAD83(HARN) / Utah South (ftUS),2259,projected,4497,,4152,15299,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2851. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.,U.S. National Geodetic Survey¶http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,OGP,2007/04/20,2007.031,0,0
+3571,WGS 84 / North Pole LAEA Bering Sea,3480,projected,4464,,4326,17295,,,Arctic research.,For studies of Bering Sea area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+3572,WGS 84 / North Pole LAEA Alaska,3480,projected,4467,,4326,17296,,,Arctic research.,For studies of Alaskan area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+3573,WGS 84 / North Pole LAEA Canada,3480,projected,4466,,4326,17297,,,Arctic research.,For studies of Canadian area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+3574,WGS 84 / North Pole LAEA Atlantic,3480,projected,4465,,4326,17298,,,Arctic research.,For studies of North Atlantic and Greenland area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+3575,WGS 84 / North Pole LAEA Europe,3480,projected,4463,,4326,17299,,,Arctic research.,For studies of north European area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+3576,WGS 84 / North Pole LAEA Russia,3480,projected,4462,,4326,17300,,,Arctic research.,For studies of Russian area.,Nuna Technologies on behalf of armap.org,OGP,2007/01/20,,1,0
+3577,GDA94 / Australian Albers,2575,projected,4400,,4283,17365,,,Australia-wide geoscience and statistical mapping.,,"Australian Government Department of Agriculture, Fisheries and Forestry, Bureau of Rural Sciences. http://www.daff.gov.au/brs",OGP,2007/01/22,,1,0
+3578,NAD83 / Yukon Albers,2417,projected,4400,,4269,19858,,,Spatial data storage and use for whole province in grid coordinates.,This CRS name may sometimes be used as an alias for NAD83(CSRS) / Yukon Albers. See CRS code 3579.,"Government of Yukon, Geomatics Yukon. http://geomaticsyukon.ca",OGP,2007/02/19,,1,0
+3579,NAD83(CSRS) / Yukon Albers,2417,projected,4400,,4617,19858,,,Spatial data storage and use for whole province in grid coordinates.,"This CRS may sometimes be called ""NAD83 / Yukon Albers"". That is the name of a different system (see CRS code 3578) but at the scales involved the positional difference of under 2 metres may not be significant.","Government of Yukon, Geomatics Yukon. http://geomaticsyukon.ca",OGP,2007/05/29,,1,0
+3580,NAD83 / NWT Lambert,3481,projected,4400,,4269,19857,,,Spatial data storage and use for whole province in grid coordinates.,This CRS name may sometimes be used as an alias for NAD83(CSRS) / NWT Lambert. See CRS code 3581.,Government of Northwest Territories Centre for Geomatics. http://maps.gnwtgeomatics.nt.ca,OGP,2007/05/29,,1,0
+3581,NAD83(CSRS) / NWT Lambert,3481,projected,4400,,4617,19857,,,Spatial data storage and use for whole province in grid coordinates.,"This CRS may sometimes be called ""NAD83 / NWT Lambert"". That is the name of a different system (see CRS code 3580) but at the scales involved the positional difference of under 2 metres may not be significant.",Government of Northwest Territories Centre for Geomatics. http://maps.gnwtgeomatics.nt.ca,OGP,2007/05/29,,1,0
+3582,NAD83(NSRS2007) / Maryland (ftUS),1389,projected,4497,,4759,15330,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3559. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3583,NAD83(NSRS2007) / Massachusetts Island,2208,projected,4499,,4759,12032,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3584 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3584,NAD83(NSRS2007) / Massachusetts Island (ftUS),2208,projected,4497,,4759,15332,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3583. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3585,NAD83(NSRS2007) / Massachusetts Mainland,2209,projected,4499,,4759,12031,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3586 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3586,NAD83(NSRS2007) / Massachusetts Mainland (ftUS),2209,projected,4497,,4759,15331,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3585. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3587,NAD83(NSRS2007) / Michigan Central,1724,projected,4499,,4759,12142,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3588 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3588,NAD83(NSRS2007) / Michigan Central (ft),1724,projected,4495,,4759,15334,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3587. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3589,NAD83(NSRS2007) / Michigan North,1723,projected,4499,,4759,12141,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3590 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3590,NAD83(NSRS2007) / Michigan North (ft),1723,projected,4495,,4759,15333,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3589. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3591,NAD83(NSRS2007) / Michigan Oblique Mercator,1391,projected,4499,,4759,12150,,,Used for spatial data presentation for whole state.,Replaces NAD83(HARN) / Michigan Oblique Mercator.,"Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf",OGP,2007/03/13,,1,0
+3592,NAD83(NSRS2007) / Michigan South,1725,projected,4499,,4759,12143,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3592 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3593,NAD83(NSRS2007) / Michigan South (ft),1725,projected,4495,,4759,15335,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3591. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3594,NAD83(NSRS2007) / Minnesota Central,2213,projected,4499,,4759,12232,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 26866 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,2008.006 2008.041,1,0
+3595,NAD83(NSRS2007) / Minnesota North,2214,projected,4499,,4759,12231,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 26865 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,2008.006 2008.041,1,0
+3596,NAD83(NSRS2007) / Minnesota South,2215,projected,4499,,4759,12233,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See code 26867 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,2008.006 2008.041,1,0
+3597,NAD83(NSRS2007) / Mississippi East,2216,projected,4499,,4759,12331,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3598 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3598,NAD83(NSRS2007) / Mississippi East (ftUS),2216,projected,4497,,4759,15336,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3597. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3599,NAD83(NSRS2007) / Mississippi West,2217,projected,4499,,4759,12332,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3600 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3600,NAD83(NSRS2007) / Mississippi West (ftUS),2217,projected,4497,,4759,15337,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3599. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3601,NAD83(NSRS2007) / Missouri Central,2218,projected,4499,,4759,12432,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3602,NAD83(NSRS2007) / Missouri East,2219,projected,4499,,4759,12431,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3603,NAD83(NSRS2007) / Missouri West,2220,projected,4499,,4759,12433,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3604,NAD83(NSRS2007) / Montana,1395,projected,4499,,4759,12530,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3605 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3605,NAD83(NSRS2007) / Montana (ft),1395,projected,4495,,4759,15338,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3604. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3606,NAD83(NSRS2007) / Nebraska,1396,projected,4499,,4759,12630,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See CRS code 26868 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/23,2008.006 2008.041,1,0
+3607,NAD83(NSRS2007) / Nevada Central,2223,projected,4499,,4759,12732,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3608 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3608,NAD83(NSRS2007) / Nevada Central (ft US),2223,projected,4497,,4759,15382,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3607. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3609,NAD83(NSRS2007) / Nevada East,2224,projected,4499,,4759,12731,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3610 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3610,NAD83(NSRS2007) / Nevada East (ft US),2224,projected,4497,,4759,15381,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3609. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3611,NAD83(NSRS2007) / Nevada West,2225,projected,4499,,4759,12733,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3612 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3612,NAD83(NSRS2007) / Nevada West (ft US),2225,projected,4497,,4759,15383,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3611. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3613,NAD83(NSRS2007) / New Hampshire,1398,projected,4499,,4759,12830,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3614 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3614,NAD83(NSRS2007) / New Hampshire (ftUS),1398,projected,4497,,4759,15389,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3613. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3615,NAD83(NSRS2007) / New Jersey,1399,projected,4499,,4759,12930,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3616 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3616,NAD83(NSRS2007) / New Jersey (ft US),1399,projected,4497,,4759,15384,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3615. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3617,NAD83(NSRS2007) / New Mexico Central,2231,projected,4499,,4759,13032,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3618 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3618,NAD83(NSRS2007) / New Mexico Central (ftUS),2231,projected,4497,,4759,15340,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3617. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3619,NAD83(NSRS2007) / New Mexico East,2228,projected,4499,,4759,13031,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3620 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3620,NAD83(NSRS2007) / New Mexico East (ftUS),2228,projected,4497,,4759,15339,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3619. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3621,NAD83(NSRS2007) / New Mexico West,2232,projected,4499,,4759,13033,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3622 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3622,NAD83(NSRS2007) / New Mexico West (ftUS),2232,projected,4497,,4759,15341,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3621. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3623,NAD83(NSRS2007) / New York Central,2233,projected,4499,,4759,13132,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3624 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3624,NAD83(NSRS2007) / New York Central (ftUS),2233,projected,4497,,4759,15343,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3623. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3625,NAD83(NSRS2007) / New York East,2234,projected,4499,,4759,13131,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3626 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3626,NAD83(NSRS2007) / New York East (ftUS),2234,projected,4497,,4759,15342,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3625. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3627,NAD83(NSRS2007) / New York Long Island,2235,projected,4499,,4759,13134,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3628 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3628,NAD83(NSRS2007) / New York Long Island (ftUS),2235,projected,4497,,4759,15345,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3627. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3629,NAD83(NSRS2007) / New York West,2236,projected,4499,,4759,13133,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3630 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3630,NAD83(NSRS2007) / New York West (ftUS),2236,projected,4497,,4759,15344,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 36290. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3631,NAD83(NSRS2007) / North Carolina,1402,projected,4499,,4759,13230,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See CRS code 3632 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3632,NAD83(NSRS2007) / North Carolina (ftUS),1402,projected,4497,,4759,15346,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see CRS code 3631. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3633,NAD83(NSRS2007) / North Dakota North,2237,projected,4499,,4759,13331,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3634 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3634,NAD83(NSRS2007) / North Dakota North (ft),2237,projected,4495,,4759,15347,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3633. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3635,NAD83(NSRS2007) / North Dakota South,2238,projected,4499,,4759,13332,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3636 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3636,NAD83(NSRS2007) / North Dakota South (ft),2238,projected,4495,,4759,15348,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3635. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3637,NAD83(NSRS2007) / Ohio North,2239,projected,4499,,4759,13431,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3728 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3638,NAD83(NSRS2007) / Ohio South,2240,projected,4499,,4759,13432,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3729 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3639,NAD83(NSRS2007) / Oklahoma North,2241,projected,4499,,4759,13531,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3640 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3640,NAD83(NSRS2007) / Oklahoma North (ftUS),2241,projected,4497,,4759,15349,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3639. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3641,NAD83(NSRS2007) / Oklahoma South,2242,projected,4499,,4759,13532,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3642 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3642,NAD83(NSRS2007) / Oklahoma South (ftUS),2242,projected,4497,,4759,15350,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3641. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3643,NAD83(NSRS2007) / Oregon Lambert,1406,projected,4499,,4759,13633,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,State law defines use of International feet (note: not US survey feet). See code 3644 for non-metric definition. Replaces NAD83(HARN) / SPCS.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",OGP,2007/03/13,,1,0
+3644,NAD83(NSRS2007) / Oregon Lambert (ft),1406,projected,4495,,4759,15374,,,Used by Oregon agencies for publishing State-wide spatial data in a single projected system.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3643. Replaces NAD83(HARN) / SPCS.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",OGP,2007/03/13,,1,0
+3645,NAD83(NSRS2007) / Oregon North,2243,projected,4499,,4759,13631,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3646 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3646,NAD83(NSRS2007) / Oregon North (ft),2243,projected,4495,,4759,15351,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3645. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3647,NAD83(NSRS2007) / Oregon South,2244,projected,4499,,4759,13632,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3648 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3648,NAD83(NSRS2007) / Oregon South (ft),2244,projected,4495,,4759,15352,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3647. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3649,NAD83(NSRS2007) / Pennsylvania North,2245,projected,4499,,4759,13731,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3650 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3650,NAD83(NSRS2007) / Pennsylvania North (ftUS),2245,projected,4497,,4759,15353,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3649. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3651,NAD83(NSRS2007) / Pennsylvania South,2246,projected,4499,,4759,13732,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3652 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3652,NAD83(NSRS2007) / Pennsylvania South (ftUS),2246,projected,4497,,4759,15354,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3651. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3653,NAD83(NSRS2007) / Rhode Island,1408,projected,4499,,4759,13830,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3654 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3654,NAD83(NSRS2007) / Rhode Island (ftUS),1408,projected,4497,,4759,15390,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3653. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3655,NAD83(NSRS2007) / South Carolina,1409,projected,4499,,4759,13930,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). See code 3656 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3656,NAD83(NSRS2007) / South Carolina (ft),1409,projected,4495,,4759,15355,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3655. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3657,NAD83(NSRS2007) / South Dakota North,2249,projected,4499,,4759,14031,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3658 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3658,NAD83(NSRS2007) / South Dakota North (ftUS),2249,projected,4497,,4759,15394,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3657. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3659,NAD83(NSRS2007) / South Dakota South,2250,projected,4499,,4759,14032,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3660 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3660,NAD83(NSRS2007) / South Dakota South (ftUS),2250,projected,4497,,4759,15395,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3659. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3661,NAD83(NSRS2007) / Tennessee,1411,projected,4499,,4759,14130,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3662 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3662,NAD83(NSRS2007) / Tennessee (ftUS),1411,projected,4497,,4759,15356,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3661. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3663,NAD83(NSRS2007) / Texas Central,2252,projected,4499,,4759,14233,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3664 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3664,NAD83(NSRS2007) / Texas Central (ftUS),2252,projected,4497,,4759,15359,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3663. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3665,NAD83(NSRS2007) / Texas Centric Albers Equal Area,1412,projected,4499,,4759,14254,,,Used for state-wide spatial data presentation requiring true area measurements.,For state-wide spatial data presentation requiring shape preservation use TCMS/LC (CRS code 3666). Replaces NAD83(HARN) / Texas Centric Albers Equal Area.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2007/03/13,,1,0
+3666,NAD83(NSRS2007) / Texas Centric Lambert Conformal,1412,projected,4499,,4759,14253,,,Used for state-wide spatial data presentation requiring shape preservation.,For state-wide spatial data presentation requiring true area measurements use TCMS/AEA (CRS code 3665). Replaces NAD83(HARN) / Texas Centric Lambert Conformal.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",OGP,2007/03/13,,1,0
+3667,NAD83(NSRS2007) / Texas North,2253,projected,4499,,4759,14231,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3668 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3668,NAD83(NSRS2007) / Texas North (ftUS),2253,projected,4497,,4759,15357,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3667. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3669,NAD83(NSRS2007) / Texas North Central,2254,projected,4499,,4759,14232,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3670 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3670,NAD83(NSRS2007) / Texas North Central (ftUS),2254,projected,4497,,4759,15358,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3669. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3671,NAD83(NSRS2007) / Texas South,2528,projected,4499,,4759,14235,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3672 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3672,NAD83(NSRS2007) / Texas South (ftUS),2528,projected,4497,,4759,15361,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3671. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3673,NAD83(NSRS2007) / Texas South Central,2527,projected,4499,,4759,14234,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3764 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3674,NAD83(NSRS2007) / Texas South Central (ftUS),2527,projected,4497,,4759,15360,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3673. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3675,NAD83(NSRS2007) / Utah Central,2257,projected,4499,,4759,14332,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS. State law defining use of International feet (note: not US survey feet) has been withdrawn.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3676,NAD83(NSRS2007) / Utah Central (ft),2257,projected,4495,,4759,15363,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3675. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,0,0
+3677,NAD83(NSRS2007) / Utah Central (ftUS),2257,projected,4497,,4759,15298,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3675. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,0,0
+3678,NAD83(NSRS2007) / Utah North,2258,projected,4499,,4759,14331,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS. State law defining use of International feet (note: not US survey feet) has been withdrawn.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3679,NAD83(NSRS2007) / Utah North (ft),2258,projected,4495,,4759,15362,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3678. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,0,0
+3680,NAD83(NSRS2007) / Utah North (ftUS),2258,projected,4497,,4759,15297,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3678. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,0,0
+3681,NAD83(NSRS2007) / Utah South,2259,projected,4499,,4759,14333,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS. State law defining use of International feet (note: not US survey feet) has been withdrawn.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3682,NAD83(NSRS2007) / Utah South (ft),2259,projected,4495,,4759,15364,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3681. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,0,0
+3683,NAD83(NSRS2007) / Utah South (ftUS),2259,projected,4497,,4759,15299,,,Large and medium scale topographic mapping and engineering survey.,State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3681. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,0,0
+3684,NAD83(NSRS2007) / Vermont,1414,projected,4499,,4759,14430,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3685,NAD83(NSRS2007) / Virginia North,2260,projected,4499,,4759,14531,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3686 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3686,NAD83(NSRS2007) / Virginia North (ftUS),2260,projected,4497,,4759,15365,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3685. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3687,NAD83(NSRS2007) / Virginia South,2261,projected,4499,,4759,14532,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3688 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3688,NAD83(NSRS2007) / Virginia South (ftUS),2261,projected,4497,,4759,15366,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3687. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3689,NAD83(NSRS2007) / Washington North,2273,projected,4499,,4759,14631,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3690 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3690,NAD83(NSRS2007) / Washington North (ftUS),2273,projected,4497,,4759,15367,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3689. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3691,NAD83(NSRS2007) / Washington South,2274,projected,4499,,4759,14632,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3692 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3692,NAD83(NSRS2007) / Washington South (ftUS),2274,projected,4497,,4759,15368,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3691. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3693,NAD83(NSRS2007) / West Virginia North,2264,projected,4499,,4759,14731,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See CRS code 26869 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/23,2008.006 2008.041,1,0
+3694,NAD83(NSRS2007) / West Virginia South,2265,projected,4499,,4759,14732,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. See CRS code 26870 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/23,2008.006 2008.041,1,0
+3695,NAD83(NSRS2007) / Wisconsin Central,2266,projected,4499,,4759,14832,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3696 for equivalent non-metric definition. SReplaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3696,NAD83(NSRS2007) / Wisconsin Central (ftUS),2266,projected,4497,,4759,15370,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3695. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3697,NAD83(NSRS2007) / Wisconsin North,2267,projected,4499,,4759,14831,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3698 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3698,NAD83(NSRS2007) / Wisconsin North (ftUS),2267,projected,4497,,4759,15369,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3607. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3699,NAD83(NSRS2007) / Wisconsin South,2268,projected,4499,,4759,14833,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3700 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3700,NAD83(NSRS2007) / Wisconsin South (ftUS),2268,projected,4497,,4759,15371,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3699. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3701,NAD83(NSRS2007) / Wisconsin Transverse Mercator,1418,projected,4499,,4759,14841,,,State-wide applications requiring a single system.,Designed as a single zone for the whole state. Replaces NAD27 / Wisconsin Transverse Mercator (CRS code 3069). Replaces NAD83(HARN) / Wisconsin Transverse Mercator.,Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php,OGP,2007/03/13,,1,0
+3702,NAD83(NSRS2007) / Wyoming East,2269,projected,4499,,4759,14931,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3730 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3703,NAD83(NSRS2007) / Wyoming East Central,2270,projected,4499,,4759,14932,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3731 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3704,NAD83(NSRS2007) / Wyoming West Central,2272,projected,4499,,4759,14933,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3732 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3705,NAD83(NSRS2007) / Wyoming West,2271,projected,4499,,4759,14934,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. See code 3733 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3706,NAD83(NSRS2007) / UTM zone 59N,3482,projected,4400,,4759,16059,,,Medium scale topographic mapping.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 59N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3707,NAD83(NSRS2007) / UTM zone 60N,3483,projected,4400,,4759,16060,,,Medium scale topographic mapping.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 60N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3708,NAD83(NSRS2007) / UTM zone 1N,3484,projected,4400,,4759,16001,,,Medium scale topographic mapping.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 1N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3709,NAD83(NSRS2007) / UTM zone 2N,3485,projected,4400,,4759,16002,,,Medium scale topographic mapping.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 2N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3710,NAD83(NSRS2007) / UTM zone 3N,3486,projected,4400,,4759,16003,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 3N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3711,NAD83(NSRS2007) / UTM zone 4N,3487,projected,4400,,4759,16004,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 4N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3712,NAD83(NSRS2007) / UTM zone 5N,3490,projected,4400,,4759,16005,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 5N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3713,NAD83(NSRS2007) / UTM zone 6N,3493,projected,4400,,4759,16006,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 6N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3714,NAD83(NSRS2007) / UTM zone 7N,3494,projected,4400,,4759,16007,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 7N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3715,NAD83(NSRS2007) / UTM zone 8N,3495,projected,4400,,4759,16008,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 8N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3716,NAD83(NSRS2007) / UTM zone 9N,3496,projected,4400,,4759,16009,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 9N.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3717,NAD83(NSRS2007) / UTM zone 10N,3497,projected,4400,,4759,16010,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 10N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3718,NAD83(NSRS2007) / UTM zone 11N,3498,projected,4400,,4759,16011,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 11N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3719,NAD83(NSRS2007) / UTM zone 12N,3499,projected,4400,,4759,16012,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 12N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3720,NAD83(NSRS2007) / UTM zone 13N,3500,projected,4400,,4759,16013,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 13N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3721,NAD83(NSRS2007) / UTM zone 14N,3501,projected,4400,,4759,16014,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 14N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3722,NAD83(NSRS2007) / UTM zone 15N,3502,projected,4400,,4759,16015,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 15N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3723,NAD83(NSRS2007) / UTM zone 16N,3503,projected,4400,,4759,16016,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 16N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3724,NAD83(NSRS2007) / UTM zone 17N,3504,projected,4400,,4759,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 17N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3725,NAD83(NSRS2007) / UTM zone 18N,3505,projected,4400,,4759,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 18N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3726,NAD83(NSRS2007) / UTM zone 19N,3506,projected,4400,,4759,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83(HARN) / UTM zone 19N.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3727,Reunion 1947 / TM Reunion,3337,projected,4499,,4626,19856,,,Large and medium scale topographic mapping and engineering survey.,Replaces Reunion 1947 / Gauss Laborde Reunion (alias Piton des Neiges / Gauss Laborde Reunion). Replaced by RGR92 / UTM zone 40S (CRS code 2975).,IGN Paris,OGP,2007/03/13,,1,0
+3728,NAD83(NSRS2007) / Ohio North (ftUS),2239,projected,4497,,4759,13433,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3637. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3729,NAD83(NSRS2007) / Ohio South (ftUS),2240,projected,4497,,4759,13434,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3638. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3730,NAD83(NSRS2007) / Wyoming East (ftUS),2269,projected,4497,,4759,14935,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3702. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3731,NAD83(NSRS2007) / Wyoming East Central (ftUS),2270,projected,4497,,4759,14936,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3703. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3732,NAD83(NSRS2007) / Wyoming West Central (ftUS),2272,projected,4497,,4759,14937,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3704. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3733,NAD83(NSRS2007) / Wyoming West (ftUS),2271,projected,4497,,4759,14938,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3705. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3734,NAD83 / Ohio North (ftUS),2239,projected,4497,,4269,13433,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32122. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3735,NAD83 / Ohio South (ftUS),2240,projected,4497,,4269,13434,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. Federal definition is metric - see code 32123. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3736,NAD83 / Wyoming East (ftUS),2269,projected,4497,,4269,14935,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 32155. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3737,NAD83 / Wyoming East Central (ftUS),2270,projected,4497,,4269,14936,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 32156. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3738,NAD83 / Wyoming West Central (ftUS),2272,projected,4497,,4269,14937,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 32157. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,1,0
+3739,NAD83 / Wyoming West (ftUS),2271,projected,4497,,4269,14938,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 32158. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3740,NAD83(HARN) / UTM zone 10N,3497,projected,4400,,4152,16010,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 10N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 10N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/04/20,,1,0
+3741,NAD83(HARN) / UTM zone 11N,3498,projected,4400,,4152,16011,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 11N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 11N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/04/20,,1,0
+3742,NAD83(HARN) / UTM zone 12N,3499,projected,4400,,4152,16012,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 12N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 12N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/04/20,,1,0
+3743,NAD83(HARN) / UTM zone 13N,3500,projected,4400,,4152,16013,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 13N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 13N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/04/20,,1,0
+3744,NAD83(HARN) / UTM zone 14N,3501,projected,4400,,4152,16014,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 14N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 14N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/04/20,,1,0
+3745,NAD83(HARN) / UTM zone 15N,3502,projected,4400,,4152,16015,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 15N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 15N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/04/20,,1,0
+3746,NAD83(HARN) / UTM zone 16N,3503,projected,4400,,4152,16016,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 16N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 16N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/04/20,,1,0
+3747,NAD83(HARN) / UTM zone 17N,3504,projected,4400,,4152,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 17N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 17N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/04/20,,1,0
+3748,NAD83(HARN) / UTM zone 18N,3505,projected,4400,,4152,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 18N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 18N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/04/20,,1,0
+3749,NAD83(HARN) / UTM zone 19N,3506,projected,4400,,4152,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD83 / UTM zone 19N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 19N.,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/05/29,,1,0
+3750,NAD83(HARN) / UTM zone 4N,3488,projected,4400,,4152,16004,,,Large and medium scale topographic mapping and engineering survey.,,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/03/13,,1,0
+3751,NAD83(HARN) / UTM zone 5N,3491,projected,4400,,4152,16005,,,Large and medium scale topographic mapping and engineering survey.,,US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/,OGP,2007/03/13,,1,0
+3752,WGS 84 / Mercator 41,3508,projected,4499,,4326,19855,,,Medium and small scale mapping.,,New Zealand National Institute for Water and Atmospheric Research,OGP,2007/03/22,,1,0
+3753,NAD83(HARN) / Ohio North (ftUS),2239,projected,4497,,4152,13433,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2834. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3754,NAD83(HARN) / Ohio South (ftUS),2240,projected,4497,,4152,13434,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2835. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+3755,NAD83(HARN) / Wyoming East (ftUS),2269,projected,4497,,4152,14935,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2862. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/04/20,,1,0
+3756,NAD83(HARN) / Wyoming East Central (ftUS),2270,projected,4497,,4152,14936,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2863. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/04/20,,1,0
+3757,NAD83(HARN) / Wyoming West Central (ftUS),2272,projected,4497,,4152,14937,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2864. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/04/20,,1,0
+3758,NAD83(HARN) / Wyoming West (ftUS),2271,projected,4497,,4152,14938,,,Large and medium scale topographic mapping and engineering survey.,State law defines system in US survey feet. Federal definition is metric - see code 2865. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/04/20,,1,0
+3759,NAD83 / Hawaii zone 3 (ftUS),1548,projected,4497,,4269,15138,,,Large and medium scale topographic mapping and engineering survey of Honolulu County.,"State has no law defining grid unit; system therefore not recognised by Federal authorities. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","City and County of Honolulu, http://www.honoluludpp.org",OGP,2007/04/20,,1,0
+3760,NAD83(HARN) / Hawaii zone 3 (ftUS),1548,projected,4497,,4152,15138,,,Large and medium scale topographic mapping and engineering survey of Honolulu County.,State has no law defining grid unit; system therefore not recognised by Federal authorities. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft.,"City and County of Honolulu, http://www.honoluludpp.org",OGP,2007/04/20,,1,0
+3761,NAD83(CSRS) / UTM zone 22N,2152,projected,4400,,4617,16022,,,Large and medium scale topographic mapping and engineering survey.,,Geomatics Canada. http://ess.nrcan.gc.ca/geocan/,OGP,2007/05/29,,1,0
+3762,WGS 84 / South Georgia Lambert,3529,projected,4400,,4326,19854,,,GIS,,British Antarctic Survey.,OGP,2007/07/06,,1,0
+3763,ETRS89 / Portugal TM06,1294,projected,4499,,4258,19853,,,Medium scale topographic mapping.,,Instituto Geográfico Português (IGP).,OGP,2007/08/15,,1,0
+3764,NZGD2000 / Chatham Island Circuit 2000,2889,projected,4500,,4167,17959,,,Cadastral surveys.,Officially withdrawn on 6 June 2006. Should not be used for new datasets. Replaced by NZGD2000 / Chatham Island TM 2000 (CRS code 3793).,"Land Information New Zealand, OSG Policy Document 996; November 1999.",OGP,2008/04/04,2008.023,1,0
+3765,HTRS96 / Croatia TM,3234,projected,4400,,4761,19851,,,"Cadastral surveys, large scale topographic mapping, engineering survey.",,State Geodetic Administration of the Republic of Croatia.,OGP,2007/09/29,,1,0
+3766,HTRS96 / Croatia LCC,1076,projected,4400,,4761,19852,,,"Cadastral surveys, large scale topographic mapping, engineering survey.",,State Geodetic Administration of the Republic of Croatia.,OGP,2007/09/29,,1,0
+3767,HTRS96 / UTM zone 33N,3539,projected,4400,,4761,16033,,,Military survey.,,State Geodetic Administration of the Republic of Croatia.,OGP,2007/09/29,,1,0
+3768,HTRS96 / UTM zone 34N,3538,projected,4400,,4761,16034,,,Military survey.,,State Geodetic Administration of the Republic of Croatia.,OGP,2007/09/29,,1,0
+3769,Bermuda 1957 / UTM zone 20N,3221,projected,4400,,4216,16020,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by BDA2000 / Bermuda 2000 National Grid (alias BNG2000) (CRS code 3770).,Department of Lands Buildings and Surveys.,OGP,2007/12/12,,1,0
+3770,BDA2000 / Bermuda 2000 National Grid,1047,projected,4400,,4762,19849,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Bermuda 1957 / UTM zone 20N (alias Bermuda National Grid) CRS code 3769).,Department of Lands Buildings and Surveys.,OGP,2007/12/12,,1,0
+3771,NAD27 / Alberta 3TM ref merid 111 W,3543,projected,4400,,4267,17722,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to east of 112°W; however use of NAD27 / UTM zone 12N (CRS code 26712) is encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+3772,NAD27 / Alberta 3TM ref merid 114 W,3542,projected,4400,,4267,17723,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to between 116°W and 112°W; however use of NAD27 / UTM zones 11N and 12N (CRS codes 26711 and 26712) is encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+3773,NAD27 / Alberta 3TM ref merid 117 W,3541,projected,4400,,4267,17724,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to between 118°W and 116°W; however use of NAD27 / UTM zone 11N (CRS code 26711) is encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+3774,NAD27 / Alberta 3TM ref merid 120 W,3540,projected,4400,,4267,17725,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to west of 118°W; however use of NAD27 / UTM zone 11N (CRS code 26711) encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/01/11,,1,1
+3775,NAD83 / Alberta 3TM ref merid 111 W,3543,projected,4400,,4269,17722,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to east of 112°W; however use of NAD83 / UTM zone 12N (CRS code 26912) is encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+3776,NAD83 / Alberta 3TM ref merid 114 W,3542,projected,4400,,4269,17723,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to between 116°W and 112°W; however use of NAD83 / UTM zones 11N and 12N (CRS codes 26911 and 26912) is encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+3777,NAD83 / Alberta 3TM ref merid 117 W,3541,projected,4400,,4269,17724,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to between 118°W and 116°W; however use of NAD83 / UTM zone 11N (CRS code 26911) is encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+3778,NAD83 / Alberta 3TM ref merid 120 W,3540,projected,4400,,4269,17725,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to west of 118°W; however use of NAD83 / UTM zone 11N (CRS code 26911) encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/01/11,,1,1
+3779,NAD83(CSRS) / Alberta 3TM ref merid 111 W,3543,projected,4400,,4617,17722,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to east of 112°W; however use of NAD83(CSRS) / UTM zone 12N (CRS code 2956) is encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+3780,NAD83(CSRS) / Alberta 3TM ref merid 114 W,3542,projected,4400,,4617,17723,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to between 116°W and 112°W; however use of NAD83(CSRS) / UTM zones 11N and 12N (CRS codes 2955 and 2956) is encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+3781,NAD83(CSRS) / Alberta 3TM ref merid 117 W,3541,projected,4400,,4617,17724,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to between 118°W and 116°W; however use of NAD83(CSRS) / UTM zone 11N (CRS code 2955) is encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/23,2008.045,1,0
+3782,NAD83(CSRS) / Alberta 3TM ref merid 120 W,3540,projected,4400,,4617,17725,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to west of 118°W; however use of NAD83(CSRS) / UTM zone 11N (CRS code 2955) encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/01/11,,1,1
+3783,Pitcairn 2006 / Pitcairn TM 2006,3208,projected,4400,,4763,19848,,,"Cadastre, topographic mapping and engineering survey.",Replaces Pitcairn 1967 / UTM zone 9S (CRS code 3784). For practical purposes may be considered to be WGS 84 / Pitcairn TM 2006.,Pitcairn Island Government.,OGP,2008/01/28,,1,0
+3784,Pitcairn 1967 / UTM zone 9S,3208,projected,4400,,4729,16109,,,Topographic mapping.,Replaced by Pitcairn 2006 / Pitcairn TM 2006 (CRS code 3783).,US Army Corps of Enginners.,OGP,2008/01/28,,1,0
+3785,Popular Visualisation CRS / Mercator,3544,projected,4499,,4055,19847,,,Certain Web mapping and visualisation applications.,Uses spherical development. Relative to an ellipsoidal development errors of up to 800 metres in position and 0.7% in scale may arise. Some applications call this WGS 84. It is not a recognised geodetic system: see WGS 84 / World Mercator (CRS code 3395),Microsoft.,OGP,2008/03/14,,1,0
+3786,World Equidistant Cylindrical (Sphere),1262,projected,4499,,4047,19968,,,Certain Web mapping and visualisation applications.,Uses spherical development. Relative to an ellipsoidal development errors of up to 800 metres in position and 0.7% in scale may arise. It is not a recognised geodetic system: see WGS 84 / Plate Carree (CRS code 32663).,OGP,OGP,2008/03/14,,1,0
+3787,MGI / Slovene National Grid,1212,projected,4498,,4312,19845,,,Large and medium scale topographic mapping and engineering survey.,Replaces MGI / Balkans zone 5 (D48 zone 5) (CRS code 31275) in Slovenia. Replaced by D96/TM (CRS code 3794).,"Geodetska uprava Republike Slovenije, http://www.gu.gov.si",OGP,2008/04/11,,1,0
+3788,NZGD2000 / Auckland Islands TM 2000,3554,projected,4500,,4167,17960,,,"Topographic mapping, cadastral and engineering surveys.",,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,,1,0
+3789,NZGD2000 / Campbell Island TM 2000,3555,projected,4500,,4167,17961,,,"Topographic mapping, cadastral and engineering surveys.",,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,,1,0
+3790,NZGD2000 / Antipodes Islands TM 2000,3556,projected,4500,,4167,17962,,,"Topographic mapping, cadastral and engineering surveys.",,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,,1,0
+3791,NZGD2000 / Raoul Island TM 2000,3557,projected,4500,,4167,17963,,,"Topographic mapping, cadastral and engineering surveys.",,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,,1,0
+3793,NZGD2000 / Chatham Islands TM 2000,2889,projected,4500,,4167,17965,,,"Topographic mapping, cadastral and engineering surveys.",Replaces NZGD2000 / Chatham Island Circuit 2000 (CRS code 3764).,Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.,OGP,2008/04/04,,1,0
+3794,Slovenia 1996 / Slovene National Grid,1212,projected,4400,,4765,19845,,,Large and medium scale topographic mapping and engineering survey.,Replaces D48/GK (CRS code 3787).,"Geodetska uprava Republike Slovenije, http://www.gu.gov.si",OGP,2008/04/11,,1,0
+3795,NAD27 / Cuba Norte,1487,projected,4532,,4267,18063,,,Large and medium scale topographic mapping and engineering survey.,,Institut Cubano di Hidrografia (ICH),OGP,2008/04/11,,1,0
+3796,NAD27 / Cuba Sur,1488,projected,4532,,4267,18064,,,Large and medium scale topographic mapping and engineering survey.,,Institut Cubano di Hidrografia (ICH),OGP,2008/04/11,,1,0
+3797,NAD27 / MTQ Lambert,1368,projected,4499,,4267,19844,,,Province-wide data management and mapping of road infrastructures.,Replaced by NAD83 / MTQ Lambert (CRS code 3798).,"Ministère des Transports du Québec, http://www.mtq.gouv.qc.ca",OGP,2008/04/25,,1,0
+3798,NAD83 / MTQ Lambert,1368,projected,4499,,4269,19844,,,Province-wide data management and mapping of road infrastructures.,Replaces NAD27 / MTQ Lambert (CRS code 3797). For accuracies better tham 1m replaced by NAD83(CSRS) / MTQ Lambert (CRS code 3799).,"Ministère des Transports du Québec, http://www.mtq.gouv.qc.ca",OGP,2008/04/25,,1,0
+3799,NAD83(CSRS) / MTQ Lambert,1368,projected,4499,,4617,19844,,,Province-wide data management and mapping of road infrastructures.,"This CRS may sometimes be called ""NAD83 / MTQ Lambert"". That is the name of a different system (CRS code 3798). Although the positional differences are not significant for provincial-scale mapping they may be significant for data management.","Ministère des Transports du Québec, http://www.mtq.gouv.qc.ca",OGP,2008/04/25,,1,0
+3800,NAD27 / Alberta 3TM ref merid 120 W,3540,projected,4400,,4267,17726,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to west of 118°W; however use of NAD27 / UTM zone 11N (CRS code 26711) encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/24,,1,0
+3801,NAD83 / Alberta 3TM ref merid 120 W,3540,projected,4400,,4269,17726,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to west of 118°W; however use of NAD83 / UTM zone 11N (CRS code 26911) encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/24,,1,0
+3802,NAD83(CSRS) / Alberta 3TM ref merid 120 W,3540,projected,4400,,4617,17726,,,"Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.","If used for rural area control markers, area of use is amended to west of 118°W; however use of NAD83(CSRS) / UTM zone 11N (CRS code 2955) encouraged in these rural areas.","Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands",OGP,2008/06/24,,1,0
+3920,Puerto Rico / UTM zone 20N,1253,projected,4400,,4139,16020,,,Large and medium scale topographic mapping and engineering survey.,NAD27 / UTM zone 20 N (code 26720) used for military purposes.,Ordnance Survey of Great Britain,OGP,1999/04/22,,1,0
+3942,RGF93 / CC42,3545,projected,4499,,4171,18101,,,Cadastral and engineering survey.,,IGN Paris,OGP,2008/04/04,,1,0
+3943,RGF93 / CC43,3546,projected,4499,,4171,18102,,,Cadastral and engineering survey.,,IGN Paris,OGP,2008/04/04,,1,0
+3944,RGF93 / CC44,3547,projected,4499,,4171,18103,,,Cadastral and engineering survey.,,IGN Paris,OGP,2008/04/04,,1,0
+3945,RGF93 / CC45,3548,projected,4499,,4171,18104,,,Cadastral and engineering survey.,,IGN Paris,OGP,2008/04/04,,1,0
+3946,RGF93 / CC46,3549,projected,4499,,4171,18105,,,Cadastral and engineering survey.,,IGN Paris,OGP,2008/04/04,,1,0
+3947,RGF93 / CC47,3550,projected,4499,,4171,18106,,,Cadastral and engineering survey.,,IGN Paris,OGP,2008/04/04,,1,0
+3948,RGF93 / CC48,3551,projected,4499,,4171,18107,,,Cadastral and engineering survey.,,IGN Paris,OGP,2008/04/04,,1,0
+3949,RGF93 / CC49,3552,projected,4499,,4171,18108,,,Cadastral and engineering survey.,,IGN Paris,OGP,2008/04/04,,1,0
+3950,RGF93 / CC50,3553,projected,4499,,4171,18109,,,Cadastral and engineering survey.,,IGN Paris,OGP,2008/04/04,,1,0
+3991,Puerto Rico State Plane CS of 1927,1194,projected,4497,,4139,15201,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / Puerto Rico State Plane CS.,US National Geodetic Survey,OGP,1999/05/24,1999.323,1,0
+3992,Puerto Rico / St. Croix,1254,projected,4497,,4139,15202,,,Large and medium scale topographic mapping and engineering survey.,Sometimes erroneously referred to as NAD27 / St. Croix State Plane CS.,US National Geodetic Survey,OGP,1999/05/24,1999.323,1,0
+3993,Guam 1963 / Guam SPCS,3255,projected,4499,,4675,15400,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,US National Geodetic Survey,OGP,2004/04/22,,1,0
+4001,Unknown datum based upon the Airy 1830 ellipsoid,1263,geographic 2D,6422,6001,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4002,Unknown datum based upon the Airy Modified 1849 ellipsoid,1263,geographic 2D,6422,6002,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4003,Unknown datum based upon the Australian National Spheroid,1263,geographic 2D,6422,6003,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4004,Unknown datum based upon the Bessel 1841 ellipsoid,1263,geographic 2D,6422,6004,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4005,Unknown datum based upon the Bessel Modified ellipsoid,1263,geographic 2D,6422,6005,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4006,Unknown datum based upon the Bessel Namibia ellipsoid,1263,geographic 2D,6422,6006,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4007,Unknown datum based upon the Clarke 1858 ellipsoid,1263,geographic 2D,6422,6007,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4008,Unknown datum based upon the Clarke 1866 ellipsoid,1263,geographic 2D,6422,6008,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4009,Unknown datum based upon the Clarke 1866 Michigan ellipsoid,1263,geographic 2D,6422,6009,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4010,Unknown datum based upon the Clarke 1880 (Benoit) ellipsoid,1263,geographic 2D,6422,6010,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4011,Unknown datum based upon the Clarke 1880 (IGN) ellipsoid,1263,geographic 2D,6422,6011,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4012,Unknown datum based upon the Clarke 1880 (RGS) ellipsoid,1263,geographic 2D,6422,6012,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4013,Unknown datum based upon the Clarke 1880 (Arc) ellipsoid,1263,geographic 2D,6422,6013,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4014,Unknown datum based upon the Clarke 1880 (SGA 1922) ellipsoid,1263,geographic 2D,6422,6014,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4015,Unknown datum based upon the Everest 1830 (1937 Adjustment) ellipsoid,1263,geographic 2D,6422,6015,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4016,Unknown datum based upon the Everest 1830 (1967 Definition) ellipsoid,1263,geographic 2D,6422,6016,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4018,Unknown datum based upon the Everest 1830 Modified ellipsoid,1263,geographic 2D,6422,6018,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4019,Unknown datum based upon the GRS 1980 ellipsoid,1263,geographic 2D,6422,6019,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4020,Unknown datum based upon the Helmert 1906 ellipsoid,1263,geographic 2D,6422,6020,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4021,Unknown datum based upon the Indonesian National Spheroid,1263,geographic 2D,6422,6021,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420,0,0
+4022,Unknown datum based upon the International 1924 ellipsoid,1263,geographic 2D,6422,6022,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4024,Unknown datum based upon the Krassowsky 1940 ellipsoid,1263,geographic 2D,6422,6024,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4025,Unknown datum based upon the NWL 9D ellipsoid,1263,geographic 2D,6422,6025,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4027,Unknown datum based upon the Plessis 1817 ellipsoid,1263,geographic 2D,6422,6027,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4028,Unknown datum based upon the Struve 1860 ellipsoid,1263,geographic 2D,6422,6028,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4029,Unknown datum based upon the War Office ellipsoid,1263,geographic 2D,6422,6029,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4030,Unknown datum based upon the WGS 84 ellipsoid,1263,geographic 2D,6422,6030,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4031,Unknown datum based upon the GEM 10C ellipsoid,1263,geographic 2D,6422,6031,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4032,Unknown datum based upon the OSU86F ellipsoid,1263,geographic 2D,6422,6032,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4033,Unknown datum based upon the OSU91A ellipsoid,1263,geographic 2D,6422,6033,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4034,Unknown datum based upon the Clarke 1880 ellipsoid,1263,geographic 2D,6422,6034,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,1996.080 2000.420 2003.370,0,0
+4035,Unknown datum based upon the Authalic Sphere,1263,geographic 2D,6402,6035,,,,,Not recommended.,Deprecated. Use code 4047.,OGP,OGP,2000/05/03,1996.080 2000.420,0,1
+4036,Unknown datum based upon the GRS 1967 ellipsoid,1263,geographic 2D,6422,6036,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,2000.420 2003.370,0,0
+4041,Unknown datum based upon the Average Terrestrial System 1977 ellipsoid,1263,geographic 2D,6422,6041,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,2000.420 2003.370,0,0
+4042,Unknown datum based upon the Everest (1830 Definition) ellipsoid,1263,geographic 2D,6422,6042,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,2000.420 2003.370,0,0
+4043,Unknown datum based upon the WGS 72 ellipsoid,1263,geographic 2D,6422,6043,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,2000.420 2003.370,0,0
+4044,Unknown datum based upon the Everest 1830 (1962 Definition) ellipsoid,1263,geographic 2D,6422,6044,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,2000.420 2003.370,0,0
+4045,Unknown datum based upon the Everest 1830 (1975 Definition) ellipsoid,1263,geographic 2D,6422,6045,,,,,Not recommended.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,2000.420 2003.370,0,0
+4047,Unspecified datum based upon the GRS 1980 Authalic Sphere,1263,geographic 2D,6422,6047,,,,,Small scale statistical mapping.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/01/06,2003.370 2003.330,0,0
+4052,Unspecified datum based upon the Clarke 1866 Authalic Sphere,1263,geographic 2D,6422,6052,,,,,Small scale statistical mapping.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2004/04/27,,0,0
+4053,Unspecified datum based upon the International 1924 Authalic Sphere,1263,geographic 2D,6422,6053,,,,,Small scale statistical mapping.,Use only in cases where geodetic datum is unknown.,OGP,OGP,2006/09/22,,0,0
+4054,Unspecified datum based upon the Hughes 1980 ellipsoid,1263,geographic 2D,6422,6054,,,,,Data sets from US Defence Meteorological Satellite Program SSM/I microwave sensors.,DMSP SSM/I data sets provided by NSIDC for polar research.,US National Snow and Ice Data Center,OGP,2006/09/22,,0,0
+4055,Popular Visualisation CRS,1262,geographic 2D,6422,6055,,,,,Certain Web mapping and visualisation applications.,Some applications erroneously call this WGS 84. It uses a sphere with a radius having the same value as the semi-major axis of the WGS 84 ellipsoid. There is no geodetic recognition of this system.,Microsoft.,OGP,2008/03/13,,1,0
+4120,Greek,1106,geographic 2D,6422,6120,,,,,Geodetic survey.,,Topography Department; National Technical University of Greece.,OGP,2004/01/06,2003.370,1,0
+4121,GGRS87,1106,geographic 2D,6422,6121,,,,,Geodetic survey.,,Geodesy Department; Public Petroleum Corporation of Greece.,OGP,2004/01/06,2003.370,1,0
+4122,ATS77,1283,geographic 2D,6422,6122,,,,,Geodetic survey.,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,OGP,2004/01/06,2003.370,1,0
+4123,KKJ,1095,geographic 2D,6422,6123,,,,,Geodetic survey.,,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2004/01/06,2003.370,1,0
+4124,RT90,1225,geographic 2D,6422,6124,,,,,Geodetic survey.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2004/01/06,2003.370,1,0
+4125,Samboja,1328,geographic 2D,6402,6125,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,OGP,1997/11/13,,1,1
+4126,LKS94 (ETRS89),1145,geographic 2D,6402,6126,,,,,Geodetic survey.,,,OGP,1998/03/13,,1,1
+4127,Tete,3281,geographic 2D,6422,6127,,,,,Geodetic survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2004/01/06,2003.370,1,0
+4128,Madzansua,1315,geographic 2D,6422,6128,,,,,Geodetic survey.,Replaced by values transformed to Tete GeogCRS (code 4127).,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2004/01/06,2003.370,1,0
+4129,Observatario,1329,geographic 2D,6422,6129,,,,,Geodetic survey.,Replaced by values transformed to Tete geogCRS (code 4127).,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2004/04/07,2003.370 2004.210,1,0
+4130,Moznet,1167,geographic 2D,6422,6130,4953,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4131,Indian 1960,1302,geographic 2D,6422,6131,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.362 2003.370,1,0
+4132,FD58,1300,geographic 2D,6422,6132,,,,,Geodetic survey.,,IOEPC records.,OGP,2004/01/06,2003.370,1,0
+4133,EST92,1090,geographic 2D,6422,6133,,,,,Geodetic survey.,This name is also used for a projected CRS (see projCRS code 3300). Replaced by EST97 (code 4180).,http://www.geo.ut.ee/,OGP,2005/09/29,2003.370 2005.460,1,0
+4134,PDO Survey Datum 1993,3288,geographic 2D,6422,6134,,,,,Geodetic survey.,Replaces Fahud geogCRS (code 4232). Maximum differences to Fahud adjustment are 20 metres.,Petroleum Development Oman,OGP,2004/03/26,2003.370 2004.183,1,0
+4135,Old Hawaiian,1334,geographic 2D,6422,6135,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,OGP,2004/01/06,2003.370,1,0
+4136,St. Lawrence Island,1332,geographic 2D,6422,6136,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,OGP,2004/01/06,2003.370,1,0
+4137,St. Paul Island,1333,geographic 2D,6422,6137,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,OGP,2004/01/06,2003.370,1,0
+4138,St. George Island,1331,geographic 2D,6422,6138,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,OGP,2004/01/06,2003.370,1,0
+4139,Puerto Rico,1335,geographic 2D,6422,6139,,,,,Geodetic surveying for civilian purposes. Geodetic survey.,NAD27 (CRS code 4267) used for military purposes. Note: this coordinate system includes longitudes which are POSITIVE EAST.,,OGP,2004/01/06,2003.370,1,0
+4140,NAD83(CSRS98),1336,geographic 2D,6402,6140,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,In New Brunswick superseded ATS77 from 1999.,Service New Brunswick Land and Information Standards Manual,OGP,2000/10/19,1999.900,1,1
+4141,Israel,2603,geographic 2D,6422,6141,,,,,Geodetic survey.,Replaces Palestine 1923.,Survey of Israel,OGP,2004/01/06,2002.340 2003.370,1,0
+4142,Locodjo 1965,1075,geographic 2D,6422,6142,,,,,Geodetic survey.,Replaced by Abidjan 1987 (EPSG code 4143).,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4143,Abidjan 1987,1075,geographic 2D,6422,6143,,,,,Geodetic survey.,Replaces Locodjo 1965 (EPSG code 4142).,IGN Paris,OGP,2004/01/06,2001.110 2003.370,1,0
+4144,Kalianpur 1937,1308,geographic 2D,6422,6144,,,,,Geodetic survey.,Adopts 1937 metric conversion of 0.30479841 metres per Indian foot.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2004/01/06,2003.370,1,0
+4145,Kalianpur 1962,3289,geographic 2D,6422,6145,,,,,Geodetic survey.,Adopts 1962 metric conversion of 0.3047996 metres per Indian foot.,,OGP,2004/01/06,2003.370,1,0
+4146,Kalianpur 1975,3341,geographic 2D,6422,6146,,,,,Geodetic survey.,Adopts 1975 metric conversion of 0.3047995 metres per Indian foot.,,OGP,2004/01/06,2003.370,1,0
+4147,Hanoi 1972,3328,geographic 2D,6422,6147,,,,,Geodetic survey.,Replaces use of Indian 1960. Replaced by VN-2000 (CRS code 4756).,,OGP,2006/09/13,2003.370 2006.840,1,0
+4148,Hartebeesthoek94,1215,geographic 2D,6422,6148,4941,15593,,,Horizontal component of 3D system.,Replaces Cape (code 4222) from 1999.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,1999.960 2000.040 2003.370 2007.079,1,0
+4149,CH1903,1286,geographic 2D,6422,6149,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4150,CH1903+,1286,geographic 2D,6422,6150,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4151,CHTRF95,1286,geographic 2D,6422,6151,4933,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/23,2003.370,1,0
+4152,NAD83(HARN),1337,geographic 2D,6422,6152,4957,15593,,,Horizontal component of 3D system.,"Note: this coordinate system includes longitudes which are POSITIVE EAST. In Contine""ntal US (excludes Alaska) and Hawaii, replaces NAD83 for applications with an accuracy of better than 1m. In Continental US replaced by NAD83(NSRS2007).",EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2006.392 2006.903 2007.031 2007.079,1,0
+4153,Rassadiran,1338,geographic 2D,6422,6153,,,,,Geodetic survey.,,Total-Fina,OGP,2004/01/06,2003.370,1,0
+4154,ED50(ED77),1123,geographic 2D,6422,6154,,,,,Geodetic survey.,,National Cartographic Centre of Iran,OGP,2004/01/06,2003.370,1,0
+4155,Dabola 1981,3257,geographic 2D,6422,6155,,,,,Geodetic survey.,Replaces Conakry 1905 (EPSG code 4315).,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4156,S-JTSK,1306,geographic 2D,6422,6156,,,,,Geodetic survey.,"S-JTSK is the Uniform Trigonometric Cadastral Network. It is a modification of the Austrian MGI geogCRS, code 4312.",Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,OGP,2004/01/06,2001.260 2003.370,1,0
+4157,Mount Dillon,1322,geographic 2D,6422,6157,,,,,Geodetic survey.,,University of the West Indies Geodetic Services.,OGP,2004/01/06,2003.370,1,0
+4158,Naparima 1955,3143,geographic 2D,6422,6158,,,,,Geodetic survey.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,OGP,2004/01/06,2003.370,1,0
+4159,ELD79,1143,geographic 2D,6422,6159,,,,,Geodetic survey.,,Various oil company records.,OGP,2004/01/06,2003.370,1,0
+4160,Chos Malal 1914,1292,geographic 2D,6422,6160,,,,,Geodetic survey.,Replaced by Campo Inchauspe (geogCRS code 4221).,Various oil company records.,OGP,2004/04/07,2003.370 2004.210,1,0
+4161,Pampa del Castillo,1265,geographic 2D,6422,6161,,,,,Geodetic surveying within the oil industry. Geodetic survey.,Replaced by Campo Inchauspe (geogCRS code 4221).,Various oil company records.,OGP,2004/04/07,2003.370 2004.210,1,0
+4162,Korean 1985,3266,geographic 2D,6422,6162,,,,,Geodetic survey.,Replaces use of Tokyo datum.,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org,OGP,2005/09/29,2001.280 2003.370 2005.460,1,0
+4163,Yemen NGN96,1257,geographic 2D,6422,6163,4981,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4164,South Yemen,1340,geographic 2D,6422,6164,,,,,Geodetic survey.,,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4165,Bissau,3258,geographic 2D,6422,6165,,,,,Geodetic survey.,,NIMA,OGP,2004/01/06,2003.370,1,0
+4166,Korean 1995,3266,geographic 2D,6422,6166,,,,,Geodetic survey.,,NIMA TR8350.2 http://earth-info.nga.mil/GandG/,OGP,2005/09/29,2003.370 2005.460,1,0
+4167,NZGD2000,1175,geographic 2D,6422,6167,4959,15593,,,Horizontal component of 3D system.,Replaces NZGD49 (code 4272) and CI79 (code 4673) from March 2000.,EPSG. See 3D CRS for original information source.,OGP,2007/09/29,2003.370 2004.110 2007.079 2007.090,1,0
+4168,Accra,1104,geographic 2D,6422,6168,,,,,Geodetic survey.,Ellipsoid semi-major axis (a)=20926201 exactly Gold Coast feet. ¶Replaced by Leigon (code 4250) in 1978.,Ordnance Survey International,OGP,2004/01/06,2003.370,1,0
+4169,American Samoa 1962,3109,geographic 2D,6422,6169,,,,,Geodetic survey.,,NIMA TR8350.2 revision of January 2000 and ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt,OGP,2005/05/21,2003.370 2005.230,1,0
+4170,SIRGAS,3448,geographic 2D,6422,6170,4975,15593,,,Horizontal component of 3D system.,Replaced by SIRGAS 2000.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2001.330 2003.370 2004.250 2006.465 2007.079,1,0
+4171,RGF93,1096,geographic 2D,6422,6171,4965,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4172,POSGAR,1033,geographic 2D,6402,6172,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,"A geodetic network of 127 high accuracy surved points that define the National Geodetic System (Sistema Geodésico Nacional), adopted by IGM in May 1997",http://www.igm.gov.ar/posgar.html,OGP,2000/10/19,2001.051,1,1
+4173,IRENET95,1305,geographic 2D,6422,6173,4943,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4174,Sierra Leone 1924,1342,geographic 2D,6422,6174,,,,,Geodetic survey.,Ellipsoid semi-major axis (a)=20926201 exactly Gold Coast feet; 1 Gold Coast foot = 0.3047997101815 m.,Ordnance Survey International,OGP,2004/01/06,2003.370,1,0
+4175,Sierra Leone 1968,3306,geographic 2D,6422,6175,,,,,Geodetic survey.,Replaces Sierra Leone 1960. The 1968 readjustment coordinates are within 3m of the 1960 provisional adjustment.,Ordnance Survey International.,OGP,2004/01/06,2003.370,1,0
+4176,Australian Antarctic,1278,geographic 2D,6422,6176,4931,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2006.080 2007.079,1,0
+4178,Pulkovo 1942(83),1343,geographic 2D,6422,6178,,,,,Geodetic survey.,In Brandenburg replaced by ETRS89. ¶In Sachsen and Thuringen replaced by RD83 and PD/83 which for practical purposes may be considered to be the same as DHDN.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2004/01/06,2003.370,1,0
+4179,Pulkovo 1942(58),1192,geographic 2D,6422,6179,,,,,Geodetic survey.,,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2004/01/06,2003.370,1,0
+4180,EST97,1090,geographic 2D,6422,6180,4935,15593,,,Horizontal component of 3D system.,This name is also used for a projected CRS (see projCRS code 3301). Replaces EST92 (code 4133).,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4181,Luxembourg 1930,1146,geographic 2D,6422,6181,,,,,Geodetic survey.,,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2004/01/06,2003.370,1,0
+4182,Azores Occidental 1939,1344,geographic 2D,6422,6182,,,,,Geodetic survey.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2004/01/06,2003.370,1,0
+4183,Azores Central 1948,1301,geographic 2D,6422,6183,,,,,Geodetic survey.,Replaced by 1995 system (CRS code 4665).,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2004/01/06,2003.231 2003.370,1,0
+4184,Azores Oriental 1940,1345,geographic 2D,6422,6184,,,,,Geodetic survey.,Replaced by 1995 system (CRS code 4664).,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2004/01/06,2003.231 2003.370,1,0
+4185,Madeira 1936,1314,geographic 2D,6402,6185,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1,1
+4188,OSNI 1952,2530,geographic 2D,6422,6188,,,,,Geodetic survey.,Replaced by 1975 Mapping Adjustment alias TM75. See CRS code 4300.,Ordnance Survey of Northern Ireland.,OGP,2004/01/06,2002.970 2003.370,1,0
+4189,REGVEN,1251,geographic 2D,6422,6189,4963,15593,,,Horizontal component of 3D system.,Densification in Venezuela of SIRGAS.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4190,POSGAR 98,1033,geographic 2D,6422,6190,4961,15593,,,Horizontal component of 3D system.,Densification in Argentina of SIRGAS.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2005.460 2007.079,1,0
+4191,Albanian 1987,1025,geographic 2D,6422,6191,,,,,Geodetic survey.,,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2004/01/06,2003.370,1,0
+4192,Douala 1948,2555,geographic 2D,6422,6192,,,,,Geodetic survey.,Replaced by Manoca 1962 (code 4193).,TotalFinaElf,OGP,2004/01/06,2003.370,1,0
+4193,Manoca 1962,2555,geographic 2D,6422,6193,,,,,Geodetic survey.,Replaces Doula 1948 (code 4192). The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this CRS has used the IGN version.,TotalFinaElf,OGP,2004/01/06,2002.840 2003.370,1,0
+4194,Qornoq 1927,3362,geographic 2D,6422,6194,,,,,Geodetic survey.,,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2006/03/16,2003.370 2006.220,1,0
+4195,Scoresbysund 1952,2570,geographic 2D,6422,6195,,,,,Geodetic survey.,,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2004/01/06,2003.370,1,0
+4196,Ammassalik 1958,2571,geographic 2D,6422,6196,,,,,Geodetic survey.,,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2004/01/06,2003.370,1,0
+4197,Garoua,2590,geographic 2D,6422,6197,,,,,Geodetic survey.,,TotalFinaElf,OGP,2004/01/06,2002.840 2003.370,1,0
+4198,Kousseri,2591,geographic 2D,6422,6198,,,,,Geodetic survey.,,TotalFinaElf,OGP,2004/01/06,2003.370,1,0
+4199,Egypt 1930,3242,geographic 2D,6422,6199,,,,,Scientific purposes only.,"Note that Egypt 1930 uses the International 1924 ellipsoid, unlike the Egypt 1907 CRS (code 4229) which uses the Helmert ellipsoid. Oil industry references to the Egypt 1930 name and the Helmert ellipsoid probably mean Egypt 1907.",,OGP,2004/01/06,2003.370,1,0
+4200,Pulkovo 1995,1198,geographic 2D,6422,6200,,,,,Geodetic survey.,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2004/01/06,2003.370,1,0
+4201,Adindan,1271,geographic 2D,6422,6201,,,,,Geodetic survey.,"The 12th parallel traverse of 1966-70 (geogCRS Point 58, code 4620) is connected to the Adindan network in western Sudan. This has given rise to misconceptions that the Adindan network is used in west Africa.",,OGP,2004/01/06,2002.431 2003.370,1,0
+4202,AGD66,1279,geographic 2D,6422,6202,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4203,AGD84,2576,geographic 2D,6422,6203,,,,,Geodetic survey.,,"""GDA technical manual v2_2"", Intergovernmental Committee on Surveying and Mapping. www.anzlic.org.au/icsm/gdtm/",OGP,2004/01/06,2003.290 2003.370,1,0
+4204,Ain el Abd,1272,geographic 2D,6422,6204,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4205,Afgooye,1214,geographic 2D,6422,6205,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4206,Agadez,1177,geographic 2D,6422,6206,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4207,Lisbon,1294,geographic 2D,6422,6207,,,,,Geodetic survey.,Replaces Lisbon 1890 system which used Bessel 1841 ellipsoid (code 4666). Replaced by Datum 73 (code 4274).,"Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/",OGP,2004/01/06,2001.551 2003.370,1,0
+4208,Aratu,1274,geographic 2D,6422,6208,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4209,Arc 1950,1276,geographic 2D,6422,6209,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4210,Arc 1960,1277,geographic 2D,6422,6210,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4211,Batavia,1285,geographic 2D,6422,6211,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4212,Barbados 1938,1042,geographic 2D,6422,6212,,,,,Geodetic survey.,,,OGP,2004/01/06,1999.170 2003.370,1,0
+4213,Beduaram,2771,geographic 2D,6422,6213,,,,,Geodetic survey.,,,OGP,2004/01/06,2002.430 2003.370,1,0
+4214,Beijing 1954,1067,geographic 2D,6422,6214,,,,,Geodetic survey.,Replaced by Xian 1980 (code 4610).,,OGP,2004/01/06,2003.370,1,0
+4215,Belge 1950,1347,geographic 2D,6422,6215,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4216,Bermuda 1957,1047,geographic 2D,6422,6216,,,,,Geodetic survey.,Replaced by BDA2000 (CRS code 4762).,Department of Lands Buildings and Surveys.,OGP,2007/12/12,2003.370 2007.101,1,0
+4218,Bogota 1975,3229,geographic 2D,6422,6218,,,,,Geodetic survey.,"Replaces earlier 3 adjustments of 1951, 1944 and 1941. Replaced by MAGNA-SIRGAS (CRS code 4685).","IGAC special publication no. 1, ""Geodesia"" 4th edition, 1975.",OGP,2005/04/14,2000.200 2003.370 2005.060,1,0
+4219,Bukit Rimpah,1287,geographic 2D,6422,6219,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4220,Camacupa,1288,geographic 2D,6422,6220,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4221,Campo Inchauspe,1033,geographic 2D,6422,6221,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4222,Cape,1290,geographic 2D,6422,6222,,,,,Geodetic survey.,Replaced by Hartbeesthoek94 from 1999.,"Directorate of Surveys and Mapping, Mowbray, South Africa.",OGP,2004/01/06,2000.040 2003.370,1,0
+4223,Carthage,1236,geographic 2D,6422,6223,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4224,Chua,3356,geographic 2D,6422,6224,,,,,Geodetic survey.,"The Chua origin and associated triangulation network is in Brazil, but with a connecting traverse through northern Paraguay. The Chua system was used in Brazil only as input into the Corrego Allegre system (CRS code 4225).",,OGP,2006/07/14,2003.370 2005.840 2006.490,1,0
+4225,Corrego Alegre,1293,geographic 2D,6422,6225,,,,,Geodetic survey.,Replaced by SAD69.,,OGP,2005/12/30,2003.370 2005.841,1,0
+4226,Cote d'Ivoire,1075,geographic 2D,6402,6226,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,OGP,1995/06/02,,1,1
+4227,Deir ez Zor,1623,geographic 2D,6422,6227,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4228,Douala,1060,geographic 2D,6402,6228,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,OGP,1995/06/02,,1,1
+4229,Egypt 1907,1086,geographic 2D,6422,6229,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4230,ED50,1296,geographic 2D,6422,6230,,,,,Geodetic survey. Minerals management in Germany.,,,OGP,2004/10/23,2003.370 2004.630,1,0
+4231,ED87,1297,geographic 2D,6422,6231,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4232,Fahud,3288,geographic 2D,6422,6232,,,,,Geodetic survey.,Since 1993 replaced by PSD93 geogCRS (code 4134). Maximum differences to Fahud adjustment are 20 metres.,,OGP,2004/04/07,2003.370 2004.210,1,0
+4233,Gandajika 1970,1152,geographic 2D,6422,6233,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,1
+4234,Garoua,1060,geographic 2D,6402,6234,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,OGP,1995/06/02,,1,1
+4235,Guyane Francaise,1097,geographic 2D,6402,6235,,,,,Geodetic survey.,,,OGP,1995/06/02,,1,1
+4236,Hu Tzu Shan,3315,geographic 2D,6422,6236,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4237,HD72,1119,geographic 2D,6422,6237,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4238,ID74,1122,geographic 2D,6422,6238,,,,,Geodetic survey.,Replaced by DGN95.,,OGP,2006/08/25,2003.370 2006.810,1,0
+4239,Indian 1954,1304,geographic 2D,6422,6239,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4240,Indian 1975,1231,geographic 2D,6422,6240,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4241,Jamaica 1875,3342,geographic 2D,6422,6241,,,,,Geodetic survey.,,"Survey Department, Government of Jamaica, 1983.",OGP,2004/09/12,2003.370 2004.510,1,0
+4242,JAD69,3342,geographic 2D,6422,6242,,,,,Geodetic survey.,Replaced by JAD2001 (CRS code 4758).,"Survey Department, Government of Jamaica, 1983.",OGP,2007/01/19,2003.370 2004.410 2007.001,1,0
+4243,Kalianpur 1880,1307,geographic 2D,6422,6243,,,,,Geodetic survey.,,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2004/01/06,1997.231 2003.370,1,0
+4244,Kandawala,3310,geographic 2D,6422,6244,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4245,Kertau 1968,1309,geographic 2D,6422,6245,,,,,Geodetic survey.,Not used for metrication of RSO grid - see Kertau (RSO) (CRS code 4751). Replaced by GDM2000 (CRS code 4742).,Defence Geographic Centre.,OGP,2006/07/31,2003.370 2006.251,1,0
+4246,KOC,3267,geographic 2D,6422,6246,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4247,La Canoa,3327,geographic 2D,6422,6247,,,,,Geodetic survey.,PSAD56 uses same origin.,,OGP,2004/01/06,2003.370,1,0
+4248,PSAD56,1348,geographic 2D,6422,6248,,,,,Geodetic survey.,Origin is same as La Canoa. In Venezuela known as La Canoa.,,OGP,2004/01/06,2003.370,1,0
+4249,Lake,1312,geographic 2D,6422,6249,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4250,Leigon,1104,geographic 2D,6422,6250,,,,,Geodetic survey.,Replaced Accra (code 4168) from 1978.,Ordnance Survey International,OGP,2004/01/06,2003.370,1,0
+4251,Liberia 1964,3270,geographic 2D,6422,6251,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4252,Lome,1232,geographic 2D,6422,6252,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4253,Luzon 1911,1190,geographic 2D,6422,6253,,,,,Geodetic survey.,Replaced by PRS92 (CRS code 4683).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,2004/12/24,2003.370 2004.730,1,0
+4254,Hito XVIII 1963,1303,geographic 2D,6422,6254,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4255,Herat North,1024,geographic 2D,6422,6255,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4256,Mahe 1971,1208,geographic 2D,6422,6256,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4257,Makassar,1316,geographic 2D,6422,6257,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4258,ETRS89,1298,geographic 2D,6422,6258,4937,15593,,,Horizontal component of 3D system.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,1997.110 1999.110 2000.720 2003.370 2007.079,1,0
+4259,Malongo 1987,3180,geographic 2D,6422,6259,,,,,Oil industry offshore exploration and production from 1987.,"Replaced Mhast (offshore) (CRS code 4705) in 1987. References to ""Mhast"" since 1987 often should have stated ""Malongo 1987"".",Chevron Petroleum Technology,OGP,2006/01/06,2003.370 2004.210 2005.751,1,0
+4260,Manoca,1060,geographic 2D,6402,6260,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,OGP,1995/06/02,,1,1
+4261,Merchich,3280,geographic 2D,6422,6261,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4262,Massawa,1089,geographic 2D,6422,6262,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4263,Minna,1178,geographic 2D,6422,6263,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4264,Mhast,1318,geographic 2D,6422,6264,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,1
+4265,Monte Mario,3343,geographic 2D,6422,6265,,,,,"Geodetic survey, offshore minerals licencing.",,,OGP,2004/01/15,2003.370 2004.070,1,0
+4266,M'poraloko,1100,geographic 2D,6422,6266,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4267,NAD27,1349,geographic 2D,6422,6267,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST. Replaced by NAD27(76) (code 4608) in Ontario and CGQ77 (code 4609) in Quebec.,,OGP,2004/01/06,1999.040 2003.370,1,0
+4268,NAD27 Michigan,1391,geographic 2D,6422,6268,,,,,Geodetic survey.,Ellipsoid taken to be 800ft above geoid. Note: this coordinate system includes longitudes which are POSITIVE EAST.,,OGP,2004/01/06,1996.280 2003.370,1,0
+4269,NAD83,1350,geographic 2D,6422,6269,,,,,Geodetic survey.,"This CRS includes longitudes which are POSITIVE EAST. The adjustment included connections to Greenland and Mexico but the system has not been adopted there. Except in Alaska, for applications with an accuracy of better than 1m replaced by NAD83(HARN).",,OGP,2007/01/19,2003.370 2006.464 2006.903,1,0
+4270,Nahrwan 1967,1351,geographic 2D,6422,6270,,,,,Geodetic survey.,"In Iraq, replaces Nahrwan 1934 and replaced by Karbala 1979 (Polservice).",,OGP,2006/06/02,2003.370 2006.340,1,0
+4271,Naparima 1972,1322,geographic 2D,6422,6271,,,,,Geodetic survey.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,OGP,2004/01/06,2003.370,1,0
+4272,NZGD49,3285,geographic 2D,6422,6272,,,,,Geodetic survey.,Replaced by NZGD49 in March 2000.,New Zealand Department of Lands and Surveys Technical Report No. 1; 1978.,OGP,2004/01/06,2000.702 2003.370,1,0
+4273,NGO 1948,1352,geographic 2D,6422,6273,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4274,Datum 73,1294,geographic 2D,6422,6274,,,,,Geodetic survey.,,"Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/",OGP,2004/01/06,2003.370,1,0
+4275,NTF,1326,geographic 2D,6422,6275,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4276,NSWC 9Z-2,1262,geographic 2D,6422,6276,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4277,OSGB 1936,1264,geographic 2D,6422,6277,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4278,OSGB70,1264,geographic 2D,6422,6278,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4279,OS(SN)80,1354,geographic 2D,6422,6279,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4280,Padang,1355,geographic 2D,6422,6280,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4281,Palestine 1923,1356,geographic 2D,6422,6281,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4282,Pointe Noire,1072,geographic 2D,6422,6282,,,,,Geodetic survey.,,,OGP,2004/01/06,2002.050 2003.370,1,0
+4283,GDA94,2575,geographic 2D,6422,6283,4939,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4284,Pulkovo 1942,1357,geographic 2D,6422,6284,,,,,Geodetic survey.,For Germany see Pulkovo 1942(83); for Poland see Pulkovo 1942(58).,,OGP,2004/01/06,2003.370,1,0
+4285,Qatar 1974,1346,geographic 2D,6422,6285,,,,,Geodetic survey.,,Qatar Centre for Geographic Information.,OGP,2004/01/06,2000.290 2001.270 2003.370,1,0
+4286,Qatar 1948,1346,geographic 2D,6422,6286,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4287,Qornoq,1107,geographic 2D,6402,6287,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,OGP,1995/06/02,,1,1
+4288,Loma Quintana,1313,geographic 2D,6422,6288,,,,,Geodetic survey.,Replaced by La Canoa (code 4247).,,OGP,2004/01/06,2003.370,1,0
+4289,Amersfoort,1275,geographic 2D,6422,6289,,,,,Geodetic survey.,,http://www.rdnap.nl/,OGP,2005/09/29,2003.370 2005.370,1,0
+4291,SAD69,1358,geographic 2D,6402,6291,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.251. Error introduced if not using the truncated precision is 0 to 31mm.,,OGP,1995/06/02,1997.252,1,1
+4292,Sapper Hill 1943,3247,geographic 2D,6422,6292,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4293,Schwarzeck,1169,geographic 2D,6422,6293,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4294,Segora,1359,geographic 2D,6402,6294,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,OGP,1995/06/02,,1,1
+4295,Serindung,1360,geographic 2D,6422,6295,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4296,Sudan,1361,geographic 2D,6402,6296,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,OGP,1995/06/02,,1,1
+4297,Tananarive,3273,geographic 2D,6422,6297,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4298,Timbalai 1948,1362,geographic 2D,6422,6298,,,,,Geodetic survey.,Adopts metric conversion of 39.370147 inches per metre. Replaced by GDM2000 (CRS code 4742).,,OGP,2004/01/06,2003.370,1,0
+4299,TM65,1305,geographic 2D,6422,6299,,,,,Basis for topographic mapping in Republic of Ireland between 1965 and 1975; for scientific purposes only in Northern Ireland.,Replaced by 1975 Mapping Adjustment alias TM75 (CRS code 4300). Not to be confused with the Geodetic Datum of 1965 (datum code 6300) which is used by TM75.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2006/01/16,2002.621 2003.370 2005.880,1,0
+4300,TM75,1305,geographic 2D,6422,6300,,,,,Basis for topographic mapping.,"Uses Geodetic Datum of 1965 which should not be confused with the 1965 adjustment (TM65, datum code 6299 and CRS code 4299). Replaces OSNI52 (CRS code 4188) and TM65 (CRS code 4299). Replaced by IRENET95 (CRS code 4173).","""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2004/01/06,2002.621 2003.370,1,0
+4301,Tokyo,1364,geographic 2D,6422,6301,,,,,Geodetic survey.,Replaced by JGD2000 (code 4612) from April 2002.,Geographic Survey Institute; Japan; Bulletin 40 (March 1994). Also http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2004/01/06,2002.080 2003.370,1,0
+4302,Trinidad 1903,1339,geographic 2D,6422,6302,,,,,Geodetic survey.,,,OGP,2005/07/01,2003.370 2005.330,1,0
+4303,TC(1948),1363,geographic 2D,6422,6303,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4304,Voirol 1875,1365,geographic 2D,6422,6304,,,,,Geodetic survey.,The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).,IGN Paris,OGP,2004/01/06,2003.361 2003.370,1,0
+4306,Bern 1938,1286,geographic 2D,6422,6306,,,,,Used for the geographic coordinates overprinted on topographic maps constructed on the CH1903 / LV03 projected CS (code 21781).,,,OGP,2004/01/06,2003.370,1,0
+4307,Nord Sahara 1959,1365,geographic 2D,6422,6307,,,,,Geodetic survey.,Adjustment includes Morocco and Tunisia but use only in Algeria. Sometimes incorrectly referred to as Voirol Unifie 1960. Voirol Unifie 1960 is NOT a GeogCRS: it is two projected coordinate reference systems based on Nord Sahara 1959. See codes 30791-92.,"""Le System Geodesique Nord-Sahara""; IGN Paris",OGP,2004/01/06,2000.470 2002.560 2003.370,1,0
+4308,RT38,3313,geographic 2D,6422,6308,,,,,Geodetic survey.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2004/01/06,1997.090 2003.370,1,0
+4309,Yacare,1247,geographic 2D,6422,6309,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4310,Yoff,1207,geographic 2D,6422,6310,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4311,Zanderij,1222,geographic 2D,6422,6311,,,,,Geodetic survey.,Introduced in 1975.,Shell International,OGP,2004/01/06,2003.370,1,0
+4312,MGI,1321,geographic 2D,6422,6312,,,,,Geodetic survey.,"In Slovenia, replaced by D96 (CRS code 4765).",Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2008/04/04,2003.370 2008.019,1,0
+4313,Belge 1972,1347,geographic 2D,6422,6313,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4314,DHDN,2326,geographic 2D,6422,6314,,,,,Geodetic survey.,See also RD/83 for Saxony and PD/83 for Thuringen. For national digital cartographic purposes used across all German states.,OGP,OGP,2006/06/12,2003.370 2006.410 2007.061,1,0
+4315,Conakry 1905,3257,geographic 2D,6422,6315,,,,,Geodetic survey.,Replaced by Dabola 1981 (EPSG code 4155).,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4316,Dealul Piscului 1933,3295,geographic 2D,6422,6316,,,,,Geodetic survey.,Replaced by 1970 system (geogCRS code 4317).,,OGP,2004/04/07,2003.370 2004.210,1,0
+4317,Dealul Piscului 1970,1197,geographic 2D,6422,6317,,,,,Geodetic survey.,Replaces 1933 system (geogCRS code 4316).,,OGP,2004/04/07,2003.370 2004.210,1,0
+4318,NGN,3267,geographic 2D,6422,6318,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4319,KUDAMS,1310,geographic 2D,6422,6319,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4322,WGS 72,1262,geographic 2D,6422,6322,4985,15593,,,Horizontal component of 3D system.,Replaced by WGS 84.,,OGP,2007/08/27,2003.370 2007.079,1,0
+4324,WGS 72BE,1262,geographic 2D,6422,6324,4987,15593,,,Horizontal component of 3D system.,Broadcast ephemeris. Replaced by WGS 84.,,OGP,2007/08/27,2003.370 2007.079,1,0
+4326,WGS 84,1262,geographic 2D,6422,6326,4979,15593,,,Horizontal component of 3D system. Used by the GPS satellite navigation system and for NATO military geodetic surveying.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2002.151 2003.370 2006.810 2007.079,1,0
+4327,WGS 84 (geographic 3D),1262,geographic 3D,6401,6326,,,,,Used by the GPS satellite navigation system.,,NIMA TR8350.2 January 2000 revision. http://164.214.2.59/GandG/tr8350_2.html,OGP,2002/06/22,2002.151,1,1
+4328,WGS 84 (geocentric),1262,geocentric,6500,6326,,,,,Used by the GPS satellite navigation system.,,NIMA TR8350.2 January 2000 revision. http://164.214.2.59/GandG/tr8350_2.html,OGP,2002/06/22,2002.151,1,1
+4329,WGS 84 (3D),2830,geographic 3D,6401,6326,,,,,Used by the GPS satellite navigation system.,,,OGP,2002/12/07,,1,1
+4330,ITRF88 (geocentric),1262,geocentric,6500,6647,,,,,Geodesy.,Superseded by ITRF89 (code 4331).,International Earth Rotation Service (IERS) Annual Report for 1988. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2002/11/29,,1,1
+4331,ITRF89 (geocentric),1262,geocentric,6500,6648,,,,,Geodesy.,Supersedes ITRF88 (code 4330). Superseded by ITRF91 (code 4332).,International Earth Rotation Service (IERS) Technical Note #6. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2002/11/29,,1,1
+4332,ITRF90 (geocentric),1262,geocentric,6500,6649,,,,,Geodesy.,Supersedes ITRF89 (code 4331). Superseded by ITRF91 (code 4333).,International Earth Rotation Service (IERS) Technical Note #9. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2002/11/29,,1,1
+4333,ITRF91 (geocentric),1262,geocentric,6500,6650,,,,,Geodesy.,Supersedes ITRF90 (code 4332). Superseded by ITRF92 (code 4334).,International Earth Rotation Service (IERS) Technical Note #12. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2002/11/29,,1,1
+4334,ITRF92 (geocentric),1262,geocentric,6500,6651,,,,,Geodesy.,Supersedes ITRF91 (code 4333). Superseded by ITRF93 (code 4335).,International Earth Rotation Service (IERS) Technical Note #15. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2002/11/29,,1,1
+4335,ITRF93 (geocentric),1262,geocentric,6500,6652,,,,,Geodesy.,Supersedes ITRF92 (code 4334). Superseded by ITRF94 (code 4336).,International Earth Rotation Service (IERS) Technical Note #18. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2002/11/29,,1,1
+4336,ITRF94 (geocentric),1262,geocentric,6500,6653,,,,,Geodesy.,Supersedes ITRF93 (code 4335). Superseded by ITRF96 (code 4337).,International Earth Rotation Service (IERS) Technical Note #20. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2002/11/29,,1,1
+4337,ITRF96 (geocentric),1262,geocentric,6500,6654,,,,,Geodesy.,Supersedes ITRF94 (code 4336). Superseded by ITRF97 (code 4338).,International Earth Rotation Service (IERS) Technical Note #24. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2002/11/29,,1,1
+4338,ITRF97 (geocentric),1262,geocentric,6500,6655,,,,,Geodesy.,Supersedes ITRF96 (code 4337). Superseded by ITRF2000 (code 4385).,International Earth Rotation Service (IERS) Technical Note #27. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2002/11/29,,1,1
+4339,Australian Antarctic (3D),1278,geographic 3D,6401,6176,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Standards Australia,OGP,2002/12/07,,1,1
+4340,Australian Antarctic (geocentric),1278,geocentric,6500,6176,,,,,Geodetic survey.,,Standards Australia,OGP,2002/12/07,,1,1
+4341,EST97 (3D),1090,geographic 3D,6401,6180,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2002/12/07,,1,1
+4342,EST97 (geocentric),1090,geocentric,6500,6180,,,,,Geodetic survey.,,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2002/12/07,,1,1
+4343,CHTRF95 (3D),1286,geographic 3D,6401,6151,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,OGP,2002/12/07,,1,1
+4344,CHTRF95 (geocentric),1286,geocentric,6500,6151,,,,,Geodetic survey.,,,OGP,2002/12/07,,1,1
+4345,ETRS89 (3D),1298,geographic 3D,6401,6258,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,Norwegian Geodetic Institute geodetic publication 1990:1,OGP,2002/12/07,,1,1
+4346,ETRS89 (geocentric),1298,geocentric,6500,6258,,,,,Geodetic survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,Norwegian Geodetic Institute geodetic publication 1990:1,OGP,2002/12/07,,1,1
+4347,GDA94 (3D),1036,geographic 3D,6423,6283,,,,,Geodetic survey.,"Horizontal coordinates referenced to this CRS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user.",Australian Surveying and Land Information Group Internet WWW page.,OGP,2003/12/31,2003.370,1,1
+4348,GDA94 (geocentric),1036,geocentric,6500,6283,,,,,Geodetic survey.,,Australian Surveying and Land Information Group Internet WWW page.,OGP,2002/12/07,,1,1
+4349,Hartebeesthoek94 (3D),1215,geographic 3D,6401,6148,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2002/12/07,,1,1
+4350,Hartebeesthoek94 (geocentric),1215,geocentric,6500,6148,,,,,Geodetic survey.,,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2002/12/07,,1,1
+4351,IRENET95 (3D),1305,geographic 3D,6401,6173,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Ordnance Survey of Ireland,OGP,2002/12/07,,1,1
+4352,IRENET95 (geocentric),1305,geocentric,6500,6173,,,,,Geodetic survey.,,Ordnance Survey of Ireland,OGP,2002/12/07,,1,1
+4353,JGD2000 (3D),1129,geographic 3D,6401,6612,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Japanese Survey Federation.,OGP,2002/12/07,,1,1
+4354,JGD2000 (geocentric),1129,geocentric,6500,6612,,,,,Geodetic survey.,,Japanese Survey Federation.,OGP,2002/12/07,,1,1
+4355,LKS94 (ETRS89) (3D),1145,geographic 3D,6401,6126,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,,OGP,2002/12/07,,1,1
+4356,LKS94 (ETRS89) (geocentric),1145,geocentric,6500,6126,,,,,Geodetic survey.,,,OGP,2002/12/07,,1,1
+4357,Moznet (3D),1167,geographic 3D,6401,6130,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2002/12/07,,1,1
+4358,Moznet (geocentric),1167,geocentric,6500,6130,,,,,Geodetic survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2002/12/07,,1,1
+4359,NAD83(CSRS) (3D),2784,geographic 3D,6401,6140,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Service New Brunswick Land and Information Standards Manual,OGP,2002/12/07,,1,1
+4360,NAD83(CSRS) (geocentric),2784,geocentric,6500,6140,,,,,Geodetic survey.,,Service New Brunswick Land and Information Standards Manual,OGP,2002/12/07,,1,1
+4361,NAD83(HARN) (3D),1337,geographic 3D,6401,6152,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,National Geodetic Survey,OGP,2002/12/07,,1,1
+4362,NAD83(HARN) (geocentric),1337,geocentric,6500,6152,,,,,Geodetic survey.,,National Geodetic Survey,OGP,2002/12/07,,1,1
+4363,NZGD2000 (3D),1175,geographic 3D,6401,6167,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Land Information New Zealand.,OGP,2002/12/07,,1,1
+4364,NZGD2000 (geocentric),1175,geocentric,6500,6167,,,,,Geodetic survey.,,Land Information New Zealand.,OGP,2002/12/07,,1,1
+4365,POSGAR 98 (3D),1033,geographic 3D,6401,6190,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,Densification in Argentina of SIRGAS.,http://www.igm.gov.ar/posgar.html,OGP,2002/12/07,,1,1
+4366,POSGAR 98 (geocentric),1033,geocentric,6500,6190,,,,,Geodetic survey.,A geodetic network of 127 high accuracy surved points that define the National Geodetic System (Sistema Geodésico Nacional). Densification of SIRGAS 1995.,http://www.igm.gov.ar/posgar.html,OGP,2002/12/07,,1,1
+4367,REGVEN (3D),1251,geographic 3D,6401,6189,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,Densification in Venezuela of SIRGAS.,Servicio Autonomo de Geografia y Cartografia Nacional.,OGP,2002/12/07,,1,1
+4368,REGVEN (geocentric),1251,geocentric,6500,6189,,,,,Geodetic survey.,Densification in Venezuela of SIRGAS.,Servicio Autonomo de Geografia y Cartografia Nacional.,OGP,2002/12/07,,1,1
+4369,RGF93 (3D),1096,geographic 3D,6401,6171,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,TotalFinaElf,OGP,2002/12/07,,1,1
+4370,RGF93 (geocentric),1096,geocentric,6500,6171,,,,,Geodetic survey.,,TotalFinaElf,OGP,2002/12/07,,1,1
+4371,RGFG95 (3D),1097,geographic 3D,6401,6624,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,IGN Paris,OGP,2002/12/07,,1,1
+4372,RGFG95 (geocentric),1097,geocentric,6500,6624,,,,,Geodetic survey.,,IGN Paris,OGP,2002/12/07,,1,1
+4373,RGR92 (3D),1196,geographic 3D,6401,6627,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,IGN Paris,OGP,2002/12/07,,1,1
+4374,RGR92 (geocentric),1196,geocentric,6500,6627,,,,,Geodetic survey.,,IGN Paris,OGP,2002/12/07,,1,1
+4375,SIRGAS (3D),1341,geographic 3D,6401,6170,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,NIMA TR8350.2 revision of January 2000.,OGP,2002/12/07,,1,1
+4376,SIRGAS (geocentric),1341,geocentric,6500,6170,,,,,Geodetic survey.,,NIMA TR8350.2 revision of January 2000.,OGP,2002/12/07,,1,1
+4377,SWEREF99 (3D),1225,geographic 3D,6401,6619,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2002/12/07,,1,1
+4378,SWEREF99 (geocentric),1225,geocentric,6500,6619,,,,,Geodetic survey.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2002/12/07,,1,1
+4379,Yemen NGN96 (3D),1257,geographic 3D,6401,6163,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,IGN Paris,OGP,2002/12/07,,1,1
+4380,Yemen NGN96 (geocentric),1257,geocentric,6500,6163,,,,,Geodetic survey.,,IGN Paris,OGP,2002/12/07,,1,1
+4381,RGNC 1991 (3D),1174,geographic 3D,6401,6645,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,"Supersedes older local 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4635, 4650-53 and 4662).",Service Topographique de la Nouvelle Caledonie,OGP,2003/08/14,2003.240,1,1
+4382,RGNC 1991 (geocentric),1174,geocentric,6500,6645,,,,,Geodetic survey.,"Supersedes older local geographic 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 463, 4635, 4650-53 and 4662).",Service Topographique de la Nouvelle Caledonie,OGP,2003/08/14,2003.240,1,1
+4383,RRAF 1991 (3D),2824,geographic 3D,6401,6640,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,Supersedes older local 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.,IGN Paris,OGP,2002/11/29,,1,1
+4384,RRAF 1991 (geocentric),2824,geocentric,6500,6640,,,,,Geodetic survey.,Supersedes older local geographic 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.,IGN Paris,OGP,2002/11/29,,1,1
+4385,ITRF2000 (geocentric),2830,geocentric,6500,6656,,,,,Geodesy.,Supersedes ITRF97 (code 4336).,IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2002/11/29,,1,1
+4386,ISN93 (3D),1120,geographic 3D,6401,6659,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Landmaelingar Islands (National Survey of Iceland).,OGP,2003/06/27,,1,1
+4387,ISN93 (geocentric),1120,geocentric,6500,6659,,,,,Geodetic survey.,,Landmaelingar Islands (National Survey of Iceland).,OGP,2003/06/27,,1,1
+4388,LKS92 (3D),1139,geographic 3D,6401,6661,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu,OGP,2003/06/27,,1,1
+4389,LKS92 (geocentric),1139,geocentric,6500,6661,,,,,Geodetic survey.,,,OGP,2003/06/27,,1,1
+4600,Anguilla 1957,3214,geographic 2D,6422,6600,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4601,Antigua 1943,1273,geographic 2D,6422,6601,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4602,Dominica 1945,3239,geographic 2D,6422,6602,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4603,Grenada 1953,1551,geographic 2D,6422,6603,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4604,Montserrat 1958,3279,geographic 2D,6422,6604,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4605,St. Kitts 1955,3297,geographic 2D,6422,6605,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4606,St. Lucia 1955,3298,geographic 2D,6422,6606,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4607,St. Vincent 1945,3300,geographic 2D,6422,6607,,,,,Geodetic survey.,,,OGP,2004/01/06,2003.370,1,0
+4608,NAD27(76),1367,geographic 2D,6422,6608,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,OGP,2004/01/06,2003.370,1,0
+4609,NAD27(CGQ77),1368,geographic 2D,6422,6609,,,,,Geodetic survey.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,,OGP,2004/01/06,2003.370,1,0
+4610,Xian 1980,3228,geographic 2D,6422,6610,,,,,Geodetic survey.,Replaces Beijing 1954 (code 4214).,,OGP,2004/01/06,2003.370,1,0
+4611,Hong Kong 1980,1118,geographic 2D,6422,6611,,,,,Geodetic survey.,Replaces Hong Kong 1963 and Hong Kong 1963(67).,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2006/02/06,2003.370 2005.260,1,0
+4612,JGD2000,1129,geographic 2D,6422,6612,4947,15593,,,Horizontal component of 3D system.,Replaces Tokyo (code 4301) from April 2002.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4613,Segara,1360,geographic 2D,6422,6613,,,,,Geodetic survey.,,OGP,OGP,2004/01/06,2003.370,1,0
+4614,QND95,1346,geographic 2D,6422,6614,,,,,Geodetic survey.,,Qatar Centre for Geographic Information.,OGP,2004/01/06,2003.370,1,0
+4615,Porto Santo,1314,geographic 2D,6422,6615,,,,,Geodetic survey.,Replaced by 1995 system (CRS code 4663).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,OGP,2004/01/06,2003.231 2003.232 2003.370,1,0
+4616,Selvagem Grande,2779,geographic 2D,6422,6616,,,,,Geodetic survey.,,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,OGP,2004/01/06,2003.232 2003.370,1,0
+4617,NAD83(CSRS),1061,geographic 2D,6422,6140,4955,15593,,,Horizontal component of 3D system.,Note: this coordinate system includes longitudes which are POSITIVE EAST.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2006.392 2007.026 2007.079,1,0
+4618,SAD69,1358,geographic 2D,6422,6618,,,,,Geodetic survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2004/01/06,2003.370,1,0
+4619,SWEREF99,1225,geographic 2D,6422,6619,4977,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4620,Point 58,2790,geographic 2D,6422,6620,,,,,Geodetic survey.,The 12th parallel traverse of 1966-70 is connected to the Adindan network in western Sudan (geogCRS code 4201).,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4621,Fort Marigot,2828,geographic 2D,6422,6621,,,,,Geodetic survey.,Replaced by RRAF 1991 (CRS code 4640).,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4622,Guadeloupe 1948,2829,geographic 2D,6422,6622,,,,,Geodetic survey.,Replaced by RRAF 1991 (CRS code 4640).,IGN Paris,OGP,2004/10/14,2003.370 2004.561,1,0
+4623,CSG67,3105,geographic 2D,6422,6623,,,,,Geodetic survey.,,IGN Paris,OGP,2005/04/24,2003.370 2004.562,1,0
+4624,RGFG95,1097,geographic 2D,6422,6624,4967,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4625,Martinique 1938,3276,geographic 2D,6422,6625,,,,,Geodetic survey.,Replaced by RRAF 1991 (CRS code 4640).,IGN Paris,OGP,2004/10/14,2003.370 2004.561,1,0
+4626,Reunion 1947,3337,geographic 2D,6422,6626,,,,,Geodetic survey.,Replaced by RGR92 (code 4627).,IGN Paris,OGP,2004/10/14,2003.370 2004.561,1,0
+4627,RGR92,1196,geographic 2D,6422,6627,4971,15593,,,Horizontal component of 3D system.,Replaces Piton des Neiges (code 4626).,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4628,Tahiti 52,2811,geographic 2D,6422,6628,,,,,Geodetic survey.,Replaced by Tahiti 79 (CRS code 4690) in Tahiti and Moorea 87 (CRS code 4691) in Moorea.,IGN Paris,OGP,2005/08/12,2003.370 2005.380,1,0
+4629,Tahaa 54,2812,geographic 2D,6422,6629,,,,,Geodetic survey.,"Replaced by RGPF, CRS code 4687.",IGN Paris,OGP,2005/08/12,2003.370 2005.380,1,0
+4630,IGN72 Nuku Hiva,3129,geographic 2D,6422,6630,,,,,Geodetic survey.,"Replaced by RGPF, CRS code 4687.",IGN Paris,OGP,2005/08/12,2003.370 2005.380,1,0
+4631,K0 1949,2816,geographic 2D,6422,6631,,,,,Geodetic survey.,,IGN Paris,OGP,2004/01/06,2003.370,1,1
+4632,Combani 1950,3340,geographic 2D,6422,6632,,,,,Geodetic survey.,,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4633,IGN56 Lifou,2814,geographic 2D,6422,6633,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2003.370 2006.620,1,0
+4634,IGN72 Grand Terre,2822,geographic 2D,6402,6634,,,,,Geodetic survey. Recommended coordinate axis representation for the human interface.,Superseded by RGNC 1991 (CRS code 4645).,Service Topographique de la Nouvelle Caledonie,OGP,2002/11/29,,1,1
+4635,ST87 Ouvea,2813,geographic 2D,6422,6635,,,,,Geodetic survey.,Superseded by RGNC 1991 (CRS code 4645).,Service Topographique de la Nouvelle Caledonie,OGP,2004/01/06,2003.370,1,1
+4636,Petrels 1972,2817,geographic 2D,6422,6636,,,,,Geodetic survey.,,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4637,Perroud 1950,2818,geographic 2D,6422,6637,,,,,Geodetic survey.,,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4638,Saint Pierre et Miquelon 1950,1220,geographic 2D,6422,6638,,,,,Geodetic survey.,,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4639,MOP78,2815,geographic 2D,6422,6639,,,,,Geodetic survey.,,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4640,RRAF 1991,2824,geographic 2D,6422,6640,4973,15593,,,Horizontal component of 3D system.,Replaces older local systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4641,IGN53 Mare,2819,geographic 2D,6422,6641,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2003.370 2006.620,1,0
+4642,ST84 Ile des Pins,2820,geographic 2D,6422,6642,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2003.370 2006.620,1,0
+4643,ST71 Belep,2821,geographic 2D,6422,6643,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,IGN Paris,OGP,2006/07/21,2003.370 2006.620,1,0
+4644,NEA74 Noumea,2823,geographic 2D,6422,6644,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2003.370 2006.620,1,0
+4645,RGNC 1991,1174,geographic 2D,6422,6645,4969,15539,,,Horizontal component of 3D system.,"Supersedes older local systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4635, 4641-44 and 4662).",EPSG. See 3D CRS for original information source.,OGP,2004/01/06,2003.240 2003.370,1,1
+4646,Grand Comoros,2807,geographic 2D,6422,6646,,,,,Geodetic survey.,,IGN Paris,OGP,2004/01/06,2003.370,1,0
+4657,Reykjavik 1900,3262,geographic 2D,6422,6657,,,,,Geodetic survey.,See ellipsoid remarks.,Landmaelingar Islands (National Survey of Iceland).,OGP,2004/01/06,2003.370,1,0
+4658,Hjorsey 1955,3262,geographic 2D,6422,6658,,,,,Geodetic survey.,,Landmaelingar Islands (National Survey of Iceland).,OGP,2004/01/06,2003.370,1,0
+4659,ISN93,1120,geographic 2D,6422,6659,4945,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4660,Helle 1954,2869,geographic 2D,6422,6660,,,,,Geodetic survey.,,Statens kartverk,OGP,2004/01/06,2003.370,1,0
+4661,LKS92,1139,geographic 2D,6422,6661,4949,15593,,,Horizontal component of 3D system.,This name is also used for a projected CRS (see projCRS code 3059).,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2007.079,1,0
+4662,IGN72 Grande Terre,2822,geographic 2D,6422,6634,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2003.370 2006.620,1,0
+4663,Porto Santo 1995,1314,geographic 2D,6422,6663,,,,,Geodetic survey.,Replaces 1936 system (CRS code 4615).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,OGP,2004/01/06,2003.370,1,0
+4664,Azores Oriental 1995,1345,geographic 2D,6422,6664,,,,,Geodetic survey.,Replaces 1948 system (CRS code 4184).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,OGP,2004/01/06,2003.370,1,0
+4665,Azores Central 1995,1301,geographic 2D,6422,6665,,,,,Geodetic survey.,Replaces 1948 system (CRS code 4183).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt,OGP,2004/01/06,2003.370,1,0
+4666,Lisbon 1890,1294,geographic 2D,6422,6666,,,,,Geodetic survey.,Replaced by Lisbon 1937 system which uses International 1924 ellipsoid (code 4207).,"Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/",OGP,2004/01/06,2003.370,1,0
+4667,IKBD-92,2876,geographic 2D,6422,6667,,,,,Geodetic survey.,,"United Nations Iraq-Kuwait Boundary Demarcation Commission, Final Report, May 1993.",OGP,2004/01/06,2003.370,1,0
+4668,ED79,1297,geographic 2D,6422,6668,,,,,Geodetic survey.,,,OGP,2005/05/27,2003.370 2005.180,1,0
+4669,LKS94,1145,geographic 2D,6422,6126,4951,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2003.370 2006.310 2007.079,1,0
+4670,IGM95,1127,geographic 2D,6422,6670,4983,15593,,,Horizontal component of 3D system.,,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4671,Voirol 1879,1365,geographic 2D,6422,6671,,,,,Geodetic survey.,The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).,IGN Paris,OGP,2004/01/06,,1,0
+4672,Chatham Islands 1971,2889,geographic 2D,6422,6672,,,,,Geodetic survey.,Replaced by CI1979.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",OGP,2008/04/04,2008.023,1,0
+4673,Chatham Islands 1979,2889,geographic 2D,6422,6673,,,,,Geodetic survey.,Replaces CI1971. Replaced by NZGD2000 from March 2000.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",OGP,2008/04/04,2008.023,1,0
+4674,SIRGAS 2000,3418,geographic 2D,6422,6674,4989,15593,,,Horizontal component of 3D system.,Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2006.465 2007.079,1,0
+4675,Guam 1963,3255,geographic 2D,6422,6675,,,,,"Topographic mapping, engineering survey, cadastral survey.",,National Geodetic Survey,OGP,2004/04/22,,1,0
+4676,Vientiane 1982,1138,geographic 2D,6422,6676,,,,,Medium and small scale topographic mapping.,Replaced by Lao 1993 and then by Lao 1997. Vientiane 1982 coordinate values are within 3m of Lao 1997 values.,National Geographic Department,OGP,2004/04/27,,1,0
+4677,Lao 1993,1138,geographic 2D,6422,6677,4991,15593,,,Horizontal component of 3D system.,Replaces Vientiane 1982. Replaced by Lao 1997. Lao 1993 coordinate values are within 1m of Lao 1997 values.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4678,Lao 1997,1138,geographic 2D,6422,6678,4993,15593,,,Horizontal component of 3D system.,Replaces Lao 1993 which in turn replaced Vientiane 1982. Lao 1993 coordinate values are within 1m of Lao 1997 values. Vientiane 1982 coordinate values are within 3m of Lao 1997 values.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4679,Jouik 1961,2967,geographic 2D,6422,6679,,,,,Hydrographic charting.,Replaced by Mauritania 1999 (CRS code 4702).,Woodside,OGP,2006/06/12,2006.440,1,0
+4680,Nouakchott 1965,2968,geographic 2D,6422,6680,,,,,Hydrographic charting.,Replaced by Mauritania 1999 (CRS code 4702).,Woodside,OGP,2006/06/12,2006.440,1,0
+4681,Mauritania 1999,1157,geographic 2D,6422,6681,,,,,"Minerals management, topographic mapping.","Mining title descriptions referring to ""Clarke 1880 ellipsoid"" should be assumed to be referenced to this CRS. Supersedes all earlier local systems.",Woodside,OGP,2004/10/14,,1,1
+4682,Gulshan 303,1041,geographic 2D,6422,6682,,,,,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Survey of Bangladesh via IGN Paris and Tullow Oil.,OGP,2006/06/22,2006.470,1,0
+4683,PRS92,1190,geographic 2D,6422,6683,4995,15593,,,Horizontal component of 3D system.,Replaces Luzon 19111 (CRS code 4253).,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4684,Gan 1970,3274,geographic 2D,6422,6684,,,,,Geodetic survey.,"In some references incorrectly named ""Gandajika 1970"". See CRS ""Gandajika"", code 4685, from the Democratic Republic of the Congo (Zaire).",Various industry sources,OGP,2005/04/14,,1,0
+4685,Gandajika,1259,geographic 2D,6422,6685,,,,,Geodetic survey.,"In some references incorrectly attributed to the Maldives. See CRS ""Gan 1970"", code 4684.",Various industry sources,OGP,2005/04/14,,1,1
+4686,MAGNA-SIRGAS,3229,geographic 2D,6422,6686,4997,15593,,,Horizontal component of 3D system.,Replaces Bogota 1975 (CRS code .4218).,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4687,RGPF,1098,geographic 2D,6422,6687,4999,15593,,,Horizontal component of 3D system.,"Replaces Tahaa 54 (CRS code 4629), IGN 63 Hiva Oa (4689), IGN 72 Nuku Hiva (4630), Maupiti 83 (4692), MHEFO 55 (4688), Moorea 87 (4691) and Tahiti 79 (4690).",EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4688,Fatu Iva 72,3133,geographic 2D,6422,6688,,,,,Hydrographic and topographic survey.,"Recomputed by IGN in 1972 using origin and observations of 1953-1955 Mission Hydrographique des Etablissement Francais d'Oceanie (MHEFO 55). Replaced by RGPF, CRS code 4687.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+4689,IGN63 Hiva Oa,3130,geographic 2D,6422,6689,,,,,Hydrographic and topographic survey.,"Replaced by RGPF, CRS code 4687.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+4690,Tahiti 79,3124,geographic 2D,6422,6690,,,,,Hydrographic and topographic survey.,Replaces Tahiti 52 (CRS code 4628) in Tahiti. Replaced by RGPF (CRS code 4687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+4691,Moorea 87,3125,geographic 2D,6422,6691,,,,,Hydrographic and topographic survey.,Replaces Tahiti 52 (CRS code 4628) in Moorea. Replaced by RGPF (CRS code 4687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+4692,Maupiti 83,3126,geographic 2D,6422,6692,,,,,Hydrographic and topographic survey.,"Replaced by RGPF, CRS code 4687.","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,1,0
+4693,Nakhl-e Ghanem,2362,geographic 2D,6422,6693,,,,,Engineering survey for onshore facilities for South Pars phase 11 and Pars LNG.,,Total,OGP,2005/08/17,,1,0
+4694,POSGAR 94,1033,geographic 2D,6422,6694,4929,15593,,,Horizontal component of 3D system.,Legally adopted in May 1997. Replaced by POSGAR 98 for many practical purposes.,EPSG. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4695,Katanga 1955,3147,geographic 2D,6422,6695,,,,,Geodetic survey.,,"Clifford J. Mugnier, in Photogrammetric Engineering and Remote Sensing, June 2005.",OGP,2005/09/30,,1,0
+4696,Kasai 1953,3148,geographic 2D,6422,6696,,,,,Geodetic survey.,,Institute Geographique du Congo.,OGP,2005/09/30,,1,0
+4697,IGC 1962 6th Parallel South,3149,geographic 2D,6422,6697,,,,,Geodetic survey.,,Institute Geographique du Congo.,OGP,2005/09/30,,1,0
+4698,IGN 1962 Kerguelen,2816,geographic 2D,6422,6698,,,,,Geodetic survey.,,IGN Paris,OGP,2005/11/23,,1,0
+4699,Le Pouce 1934,3209,geographic 2D,6422,6699,,,,,Geodetic survey.,"Densified with a GPS-derived coordinate set for 80 stations in 1994. This 1994 coordinate set is sometimes referred to as ""Mauritius 1994"".","Cartography Section, Ministry of Housing and Land.",OGP,2006/01/16,,1,0
+4700,IGN Astro 1960,1157,geographic 2D,6422,6700,,,,,"Minerals management, topographic mapping.","Mining title descriptions referring only to ""Clarke 1880 ellipsoid"" should be assumed to be referenced to this CRS. Oil industry considers Mining Cadastre 1999 to be exactly defined through tfm codes 15857-9. Replaced by Mauritania 1999 (code 4702).",OGP,OGP,2006/06/12,2006.440,1,0
+4701,IGCB 1955,3171,geographic 2D,6422,6701,,,,,Geodetic survey.,"Replaced by IGC 1962 Arc of the 6th Parallel South, except for oil industry activities.",Institut Geographique du Bas Congo.,OGP,2005/11/28,,1,0
+4702,Mauritania 1999,1157,geographic 2D,6422,6702,4925,15593,,,Horizontal component of 3D system.,Replaces all earlier CRSs.,OGP. See 3D CRS for original information source.,OGP,2007/08/27,2006.440 2007.079,1,0
+4703,Mhast 1951,1318,geographic 2D,6422,6703,,,,,Coastal hydrography. Not used by oil industry.,A variation of this system has been adopted by the oil industry but using the International 1924 ellipsoid - see Mhast (onshore) and Mhast (offshore) (codes 4704 and 4705).,Various industry sources.,OGP,2006/01/03,,1,0
+4704,Mhast (onshore),3179,geographic 2D,6422,6704,,,,,Oil industry exploration and production onshore. Also offshore before 1979.,"Adopted by CABGOC with intention of being Mhast 1951 (CRS code 4703) but because it uses a different ellipsoid it is a different system. From 1979, offshore use replaced by Mhast (offshore) (CRS code 4705) from which this CRS differes by approx. 10m.",ChevronTexaco.,OGP,2006/01/06,,1,0
+4705,Mhast (offshore),3180,geographic 2D,6422,6705,,,,,Oil industry exploration and production between 1979 and 1987.,Used by CABGOC. Differs from Mhast (onshore) by approximately 10m. Replaced by Malongo 1987 (CRS code 4259) in 1987.,ChevronTexaco.,OGP,2006/01/06,,1,0
+4706,Egypt Gulf of Suez S-650 TL,2341,geographic 2D,6422,6706,,,,,Oil industry exploration and production in Gulf of Suez after 1980.,Differs from Egypt 1907 (CRS code 4229) by approximately 20m.,Various industry sources.,OGP,2006/01/31,,1,0
+4707,Tern Island 1961,3181,geographic 2D,6422,6707,,,,,Military and topographic mapping.,,"DMA / NIMA / NGA TR8350.2 (original 1987 first edition and 3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,1,0
+4708,Cocos Islands 1965,1069,geographic 2D,6422,6708,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4709,Iwo Jima 1945,3200,geographic 2D,6422,6709,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4710,St. Helena 1971,3183,geographic 2D,6422,6710,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4711,Marcus Island 1952,3203,geographic 2D,6422,6711,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4712,Ascension Island 1958,3182,geographic 2D,6422,6712,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4713,Ayabelle Lighthouse,1081,geographic 2D,6422,6713,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4714,Bellevue,3193,geographic 2D,6422,6714,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/07/29,2006.510,1,0
+4715,Camp Area Astro,3205,geographic 2D,6422,6715,,,,,Military and topographic mapping,Replaced by RSRGD2000 (CRS code 4764). The relationship to this is variable. See Land Information New Zealand LINZS25001.,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2008/04/04,2008.023,1,0
+4716,Phoenix Islands 1966,3196,geographic 2D,6422,6716,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4717,Cape Canaveral,3206,geographic 2D,6422,6717,,,,,US space and military operations.,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4718,Solomon 1968,1213,geographic 2D,6422,6718,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4719,Easter Island 1967,3188,geographic 2D,6422,6719,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4720,Fiji 1986,1094,geographic 2D,6422,6720,,,,,Geodetic survey.,"Replaces Viti Levu 1912 (CRS code 4752), Vanua Levu 1915 (CRS code 4748) and Fiji 1956 (CRS code 4721).","Department of Lands and Survey, Fiji.",OGP,2006/07/14,2006.500,1,0
+4721,Fiji 1956,3398,geographic 2D,6422,6721,,,,,Military survey and topographic mapping.,For topographic mapping replaces Viti Levu 1912 (CRS code 4752) and Vanua Levu 1915 (CRS code 4748). Replaced by Fiji 1986 (CRS code 4720).,"SOPAC, www.sopac.org, and Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2006/07/14,2006.500,1,0
+4722,South Georgia 1968,3187,geographic 2D,6422,6722,,,,,Military and topograhic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4723,Grand Cayman 1959,3185,geographic 2D,6422,6723,,,,,"Topographic mapping, engineering and cadastral survey.",,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2006/01/26,,1,0
+4724,Diego Garcia 1969,3189,geographic 2D,6422,6724,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4725,Johnston Island 1961,3201,geographic 2D,6422,6725,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4726,Little Cayman 1961,3186,geographic 2D,6422,6726,,,,,"Topographic mapping, engineering and cadastral survey.",,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2006/01/26,,1,0
+4727,Midway 1961,3202,geographic 2D,6422,6727,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4728,Pico de la Nieves,3199,geographic 2D,6422,6728,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4729,Pitcairn 1967,3208,geographic 2D,6422,6729,,,,,Military and topographic mapping.,Replced by Pitcairn 2006 (CRS code 4763).,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2008/01/28,2008.004,1,0
+4730,Santo 1965,3194,geographic 2D,6422,6730,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/07/29,2006.510,1,0
+4731,Viti Levu 1916,3195,geographic 2D,6422,6731,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,1
+4732,Marshall Islands 1960,3191,geographic 2D,6422,6732,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4733,Wake Island 1952,3190,geographic 2D,6422,6733,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4734,Tristan 1968,3184,geographic 2D,6422,6734,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4735,Kusaie 1951,3192,geographic 2D,6422,6735,,,,,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4736,Deception Island,3204,geographic 2D,6422,6736,,,,,Military and scientific mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).",OGP,2006/01/26,,1,0
+4737,Korea 2000,1135,geographic 2D,6422,6737,4927,15593,,,Horizontal component of 3D system.,,OGP. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4738,Hong Kong 1963,1118,geographic 2D,6422,6738,,,,,Topographic mapping,"Replaced by Hong Kong 1963(67) (CRS code 4839) for military purposes only. For all purposes, replaced by Hong Kong 1980 (CRS code 4611).","Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/",OGP,2006/02/03,,1,0
+4739,Hong Kong 1963(67),1118,geographic 2D,6422,6739,,,,,Military mapping and charting.,"For military purposes only, replaces Hong Kong 1963. Replaced by Hong Kong 1980 (CRS code 4611).",UK Hydrographic Office.,OGP,2006/02/03,,1,0
+4740,PZ-90,1262,geographic 2D,6422,6740,4923,15593,,,Horizontal component of 3D system.,Used by the Glonass satellite navigation system.,OGP. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4741,FD54,3248,geographic 2D,6422,6741,,,,,"Geodetic, engineering and cadastral survey, topographic mapping.","Except for cadastral survey, replaced by ED50 in the late 1970's. For cadastral survey, replaced by fk89 (CRS code 4753).","Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/03/16,2005.472,1,0
+4742,GDM2000,1151,geographic 2D,6422,6742,4921,15593,,,Horizontal component of 3D system.,Replaces all earlier Malaysian geographic CRSs.,OGP. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4743,Karbala 1979 (Polservice),1124,geographic 2D,6422,6743,,,,,"Geodetic and engineering survey, topographic mapping.","Geodetic network established by Polservice consortium. At time of record population, information regarding usage within oil sector is not available.",Various industry sources.,OGP,2006/06/02,,1,0
+4744,Nahrwan 1934,3390,geographic 2D,6422,6744,,,,,Oil exploration and production.,"In Iran, replaced by FD58. In Iraq, replaced by Nahrwan 1967.",Various industry sources.,OGP,2006/06/02,,1,0
+4745,RD/83,2545,geographic 2D,6422,6745,,,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications RD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006/12/29,2006.894,1,0
+4746,PD/83,2544,geographic 2D,6422,6746,,,,,"Topographic survey, mapping, cadastral survey.",Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications PD/83 can be considered the same as DHDN.,BKG via EuroGeographics. http://crs.bkg.bunde.de,OGP,2006/12/29,2006.894,1,0
+4747,GR96,1107,geographic 2D,6422,6747,4909,15593,,,Horizontal component of 3D system.,Replaces all earlier Greenland geographic CRSs.,OGP. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4748,Vanua Levu 1915,3401,geographic 2D,6422,6748,,,,,Geodetic survey.,"For topographic mapping, replaced by Fiji 1956 (CRS code 4721). For other purposes, replaced by Fiji 1986 (CRS code 4720).","Department of Lands and Survey, Fiji.",OGP,2006/07/14,,1,0
+4749,RGNC91-93,1174,geographic 2D,6422,6749,4907,15593,,,Horizontal component of 3D system.,"Replaces older local systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4641-44, 4662 and 4750).",OGP. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4750,ST87 Ouvea,2813,geographic 2D,6422,6750,,,,,Geodetic survey.,Replaced by RGNC91-93 (CRS code 4749).,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,,1,0
+4751,Kertau (RSO),1309,geographic 2D,6422,6751,,,,,Metrication of penisula Malaya RSO grid.,Used only for metrication of RSO grid. See Kertau 1968 (CRS code 4245) for other purposes. Replaced by GDM2000 (CRS code 4742).,Defence Geographic Centre.,OGP,2006/07/24,2003.370,1,0
+4752,Viti Levu 1912,3195,geographic 2D,6422,6752,,,,,Geodetic survey.,"For topographic mapping, replaced by Fiji 1956 (CRS code 4721). For other purposes, replaced by Fiji 1986 (CRS code 4720).","Department of Lands and Survey, Fiji.",OGP,2006/07/30,,1,0
+4753,fk89,3248,geographic 2D,6422,6753,,,,,Cadastre.,Replaces FD54 (CRS code 4741). Coordinate differences are less than 0.05 seconds (2m). The name of this system is also used for the dependent projected CRS - see CRS code 3173.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/08/04,,1,0
+4754,LGD2006,1143,geographic 2D,6422,6754,4900,15593,,,Horizontal component of 3D system.,Replaces ELD79.,OGP. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4755,DGN95,1122,geographic 2D,6422,6755,4898,15593,,,Horizontal component of 3D system.,Replaces ID74.,OGP. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4756,VN-2000,1252,geographic 2D,6422,6756,,,,,Geodetic survey.,Replaces Hanoi 1972 (CRS code 4147).,General Director of Land Administration.,OGP,2006/09/13,,1,0
+4757,SVY21,1210,geographic 2D,6422,6757,,,,,Cadastre.,,"Singapore Land Authority, http:/www.sla.gov.sg",OGP,2006/10/13,,1,0
+4758,JAD2001,1128,geographic 2D,6422,6758,4895,15593,,,Horizontal component of 3D system.,Replaces JAD69 (CRS code 4242).,OGP. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4759,NAD83(NSRS2007),1511,geographic 2D,6422,6759,4893,15593,,,Horizontal component of 3D system.,"Note: this coordinate system includes longitudes which are POSITIVE EAST. In Continental US, replaces NAD83(HARN). In Alaska, for accuracies of better than 1m replaces NAD83.",OGP. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4760,WGS 66,1262,geographic 2D,6422,6760,4891,15593,,,Horizontal component of 3D system.,Replaced by WGS 72.,OGP. See 3D CRS for original information source.,OGP,2007/08/27,2007.079,1,0
+4761,HTRS96,1076,geographic 2D,6422,6761,4889,15593,,,Horizontal component of 3D system.,,OGP. See 3D CRS for original information source.,OGP,2007/09/29,,1,0
+4762,BDA2000,1047,geographic 2D,6422,6762,4887,15593,,,Horizontal component of 3D system.,Replaces Bermuda 1957 (CRS code 4216).,OGP. See 3D CRS for original information source.,OGP,2007/12/12,,1,0
+4763,Pitcairn 2006,3208,geographic 2D,6422,6763,,,,,Cadastral and topographic mapping.,Replaces Pitcairn 1967 (CRS code 4729). For practical purposes may be considered to be WGS 84.,Pitcairn Island Government.,OGP,2008/01/28,,1,0
+4764,RSRGD2000,3558,geographic 2D,6422,6764,4885,15593,,,Horizontal component of 3D system.,Replaces Camp Area Astro (CRS code 4715). The relationship to this is variable. See Land Information New Zealand LINZS25001.,OGP. See 3D CRS for original information source.,OGP,2008/04/04,,1,0
+4765,Slovenia 1996,1212,geographic 2D,6422,6765,4883,15593,,,Horizontal component of 3D system.,Replaces MG! alias D48 (CRS code 4312).,OGP. See 3D CRS for original information source.,OGP,2008/04/04,,1,0
+4801,Bern 1898 (Bern),1286,geographic 2D,6422,6801,,,,,Geodetic survey.,,,OGP,2004/01/06,2000.070 2003.370,1,0
+4802,Bogota 1975 (Bogota),3229,geographic 2D,6422,6802,,,,,Geodetic survey.,"Replaces earlier 3 adjustments of 1951, 1944 and 1941.","IGAC special publication no. 1, ""Geodesia"" 4th edition, 1975.",OGP,2004/01/06,2000.070 2000.200 2003.370,1,0
+4803,Lisbon (Lisbon),1294,geographic 2D,6422,6803,,,,,Geodetic survey.,Replaces Lisbon 1890 (Lisbon) system which used Bessel 1841 ellipsoid (code 4904). Replaced by Datum 73 (code 4274).,"Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/",OGP,2004/01/06,1997.120 2000.070 2001.551 2003.370,1,0
+4804,Makassar (Jakarta),1316,geographic 2D,6422,6804,,,,,Geodetic survey.,,,OGP,2004/01/06,2000.070 2003.370,1,0
+4805,MGI (Ferro),1321,geographic 2D,6422,6805,,,,,Geodetic survey.,,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2004/01/06,2000.070 2003.370,1,0
+4806,Monte Mario (Rome),3343,geographic 2D,6422,6806,,,,,"Geodetic survey, onshore minerals licencing.",,,OGP,2004/01/15,2000.070 2003.370 2004.070,1,0
+4807,NTF (Paris),1326,geographic 2D,6403,6807,,,,,Geodetic survey.,,,OGP,2004/01/06,2000.070,1,0
+4808,Padang (Jakarta),1355,geographic 2D,6422,6808,,,,,Geodetic survey.,,,OGP,2004/01/06,2000.070 2003.370,1,0
+4809,Belge 1950 (Brussels),1347,geographic 2D,6422,6809,,,,,Geodetic survey.,,,OGP,2004/01/06,2000.070 2003.370,1,0
+4810,Tananarive (Paris),3273,geographic 2D,6403,6810,,,,,Geodetic survey.,,,OGP,2004/01/06,2000.070,1,0
+4811,Voirol 1875 (Paris),1365,geographic 2D,6403,6811,,,,,Geodetic survey.,The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).,IGN Paris,OGP,2004/01/06,2000.070 2003.361 2003.370,1,0
+4813,Batavia (Jakarta),1285,geographic 2D,6422,6813,,,,,Geodetic survey.,,,OGP,2004/01/06,2000.070 2003.370,1,0
+4814,RT38 (Stockholm),3313,geographic 2D,6422,6814,,,,,Geodetic survey.,,,OGP,2004/01/06,2000.070 2003.370,1,0
+4815,Greek (Athens),1106,geographic 2D,6422,6815,,,,,Geodetic survey.,,Topography Department; National Technical University of Greece.,OGP,2004/01/06,2000.070 2003.370,1,0
+4816,Carthage (Paris),1618,geographic 2D,6403,6816,,,,,Geodetic survey.,Replaced by Greenwich-based Carthage geogCRS.,,OGP,2004/01/06,2000.070,1,0
+4817,NGO 1948 (Oslo),1352,geographic 2D,6422,6817,,,,,Geodetic survey.,,,OGP,2004/01/06,2000.070 2003.370,1,0
+4818,S-JTSK (Ferro),1306,geographic 2D,6422,6818,,,,,Geodetic survey.,"S-JTSK(Ferro) is the Uniform Trigonometric Cadastral Network. It is a modification of the Austrian MGI (Ferro) geogCS, code 4805.",Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,OGP,2004/01/06,2003.370,1,0
+4819,Nord Sahara 1959 (Paris),1366,geographic 2D,6403,6819,,,,,Geodetic survey.,,"""Le System Geodesique Nord-Sahara""; IGN Paris",OGP,2000/10/19,2000.740,1,1
+4820,Segara (Jakarta),1360,geographic 2D,6422,6820,,,,,Geodetic survey.,,,OGP,2006/01/16,2003.370 2005.880,1,0
+4821,Voirol 1879 (Paris),1365,geographic 2D,6403,6821,,,,,Geodetic survey.,The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).,IGN Paris,OGP,2004/01/07,,1,0
+4882,Slovenia 1996,1212,geocentric,6500,6765,,,,,Geodesy.,,"Geodetska uprava Republike Slovenije, http://www.gu.gov.si",OGP,2008/04/04,,1,0
+4883,Slovenia 1996,1212,geographic 3D,6423,6765,4882,15592,,,Geodesy.,,"Geodetska uprava Republike Slovenije, http://www.gu.gov.si",OGP,2008/04/04,,1,0
+4884,RSRGD2000,3558,geocentric,6500,6764,,,,,Geodesy.,,Land Information New Zealand: LINZS25002 Standard for Ross Sea Region Geodetic Datum 2000; 16 November 2007.,OGP,2008/04/04,,1,0
+4885,RSRGD2000,3558,geographic 3D,6423,6764,4884,15592,,,Geodesy.,,Land Information New Zealand; http://www.linz.govt.nz,OGP,2008/04/04,,1,0
+4886,BDA2000,1047,geocentric,6500,6762,,,,,Geodesy.,,Department of Lands Buildings and Surveys.,OGP,2007/12/12,,1,0
+4887,BDA2000,1047,geographic 3D,6423,6762,4886,15592,,,Geodesy.,,Department of Lands Buildings and Surveys.,OGP,2007/12/12,,1,0
+4888,HTRS96,1076,geocentric,6500,6761,,,,,Geodesy.,,State Geodetic Administration of the Republic of Croatia.,OGP,2007/09/29,,1,0
+4889,HTRS96,1076,geographic 3D,6423,6761,4888,15592,,,Geodesy.,,State Geodetic Administration of the Republic of Croatia.,OGP,2007/09/29,,1,0
+4890,WGS 66,1262,geocentric,6500,6760,,,,,Geodesy.,Replaced by WGS 72.,US DMA / NIMA / NGA,OGP,2007/03/25,,1,0
+4891,WGS 66,1262,geographic 3D,6423,6760,4890,15590,,,Geodesy.,Replaced by WGS 72.,US DMA / NIMA / NGA,OGP,2007/08/27,2007.079,1,0
+4892,NAD83(NSRS2007),1511,geocentric,6500,6759,,,,,Geodetic survey.,"In continental US, replaces NAD83(HARN).","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/05/29,,1,0
+4893,NAD83(NSRS2007),1511,geographic 3D,6423,6759,4892,15588,,,Geodetic survey.,"In continental US, replaces NAD83(HARN).","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/08/27,2007.079,1,0
+4894,JAD2001,1128,geocentric,6500,6758,,,,,Geodetic survey.,,National Land Agency.,OGP,2007/01/19,,1,0
+4895,JAD2001,1128,geographic 3D,6423,6758,4894,15586,,,Geodetic survey.,,National Land Agency.,OGP,2007/08/27,2007.079,1,0
+4896,ITRF2005,2830,geocentric,6500,6896,,,,,Geodesy.,Replaces ITRF2000 (code 4919).,IGN Paris http://itrf.ensg.ign.fr/itrs_itrf.php,OGP,2007/01/20,,1,0
+4897,DGN95,1122,geocentric,6500,6755,,,,,Geodetic survey.,,Bakosurtanal.,OGP,2006/08/25,,1,0
+4898,DGN95,1122,geographic 3D,6423,6755,4897,15592,,,Geodetic survey.,,Bakosurtanal.,OGP,2007/08/27,2007.079,1,0
+4899,LGD2006,1143,geocentric,6500,6754,,,,,Geodetic survey.,,Survey Department of Libya.,OGP,2006/08/25,,1,0
+4900,LGD2006,1143,geographic 3D,6423,6754,4899,15592,,,Geodetic survey.,,Survey Department of Libya.,OGP,2007/08/27,2007.079,1,0
+4901,ATF (Paris),1326,geographic 2D,6403,6901,,,,,Geodetic survey.,"ProjCRS covering all mainland France based on this datum used Bonne projection. In Alsace, suspected to be an extension of core network based on transformation of old German system.",,OGP,2007/11/01,2000.070 2007.083,1,0
+4902,NDG (Paris),1369,geographic 2D,6403,6902,,,,,Geodetic survey.,,,OGP,2004/01/06,2000.070,1,1
+4903,Madrid 1870 (Madrid),2366,geographic 2D,6422,6903,,,,,Geodetic survey.,,Institut de Geomatica; Barcelona.,OGP,2004/01/06,2000.070 2003.370,1,0
+4904,Lisbon 1890 (Lisbon),1294,geographic 2D,6422,6904,,,,,Geodetic survey.,Replaced by Lisbon 1937 system which uses International 1924 ellipsoid (code 4803).,"Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/",OGP,2004/01/06,2003.370,1,0
+4906,RGNC91-93,1174,geocentric,6500,6749,,,,,Geodetic survey.,"Replaces older local geographic 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4641-44, 4662 and 4750).","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,,1,0
+4907,RGNC91-93,1174,geographic 3D,6423,6749,4906,15592,,,Geodetic survey.,"Replaces older local 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4641-44, 4662 and 4750).","Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2007/08/27,2007.079,1,0
+4908,GR96,1107,geocentric,6500,6747,,,,,Geodetic survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/06/12,,1,0
+4909,GR96,1107,geographic 3D,6423,6747,4908,15592,,,Geodetic survey.,,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2007/08/27,2007.079,1,0
+4910,ITRF88,1262,geocentric,6500,6647,,,,,Geodesy.,Replaced by ITRF89 (code 4911).,International Earth Rotation Service (IERS) Annual Report for 1988. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2004/03/23,2004.183,1,0
+4911,ITRF89,1262,geocentric,6500,6648,,,,,Geodesy.,Replaces ITRF88 (code 4910). Replaced by ITRF91 (code 4912).,International Earth Rotation Service (IERS) Technical Note #6. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2004/03/23,2004.183,1,0
+4912,ITRF90,1262,geocentric,6500,6649,,,,,Geodesy.,Replaces ITRF89 (code 4911). Replaced by ITRF91 (code 4913).,International Earth Rotation Service (IERS) Technical Note #9. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2004/03/23,2004.183,1,0
+4913,ITRF91,1262,geocentric,6500,6650,,,,,Geodesy.,Replaces ITRF90 (code 4912). Replaced by ITRF92 (code 4914).,International Earth Rotation Service (IERS) Technical Note #12. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2004/03/23,2004.183,1,0
+4914,ITRF92,1262,geocentric,6500,6651,,,,,Geodesy.,Replaces ITRF91 (code 4913). Replaced by ITRF93 (code 4915).,International Earth Rotation Service (IERS) Technical Note #15. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2004/03/23,2004.183,1,0
+4915,ITRF93,1262,geocentric,6500,6652,,,,,Geodesy.,Replaces ITRF92 (code 4914). Replaced by ITRF94 (code 4916).,International Earth Rotation Service (IERS) Technical Note #18. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2004/03/23,2004.183,1,0
+4916,ITRF94,1262,geocentric,6500,6653,,,,,Geodesy.,Replaces ITRF93 (code 4915). Replaced by ITRF96 (code 4917).,International Earth Rotation Service (IERS) Technical Note #20. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2004/03/23,2004.183,1,0
+4917,ITRF96,1262,geocentric,6500,6654,,,,,Geodesy.,Replaces ITRF94 (code 4916). Replaced by ITRF97 (code 4918).,International Earth Rotation Service (IERS) Technical Note #24. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2004/03/23,2004.183,1,0
+4918,ITRF97,1262,geocentric,6500,6655,,,,,Geodesy.,Replaces ITRF96 (code 4917). Replaced by ITRF2000 (code 4919).,International Earth Rotation Service (IERS) Technical Note #27. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2004/03/23,2004.183,1,0
+4919,ITRF2000,1262,geocentric,6500,6656,,,,,Geodesy.,Replaces ITRF97 (code 4918). Replaced by ITRF2005 (code 4896).,IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2006/10/13,2004.183 2006.892,1,0
+4920,GDM2000,1151,geocentric,6500,6742,,,,,Geodetic survey.,,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,1,0
+4921,GDM2000,1151,geographic 3D,6423,6742,4920,15592,,,Geodetic survey.,,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2007/08/27,2007.079,1,0
+4922,PZ-90,1262,geocentric,6500,6740,,,,,Geodetic survey.,Used by the Glonass satellite navigation system.,"Geodeziya i Katografiya, 1993.",OGP,2006/02/03,,1,0
+4923,PZ-90,1262,geographic 3D,6423,6740,4922,15592,,,Geodetic survey.,Used by the Glonass satellite navigation system.,"Geodeziya i Katografiya, 1993.",OGP,2007/08/27,2007.079,1,0
+4924,Mauritania 1999,1157,geocentric,6500,6702,,,,,Geodetic survey.,,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2005/09/12,,1,0
+4925,Mauritania 1999,1157,geographic 3D,6423,6702,4924,15592,,,Geodetic survey.,,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2007/08/27,2007.079,1,0
+4926,Korea 2000,1135,geocentric,6500,6737,,,,,Geodetic survey.,,"Permanent Committee for GIS Infrastructure for Asia and the Pacific (PCGIAP), http://www.gsi.go.jp/PCGIAP",OGP,2006/01/30,,1,0
+4927,Korea 2000,1135,geographic 3D,6423,6737,4926,15592,,,Geodetic survey.,,"Permanent Committee for GIS Infrastructure for Asia and the Pacific (PCGIAP), http://www.gsi.go.jp/PCGIAP",OGP,2007/08/27,2007.079,1,0
+4928,POSGAR 94,1033,geocentric,6500,6694,,,,,Geodetic survey.,Legally adopted in May 1997. Replaced by POSGAR 98 for scientific and many practical purposes.,"Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,2005/09/12,,1,0
+4929,POSGAR 94,1033,geographic 3D,6423,6694,4928,15592,,,Geodetic survey.,Legally adopted in May 1997. Replaced by POSGAR 98 for scientific and many practical purposes.,"Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,2007/08/27,2007.079,1,0
+4930,Australian Antarctic,1278,geocentric,6500,6176,,,,,Geodetic survey.,,Standards Australia,OGP,2004/01/05,,1,0
+4931,Australian Antarctic,1278,geographic 3D,6423,6176,4930,15592,,,Geodetic survey.,,Standards Australia,OGP,2007/08/27,2007.079,1,0
+4932,CHTRF95,1286,geocentric,6500,6151,,,,,Geodetic survey.,,,OGP,2004/01/05,,1,0
+4933,CHTRF95,1286,geographic 3D,6423,6151,4932,15592,,,Geodetic survey.,,,OGP,2007/08/27,2007.079,1,0
+4934,EST97,1090,geocentric,6500,6180,,,,,Geodetic survey.,,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2004/01/05,,1,0
+4935,EST97,1090,geographic 3D,6423,6180,4934,15592,,,Geodetic survey.,,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/08/27,2007.079,1,0
+4936,ETRS89,1298,geocentric,6500,6258,,,,,Geodetic survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,"Norwegian Geodetic Institute geodetic publication 1990:1. Also at EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2005/05/27,2005.180,1,0
+4937,ETRS89,1298,geographic 3D,6423,6258,4936,15592,,,Geodetic survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,"Norwegian Geodetic Institute geodetic publication 1990:1. Also at EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2007/08/27,2005.180 2007.079,1,0
+4938,GDA94,2575,geocentric,6500,6283,,,,,Geodetic survey.,,Australian Surveying and Land Information Group Internet WWW page.,OGP,2004/01/05,,1,0
+4939,GDA94,2575,geographic 3D,6423,6283,4938,15592,,,Geodetic survey.,,Australian Surveying and Land Information Group Internet WWW page.,OGP,2007/08/27,2007.079,1,0
+4940,Hartebeesthoek94,1215,geocentric,6500,6148,,,,,Geodetic survey.,,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2004/01/05,,1,0
+4941,Hartebeesthoek94,1215,geographic 3D,6423,6148,4940,15592,,,Geodetic survey.,,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2007/08/27,2007.079,1,0
+4942,IRENET95,1305,geocentric,6500,6173,,,,,Geodetic survey.,,Ordnance Survey of Ireland,OGP,2004/01/05,,1,0
+4943,IRENET95,1305,geographic 3D,6423,6173,4942,15592,,,Geodetic survey.,,Ordnance Survey of Ireland,OGP,2007/08/27,2007.079,1,0
+4944,ISN93,1120,geocentric,6500,6659,,,,,Geodetic survey.,,Landmaelingar Islands (National Survey of Iceland).,OGP,2004/01/05,,1,0
+4945,ISN93,1120,geographic 3D,6423,6659,4944,15592,,,Geodetic survey.,,Landmaelingar Islands (National Survey of Iceland).,OGP,2007/08/27,2007.079,1,0
+4946,JGD2000,1129,geocentric,6500,6612,,,,,Geodetic survey.,,Japanese Survey Federation.,OGP,2004/01/05,,1,0
+4947,JGD2000,1129,geographic 3D,6423,6612,4946,15592,,,Geodetic survey.,,Japanese Survey Federation.,OGP,2007/08/27,2007.079,1,0
+4948,LKS92,1139,geocentric,6500,6661,,,,,Geodetic survey.,,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu,OGP,2004/01/05,,1,0
+4949,LKS92,1139,geographic 3D,6423,6661,4948,15592,,,Geodetic survey.,,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu,OGP,2007/08/27,2007.079,1,0
+4950,LKS94,1145,geocentric,6500,6126,,,,,Geodetic survey.,,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2004/01/05,,1,0
+4951,LKS94,1145,geographic 3D,6423,6126,4950,15592,,,Geodetic survey.,,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2007/08/27,2007.079,1,0
+4952,Moznet,1167,geocentric,6500,6130,,,,,Geodetic survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2004/01/05,,1,0
+4953,Moznet,1167,geographic 3D,6423,6130,4952,15592,,,Geodetic survey.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2007/08/27,2007.079,1,0
+4954,NAD83(CSRS),1061,geocentric,6500,6140,,,,,Geodetic survey.,,"Natural Resources of Canada, CSRS website. http://www.geod.nrcan.gc.ca",OGP,2007/05/29,2006.461 2007.026,1,0
+4955,NAD83(CSRS),1061,geographic 3D,6423,6140,4954,15592,,,Geodetic survey.,,"Natural Resources of Canada, CSRS website. http://www.geod.nrcan.gc.ca",OGP,2007/08/27,2006.461 2007.026 2007.079,1,0
+4956,NAD83(HARN),1337,geocentric,6500,6152,,,,,Geodetic survey.,"In Continental US (excludes Alaska) and Hawaii, replaces NAD83 for applications with an accuracy of better than 1m. In Continental US replaced by NAD83(NSRS2007).",National Geodetic Survey,OGP,2007/04/20,2007.031,1,0
+4957,NAD83(HARN),1337,geographic 3D,6423,6152,4956,15592,,,Geodetic survey.,"In Continental US (excludes Alaska) and Hawaii, replaces NAD83 for applications with an accuracy of better than 1m. In Continental US replaced by NAD83(NSRS2007).",National Geodetic Survey,OGP,2007/08/27,2007.031 2007.079,1,0
+4958,NZGD2000,1175,geocentric,6500,6167,,,,,Geodetic survey.,,Land Information New Zealand.,OGP,2007/09/29,2007.090,1,0
+4959,NZGD2000,1175,geographic 3D,6423,6167,4958,15592,,,Geodetic survey.,,Land Information New Zealand.,OGP,2007/09/29,2007.079 2007.090,1,0
+4960,POSGAR 98,1033,geocentric,6500,6190,,,,,Geodetic survey.,Densification in Argentina of SIRGAS 1995.,"Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,2005/09/04,2005.460,1,0
+4961,POSGAR 98,1033,geographic 3D,6423,6190,4960,15592,,,Geodetic survey.,Densification in Argentina of SIRGAS.,"Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,2007/08/27,2005.460 2007.079,1,0
+4962,REGVEN,1251,geocentric,6500,6189,,,,,Geodetic survey.,Densification in Venezuela of SIRGAS.,Servicio Autonomo de Geografia y Cartografia Nacional.,OGP,2004/01/05,,1,0
+4963,REGVEN,1251,geographic 3D,6423,6189,4962,15592,,,Geodetic survey.,Densification in Venezuela of SIRGAS.,Servicio Autonomo de Geografia y Cartografia Nacional.,OGP,2007/08/27,2007.079,1,0
+4964,RGF93,1096,geocentric,6500,6171,,,,,Geodetic survey.,,TotalFinaElf,OGP,2004/01/05,,1,0
+4965,RGF93,1096,geographic 3D,6423,6171,4964,15592,,,Geodetic survey.,,TotalFinaElf,OGP,2007/08/27,2007.079,1,0
+4966,RGFG95,1097,geocentric,6500,6624,,,,,Geodetic survey.,,IGN Paris,OGP,2004/01/05,,1,0
+4967,RGFG95,1097,geographic 3D,6423,6624,4966,15592,,,Geodetic survey.,,IGN Paris,OGP,2007/08/27,2007.079,1,0
+4968,RGNC 1991,1174,geocentric,6500,6645,,,,,Geodetic survey.,"Supersedes older local geographic 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 463, 4635, 4650-53 and 4662).",Service Topographique de la Nouvelle Caledonie,OGP,2004/01/05,,1,1
+4969,RGNC 1991,1174,geographic 3D,6423,6645,4968,15538,,,Geodetic survey.,"Supersedes older local 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4635, 4650-53 and 4662).",Service Topographique de la Nouvelle Caledonie,OGP,2004/01/05,,1,1
+4970,RGR92,1196,geocentric,6500,6627,,,,,Geodetic survey.,,IGN Paris,OGP,2004/01/05,,1,0
+4971,RGR92,1196,geographic 3D,6423,6627,4970,15592,,,Geodetic survey.,,IGN Paris,OGP,2007/08/27,2007.079,1,0
+4972,RRAF 1991,2824,geocentric,6500,6640,,,,,Geodetic survey.,Replaces older local geographic 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.,IGN Paris,OGP,2004/01/05,,1,0
+4973,RRAF 1991,2824,geographic 3D,6423,6640,4972,15592,,,Geodetic survey.,Replaces older local 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.,IGN Paris,OGP,2007/08/27,2007.079,1,0
+4974,SIRGAS,3448,geocentric,6500,6170,,,,,Geodetic survey.,Replaced by SIRGAS 2000.,"IBGE Brazil, http://www1.ibge.gov.br/",OGP,2006/07/29,2004.250 2005.460 2006.465,1,0
+4975,SIRGAS,3448,geographic 3D,6423,6170,4974,15592,,,Geodetic survey.,Replaced by SIRGAS 2000.,"IBGE Brazil, http://www1.ibge.gov.br/",OGP,2007/08/27,2004.250 2005.460 2006.465 2007.079,1,0
+4976,SWEREF99,1225,geocentric,6500,6619,,,,,Geodetic survey.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2004/01/05,,1,0
+4977,SWEREF99,1225,geographic 3D,6423,6619,4976,15592,,,Geodetic survey.,,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2007/08/27,2007.079,1,0
+4978,WGS 84,1262,geocentric,6500,6326,,,,,Used by the GPS satellite navigation system.,,NIMA TR8350.2 January 2000 revision. http://earth-info.nga.mil/GandG/,OGP,2006/08/25,2005.460 2006.810,1,0
+4979,WGS 84,2830,geographic 3D,6423,6326,4978,15592,,,Used by the GPS satellite navigation system.,,,OGP,2007/08/27,2006.810 2007.079,1,0
+4980,Yemen NGN96,1257,geocentric,6500,6163,,,,,Geodetic survey.,,IGN Paris,OGP,2004/01/05,,1,0
+4981,Yemen NGN96,1257,geographic 3D,6423,6163,4980,15592,,,Geodetic survey.,,IGN Paris,OGP,2007/08/27,2007.079,1,0
+4982,IGM95,1127,geocentric,6500,6670,,,,,Geodetic survey.,,ENI,OGP,2004/04/27,2004.201,1,0
+4983,IGM95,1127,geographic 3D,6423,6670,4982,15592,,,Geodetic survey.,,ENI,OGP,2007/08/27,2004.201 2007.079,1,0
+4984,WGS 72,1262,geocentric,6500,6322,,,,,Geodetic survey.,Replaced by WGS 84.,,OGP,2004/01/09,,1,0
+4985,WGS 72,1262,geographic 3D,6423,6322,4984,15592,,,Geodetic survey.,Replaced by WGS 84.,,OGP,2007/08/27,2007.079,1,0
+4986,WGS 72BE,1262,geocentric,6500,6324,,,,,Geodetic survey.,Broadcast ephemeris. Replaced by WGS 84.,,OGP,2004/01/09,,1,0
+4987,WGS 72BE,1262,geographic 3D,6423,6324,4986,15592,,,Geodetic survey.,Broadcast ephemeris. Replaced by WGS 84.,,OGP,2007/08/27,2007.079,1,0
+4988,SIRGAS 2000,3418,geocentric,6500,6674,,,,,Geodetic survey.,Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America.,"IBGE Brazil, http://www1.ibge.gov.br/",OGP,2006/07/29,2005.460 2006.465,1,0
+4989,SIRGAS 2000,3418,geographic 3D,6423,6674,4988,15592,,,Geodetic survey.,Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America.,"IBGE Brazil, http://www1.ibge.gov.br/",OGP,2007/08/27,2005.460 2006.465 2007.079,1,0
+4990,Lao 1993,1138,geocentric,6500,6677,,,,,Geodetic survey.,Replaced by Lao 1997. Lao 1993 coordinate values are within 1m of Lao 1997 values.,National Geographic Department,OGP,2004/04/27,,1,0
+4991,Lao 1993,1138,geographic 3D,6423,6677,4990,15592,,,Geodetic survey.,Replaced by Lao 1997. Lao 1993 coordinate values are within 1m of Lao 1997 values.,National Geographic Department,OGP,2007/08/27,2007.079,1,0
+4992,Lao 1997,1138,geocentric,6500,6678,,,,,Geodetic survey.,Replaces Lao 1993. Lao 1993 coordinate values are within 1m of Lao 1997 values.,National Geographic Department,OGP,2004/04/27,,1,0
+4993,Lao 1997,1138,geographic 3D,6423,6678,4992,15592,,,Geodetic survey.,Replaces Lao 1993. Lao 1993 coordinate values are within 1m of Lao 1997 values.,National Geographic Department,OGP,2007/08/27,2007.079,1,0
+4994,PRS92,1190,geocentric,6500,6683,,,,,Geodetic survey.,,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,2004/12/24,,1,0
+4995,PRS92,1190,geographic 3D,6423,6683,4994,15592,,,Geodetic survey.,,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,2007/08/27,2007.079,1,0
+4996,MAGNA-SIRGAS,3229,geocentric,6500,6686,,,,,Geodetic survey.,,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/07/02,2007.060,1,0
+4997,MAGNA-SIRGAS,3229,geographic 3D,6423,6686,4996,15592,,,Geodetic survey.,,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2007/08/27,2007.060 2007.079,1,0
+4998,RGPF,1098,geocentric,6500,6687,,,,,Geodetic survey.,,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",OGP,2005/08/12,,1,0
+4999,RGPF,1098,geographic 3D,6423,6687,4998,15592,,,Geodetic survey.,,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",OGP,2007/08/27,2007.079,1,0
+5600,NGPF height,3134,vertical,6499,5195,,,,,"Geodetic survey, topographic mapping, engineering survey.",The collection of heterogeneous vertical coordinate reference systems throughout the Society Islands of French Polynesia.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/03/14,2008.010,1,0
+5601,IGN 1966 height,3124,vertical,6499,5196,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/03/14,2008.010,1,0
+5602,Moorea SAU 1981 height,3125,vertical,6499,5197,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/03/14,2008.010,1,0
+5603,Raiatea SAU 2001 height,3136,vertical,6499,5198,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/03/14,2008.010,1,0
+5604,Maupiti SAU 2001 height,3126,vertical,6499,5199,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/03/14,2008.010,1,0
+5605,Huahine SAU 2001 height,3135,vertical,6499,5200,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/03/14,2008.010,1,0
+5606,Tahaa SAU 2001 height,3138,vertical,6499,5201,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/03/14,2008.010,1,0
+5607,Bora Bora SAU 2001 height,3137,vertical,6499,5202,,,,,"Geodetic survey, topographic mapping, engineering survey.",Part of NGPF (CRS code 5600).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/03/14,2008.010,1,0
+5608,IGLD 1955 height,3468,vertical,6499,5204,,,,,Hydrology.,Replaces several earlier systems. Replaced by IGLD 1985 (CRS code 5609).,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,2008/03/14,2008.010,1,0
+5609,IGLD 1985 height,3468,vertical,6499,5205,,,,,Hydrology.,Replaces IGLD 1955 (CRS code 5608).,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,2008/03/14,2008.010,1,0
+5610,HVRS71 height,3234,vertical,6499,5207,,,,,"Geodetic survey, topographic mapping, engineering survey.",,State Geodetic Administration of the Republic of Croatia.,OGP,2008/03/14,2008.010,1,0
+5611,Caspian height,1291,vertical,6499,5106,,,,,Petroleum expoloration and production.,Capsian Sea water levels are now offset appreciably from this datum.,OGP,OGP,2008/03/14,,1,0
+5612,Baltic depth,1284,vertical,6498,5105,,,,,Petroleum exploration and production.,,OGP,OGP,2008/03/14,,1,0
+5613,RH2000 height,3313,vertical,6499,5208,,,,,Geodetic and engineering surveying.,Replaces RH70 (CRS code 5718) from 2005.,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2008/03/14,,1,0
+5614,KOC WD depth (ft),3267,vertical,6495,5187,,,,,KOC exploration and field development subsurface work.,See CRS code 5789 for equivalent system in feet.,KOC,OGP,2008/03/14,,1,0
+5615,RH00 height,3313,vertical,6499,5209,,,,,Engineering surveying.,Replaced by RH70 (CRS code 5718).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2008/03/14,,1,0
+5701,Newlyn height,2792,vertical,6499,5101,,,,,Geodetic and engineering surveying.,,,OGP,2008/03/14,2005.180 2008.010,1,0
+5702,National Geodetic Vertical Datum of 1929 height,1323,vertical,6497,5102,,,,,Geodetic and engineering surveying.,,,OGP,2008/03/14,2008.010,1,0
+5703,North American Vertical Datum of 1988 height,1325,vertical,6499,5103,,,,,Geodetic and engineering surveying.,,,OGP,2008/03/14,2008.010,1,0
+5704,Yellow Sea,1067,vertical,6499,5104,,,,,Geodetic and engineering surveying.,,,OGP,1995/06/02,,1,1
+5705,Baltic height,1284,vertical,6499,5105,,,,,Geodetic and engineering surveying.,,,OGP,2008/03/14,2005.180 2008.010,1,0
+5706,Caspian depth,1291,vertical,6498,5106,,,,,Used for Soviet Union nautical charting of the Caspian Sea.,Capsian Sea water levels are now offset appreciably from this datum.,,OGP,2008/03/14,2008.010,1,0
+5709,Normaal Amsterdams Peil height,1275,vertical,6499,5109,,,,,Geodetic and engineering surveying.,,Nederlandse Commissie voor Geodesie publication 30; 1993,OGP,2008/03/14,2000.100 2005.180 2008.010,1,0
+5710,Oostende height,1347,vertical,6499,5110,,,,,Geodetic and engineering surveying.,,Nederlandse Commissie voor Geodesie publication 30; 1993,OGP,2008/03/14,2008.010,1,0
+5711,Australian Height Datum height,1281,vertical,6499,5111,,,,,Geodetic and engineering surveying.,,http://www.auslig.gov.au/geodesy,OGP,2008/03/14,2008.010,1,0
+5712,Australian Height Datum (Tasmania) height,1282,vertical,6499,5112,,,,,Geodetic and engineering surveying.,,,OGP,2008/03/14,2008.010,1,0
+5713,Canadian Geodetic Vertical Datum of 1928 height,1289,vertical,6499,5114,,,,,Geodetic and engineering surveying.,,Geodetic Survey Division of Natural Resources Canada.,OGP,2008/03/14,2004.723 2008.010,1,0
+5714,mean sea level height,1262,vertical,6499,5100,,,,,Used for hydrographic surveying.,Approximates geoid. Not specific to any location or epoch.,,OGP,1996/04/12,,1,0
+5715,mean sea level depth,1262,vertical,6498,5100,,,,,Used for hydrographic surveying.,Approximates geoid. Not specific to any location or epoch.,,OGP,1996/10/18,,1,0
+5716,Piraeus height,3254,vertical,6499,5115,,,,,Geodetic and engineering surveying.,,Geodesy Department; Public Petroleum Corporation of Greece.,OGP,2008/03/14,2008.010,1,0
+5717,N60 height,3333,vertical,6499,5116,,,,,Geodetic and engineering surveying.,In use since 1968.,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2008/03/14,2005.180 2008.010,1,0
+5718,RH70 height,3313,vertical,6499,5117,,,,,Geodetic and engineering surveying.,Replaces RH00 (CRS code 5615). Replaced by RH2000 (CRS code 5613) from 2005.,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2008/03/14,2005.180 2008.013,1,0
+5719,NGF Lallemand height,1326,vertical,6499,5118,,,,,Geodetic and engineering surveying.,Generally but not entirely replaced by NGF IGN69 height (CRS code 5720).,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994",OGP,2008/03/14,2008.010,1,0
+5720,NGF IGN69 height,1326,vertical,6499,5119,,,,,Geodetic and engineering surveying.,Generally but not entirely replaces NGF Lallemand height (CRS code 5719).,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994",OGP,2008/03/14,2005.180 2008.010,1,0
+5721,IGN78 Corsica height,1327,vertical,6499,5120,,,,,Geodetic and engineering surveying.,Replaces NGC 1948 height (CRS code 5791).,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994",OGP,2008/03/14,2004.564 2008.010,1,0
+5722,Maputo height,3281,vertical,6499,5121,,,,,Geodetic and engineering surveying.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2008/03/14,2008.010,1,0
+5723,Japanese Standard Levelling Datum height,3263,vertical,6499,5122,,,,,Geodetic and engineering surveying.,,Geographic Survey Institute; Japan. http://vldb.gsi-mc.jp/sokuchi/datum/image/heichoku2.gif,OGP,2008/03/14,2002.080 2004.380 2008.010,1,0
+5724,PDO Height Datum 1993 height,3288,vertical,6499,5123,,,,,Geodetic and engineering surveying.,Replaces Fahud vertical datum height (CRS code 5725) from 1993.,Petroleum Development Oman,OGP,2008/03/14,2008.010,1,0
+5725,Fahud Height Datum 1993 height,3288,vertical,6499,5124,,,,,Geodetic and engineering surveying.,Replaced by PHD93 height (CRS code 5724) from 1993.,Petroleum Development Oman,OGP,2008/03/14,2008.010,1,0
+5726,Ha Tien 1960 height,1302,vertical,6499,5125,,,,,Geodetic and engineering surveying.,In Vietnam replaced by Hon Dau height (CRS code 5727) from 1992.,,OGP,2008/03/14,2008.010,1,0
+5727,Hon Dau 1992 height,3328,vertical,6499,5126,,,,,Geodetic and engineering surveying.,In Vietnam replaces Ha Tien height (CRS code 5726) from 1992.,,OGP,2008/03/14,2008.010,1,0
+5728,Landesnivellement 1902 height,1286,vertical,6499,5127,,,,,Topographic and engineering surveying.,Replaced by LHN95 height (CRS code 5729).,Bundesamt für Landestopographie,OGP,2008/03/14,2005.180 2008.010,1,0
+5729,Landeshohennetz 1995 height,1286,vertical,6499,5128,,,,,Geodetic surveying.,Replaces LN02 height (CRS code 5728).,Bundesamt für Landestopographie,OGP,2008/03/14,2005.180 2008.010,1,0
+5730,EVRF2000 height,1299,vertical,6499,5129,,,,,For pan-European products and services.,,"IAG subcommission for Europe (EUREF). Also at EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2004.100 2005.180 2008.010,1,0
+5731,Malin Head height,1305,vertical,6499,5130,,,,,Topographic mapping at all scales in Republic and medium and small scales in Northern Ireland.,Belfast Lough height (CRS code 5732) used for large scale topographic mapping in Northern Ireland.,Ordnance Survey of Ireland.,OGP,2008/03/14,2005.180 2008.010,1,0
+5732,Belfast height,2530,vertical,6499,5131,,,,,Large scale topographic mapping.,Malin Head height (CRS code 5731) used for medium and small scale topographic mapping.,Ordnance Survey of Northern Ireland.,OGP,2008/03/14,2008.010,1,0
+5733,Dansk Normal Nul height,3237,vertical,6499,5132,,,,,Topographic mapping and engineering survey.,Replaced by DVR90 height (CRS code 5799).,Kort & Matrikelstyrelsen,OGP,2008/03/14,2005.180 2006.972 2008.010,1,0
+5734,AIOC95 depth,2592,vertical,6498,5133,,,,,Used by AIOC and BP for all offshore Azerbaijan activities.,Also used by AIOC and BP as a height system for engineering survey at Sangachal terminal (see CRS code 5797). AIOC95 datum is 1.7m above Caspian datum and 26.3m below Baltic datum.,BP,OGP,2008/03/14,2004.724 2008.010,1,0
+5735,Black Sea height,1102,vertical,6499,5134,,,,,Hydrographic surveying and since breakup of Former Soviet Union also topographic mapping.,Black Sea datum is 0.4m below Baltic datum.,BP,OGP,2008/03/14,2008.010,1,0
+5736,Yellow Sea 1956 height,3228,vertical,6499,5104,,,,,Geodetic and engineering surveying.,Replaced by Yellow Sea 1985 height (CRS code 5737).,Guangdong Province Land Resource Information Centre,OGP,2008/03/14,2008.010,1,0
+5737,Yellow Sea 1985 height,3228,vertical,6499,5137,,,,,Geodetic and engineering surveying.,Replaces Yellow Sea 1956 height (CRS code 5736).,Guangdong Province Land Resource Information Centre,OGP,2008/03/14,2008.010,1,0
+5738,Hong Kong Principal Datum height,3334,vertical,6499,5135,,,,,"Geodetic, topographic and engineering surveying.",,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2008/03/14,2008.010,1,0
+5739,Hong Kong Chart Datum depth,3335,vertical,6498,5136,,,,,Hydrographic charting.,Chart datum is 0.15 metres below Hong Kong Principal Datum (CRS code 5738) and 1.38m below MSL at Quarry Bay.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2008/03/14,2008.010,1,0
+5740,Newlyn (Orkney Isles) height,2793,vertical,6499,5138,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,OGP,2008/03/14,2008.010,1,0
+5741,Fair Isle height,2794,vertical,6499,5139,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,OGP,2008/03/14,2008.010,1,0
+5742,Lerwick height,2795,vertical,6499,5140,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,OGP,2008/03/14,2008.010,1,0
+5743,Foula height,2796,vertical,6499,5141,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,OGP,2008/03/14,2008.010,1,0
+5744,Sule Skerry height,2797,vertical,6499,5142,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,OGP,2008/03/14,2008.010,1,0
+5745,North Rona height,2798,vertical,6499,5143,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,OGP,2008/03/14,2008.010,1,0
+5746,Stornoway height,2799,vertical,6499,5144,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,OGP,2008/03/14,2008.010,1,0
+5747,St. Kilda height,2800,vertical,6499,5145,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,OGP,2008/03/14,2008.010,1,0
+5748,Flannan Isles height,2801,vertical,6499,5146,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,OGP,2008/03/14,2008.010,1,0
+5749,St. Marys height,2802,vertical,6499,5147,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,OGP,2008/03/14,2008.010,1,0
+5750,Douglas height,2803,vertical,6499,5148,,,,,Geodetic and engineering surveying.,,Ordnance Survey of Great Britain,OGP,2008/03/14,2008.010,1,0
+5751,Fao height,2806,vertical,6499,5149,,,,,Oil exploration and production..,Replaced by Bandar Abbas height (CRS code 5752) for national map agency work. NIOC data still generally referenced to Fao.,National Iranian Oil Company (NIOC).,OGP,2008/03/14,2008.010,1,0
+5752,Bandar Abbas height,3336,vertical,6499,5150,,,,,Geodetic and engineering surveying.,Replaces Fao height (CRS code 5751) for national map agency work. At time of record creation NIOC data still generally referenced to Fao.,National Cartographic Cenre of Iran,OGP,2008/03/14,2004.211 2008.010,1,0
+5753,NGNC height,2822,vertical,6499,5151,,,,,"Geodetic and engineering surveying, topographic mapping.",,Service Topographique de la Nouvelle Caledonie,OGP,2008/03/14,2008.010,1,0
+5754,Poolbeg height,1305,vertical,6496,5152,,,,,Topographic mapping at all scales in Republic and medium and small scales in Northern Ireland.,Topographic mapping before 1956 in Northern Ireland and 1970 in the Republic of Ireland. Replaced by Belfast Lough height and Malin Head height (CRS codes 5732 and 5731).,Ordnance Survey of Ireland.,OGP,2008/03/14,2008.010,1,0
+5755,NGG1977 height,3146,vertical,6499,5153,,,,,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,OGP,2008/03/14,2008.010,1,0
+5756,Martinique 1987 height,3276,vertical,6499,5154,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaces Martinique 1955 height (CRS code 5794),IGN Paris,OGP,2008/03/14,2004.561 2008.010,1,0
+5757,Guadeloupe 1988 height,2829,vertical,6499,5155,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaces Guadeloupe 1951 height (CRS code 5795).,IGN Paris,OGP,2008/03/14,2004.561 2005.880 2008.010,1,0
+5758,Reunion 1989 height,3337,vertical,6499,5156,,,,,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,OGP,2008/03/14,2004.561 2008.010,1,0
+5759,Auckland 1946 height,1500,vertical,6499,5157,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5760,Bluff 1955 height,1501,vertical,6499,5158,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5761,Dunedin 1958 height,1501,vertical,6499,5159,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5762,Gisborne 1926 height,1500,vertical,6499,5160,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5763,Lyttelton 1937 height,1501,vertical,6499,5161,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5764,Moturiki 1953 height,1500,vertical,6499,5162,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5765,Napier 1962 height,1500,vertical,6499,5163,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5766,Nelson 1955 height,1501,vertical,6499,5164,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5767,One Tree Point 1964 height,1500,vertical,6499,5165,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5768,Tararu 1952 height,1500,vertical,6499,5166,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5769,Taranaki 1970 height,1500,vertical,6499,5167,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5770,Wellington 1953 height,1500,vertical,6499,5168,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5771,Chatham Island 1959 height,2889,vertical,6499,5169,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5772,Stewart Island 1977 height,3338,vertical,6499,5170,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",OGP,2008/04/04,2008.010 2008.023,1,0
+5773,EGM96 geoid height,1262,vertical,6499,5171,,,,,Geodesy.,Height surface resulting from the application of the EGM96 geoid model to the WGS 84 ellipsoid.,NASA http://cddis.gsfc.nasa.gov/926/egm96/egm96.html,OGP,2008/03/14,2008.010,1,0
+5774,NG-L height,1146,vertical,6499,5172,,,,,"Geodetic survey, topographic mapping, engineering survey.",,Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT,OGP,2008/03/14,2005.180 2008.010,1,0
+5775,Antalya height,3322,vertical,6499,5173,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5776,NN54 height,1352,vertical,6499,5174,,,,,"Geodetic survey, topographic mapping, engineering survey.",,Statoil,OGP,2008/03/14,2005.180 2008.010,1,0
+5777,Durres height,3212,vertical,6499,5175,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5778,GHA height,1037,vertical,6499,5176,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5779,NVN99 height,3307,vertical,6499,5177,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5780,Cascais height,1294,vertical,6499,5178,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5781,Constanta height,3295,vertical,6499,5179,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/evrs/Relations.html",OGP,2008/03/14,2004.721 2008.010,1,0
+5782,Alicante height,2366,vertical,6499,5180,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2008.010,1,0
+5783,DHHN92 height,3339,vertical,6499,5181,,,,,"Geodetic survey, topographic mapping, engineering survey.",,Bundesamt für Kartographie und Geodäsie (BKG) http://crs.bkg.bund.de/crs-eu/,OGP,2008/03/14,2005.180 2008.010,1,0
+5784,DHHN85 height,2326,vertical,6499,5182,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaced by DNNH92 height (CRS code 5783).,Bundesamt für Kartographie und Geodäsie (BKG) http://crs.bkg.bund.de/crs-eu/,OGP,2008/03/14,2005.180 2008.010,1,0
+5785,SNN76 height,1343,vertical,6499,5183,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaced by DNNH92 height (CRS code 5783).,Bundesamt für Kartographie und Geodäsie (BKG) http://crs.bkg.bund.de/crs-eu/,OGP,2008/03/14,2005.180 2008.010,1,0
+5786,Baltic 1982 height,3224,vertical,6499,5184,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5787,EOMA 1980 height,1119,vertical,6499,5185,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"EuroGeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2008/03/14,2005.180 2008.010,1,0
+5788,Kuwait PWD height,3267,vertical,6499,5186,,,,,Municipality and military purposes.,,KOC,OGP,2008/03/14,2008.010,1,0
+5789,KOC WD depth,3267,vertical,6498,5187,,,,,KOC exploration and field development subsurface work.,See CRS code 5614 for equivalent system in feet.,KOC,OGP,2008/03/14,2008.010,1,0
+5790,KOC CD height,3267,vertical,6499,5188,,,,,KOC survey control and facilities engineering.,,KOC,OGP,2008/03/14,2008.010,1,0
+5791,NGC 1948 height,1327,vertical,6499,5189,,,,,Geodetic and engineering surveying.,Replaced by IGN78 height (CRS code 5721),IGN Paris.,OGP,2008/03/14,2008.010,1,0
+5792,Danger 1950 height,3299,vertical,6499,5190,,,,,Geodetic and engineering surveying.,,IGN Paris.,OGP,2008/03/14,2008.010,1,0
+5793,Mayotte 1950 height,3340,vertical,6499,5191,,,,,Geodetic and engineering surveying.,,IGN Paris.,OGP,2008/03/14,2008.010,1,0
+5794,Martinique 1955 height,3276,vertical,6499,5192,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaced by Martinique 1987 height (CRS code 5756),IGN Paris.,OGP,2008/03/14,2008.010,1,0
+5795,Guadeloupe 1951 height,2892,vertical,6499,5193,,,,,"Geodetic survey, topographic mapping, engineering survey.",Replaced by Guadeloupe 1988 height (CRS code 5757).,IGN Paris.,OGP,2008/03/14,2008.010,1,0
+5796,Lagos 1955 height,3287,vertical,6499,5194,,,,,"Geodetic survey, topographic mapping, engineering survey.",,"Ebong et al, AVN International, 1991.",OGP,2008/03/14,2008.010,1,0
+5797,AIOC95 height,2592,vertical,6499,5133,,,,,Used by AIOC and BP as a height system for engineering survey at Sangachal terminal.,AIOC95 datum is 1.7m above Caspian datum and 26.3m below Baltic datum. Also used by AIOC and BP as the depth system for all offshore Azerbaijan activities (see CRS code 5734).,BP,OGP,2008/03/14,2008.010,1,0
+5798,EGM84 geoid height,1262,vertical,6499,5203,,,,,Geodesy.,Height surface resulting from the application of the EGM84 geoid model to the WGS 84 ellipsoid. Replaced by EGM96 geoid (CRS code 5773).,US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/,OGP,2008/03/14,2008.010,1,0
+5799,DVR90 height,3237,vertical,6499,5206,,,,,Topographic mapping and engineering survey.,Replaces Dansk Normal Null height (CRS code 5733).,"Kort & Matrikelstyrelsen: The Danish height system DVR90, Publ. 4.series, vol. 8, 2000.",OGP,2008/03/14,2008.010,1,0
+5800,Astra Minas Grid,1265,engineering,6507,9300,,,,,Oil exploration.,,,OGP,2000/03/07,,1,0
+5801,Barcelona Grid B1,1266,engineering,4500,9301,,,,,Oil exploration by MGO and Talon.,"Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona. 500000E; 300000N at 10°08'06""N, 64°41'17""W.",Ministry of Mines standards manual of 1974.,OGP,2008/06/23,2008.045,1,0
+5802,Barcelona Grid B2,1266,engineering,4500,9301,,,,,Oil exploration by Phillips; Mobil; Texas; Mercedes; Varco.,"Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona. 500000E; 300000N at 10°08'06""N, 64°41'07.5""W.",Ministry of Mines standards manual of 1974.,OGP,2008/06/23,2008.045,1,0
+5803,Maturin Grid,1320,engineering,4500,9302,,,,,Oil exploration by MGO and Talon.,"Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona. 500000E; 300000N at 10°08'06""N, 64°41'17""W.",Ministry of Mines standards manual of 1974.,OGP,2008/06/23,2008.045,1,0
+5804,EPSG seismic bin grid example A,1263,engineering,6508,9312,,,,,Example only - fictitious.,"Bin grid I=J=1 at WGS 84 / UTM zone 31N 456781E, 5836723N.¶Bin grid orientation = 20 degrees grid. Bin width I=25m, J=12.5m. Bin increment I=1, J=1. Scale factor at origin 0.99984",UKOOA P6/98 seismic bin grid guideline.,OGP,2000/06/23,,1,1
+5805,EPSG seismic bin grid example B,1263,engineering,6506,9312,,,,,Example only - fictitious.,,,OGP,2000/06/23,,1,1
+5806,EPSG local engineering grid example A,1263,engineering,6505,9313,,,,,Example only - fictitious.,"Coordinates are 0,0 at conductor slot A1.",OGP,OGP,2000/06/23,,1,0
+5807,EPSG local engineering grid example B,1263,engineering,6504,9313,,,,,Example only - fictitious.,"Shows alternative use of coordinate axis name.¶¶Coordinates are 0,0 at conductor slot A1.",OGP,OGP,2000/06/23,,1,0
+5808,Maracaibo Cross Grid M4,1319,engineering,4500,9303,,,,,Oil exploration by Chevron and CVP.,"Grid coordinates 200000N 200000E at Cruz Canada Morillo in Maracaibo. The cross is ascribed coordinates of 10°38'22""N, 71°37'18""W.",Ministry of Mines standards manual of 1974.,OGP,2008/06/23,2008.045,1,0
+5809,Maracaibo Cross Grid M5,1319,engineering,4500,9303,,,,,Oil exploration by Texas.,"Grid coordinates 200000N 200000E at Cruz Canada Morillo in Maracaibo. The cross is ascribed coordinates of 10°38'32.3""N, 71°37'12.1""W.",Ministry of Mines standards manual of 1974.,OGP,2008/06/23,2008.045,1,0
+5810,La Rosa Grid,1311,engineering,4500,9304,,,,,Oil exploration.,"Grid coordinates (0; 0) at the monument in La Rosa (10°22'40.417""N, 71°26'59.488""W; Loma Qunitana datum). Origin possibly at Cerro Penal (71°12'58""W) where grid north aligned to true north. See Lake / Maracaibo La Rosa grid.",Ministry of Mines standards manual of 1974.,OGP,2008/06/23,2008.045,1,0
+5811,Mene Grande,1270,engineering,4500,9305,,,,,Oil exploration by Shell.,"Grid coordinates (0; 0) at the monument in Santa Barabara; Mene Grande. The monument is ascribed coordinates of 9°52'25.488""N, 70°54'35.310""W.",Ministry of Mines standards manual of 1974.,OGP,2008/06/23,2008.045,1,0
+5812,El Cubo,1269,engineering,4500,9306,,,,,Oil exploration by Shell.,"Grid coordinates (0; 0) at El Cubo (8°44'17.258""N, 72°30'09.01""W).",Ministry of Mines standards manual of 1974.,OGP,2008/06/23,2008.045,1,0
+5813,Dabajuro,1268,engineering,4500,9307,,,,,Oil exploration by Chevron Creole and Texas.,"Grid coordinates 200000N; 200000E at the centre of the tower of the church at Dabajuro. The tower is ascribed coordinates of 11°01'19""N, 70°40'40""W.",Ministry of Mines standards manual of 1974.,OGP,2008/06/23,2008.045,1,0
+5814,Tucupita,1370,engineering,4500,9308,,,,,Oil exploration by Creole and Texas.,"Grid coordinates 200000N; 200000E at centre of the Bolivar plaza in Tucupita. The plaza is ascribed coordinates of 9°03'32""N, 62°03'07.6""W.",Ministry of Mines standards manual of 1974.,OGP,2008/06/23,2008.045,1,0
+5815,Santa Maria de Ipire,1371,engineering,4500,9310,,,,,Oil exploration by Creole Phillips and Varco.,"Grid coordinates 200000N; 200000E at concrete monument PR-1 in the Bolivar plaza in Santa Maria de Ipire. The monument is ascribed coordinates of 8°40'06""N, 65°19'09""W.",Ministry of Mines standards manual of 1974.,OGP,2008/06/23,2008.045,1,0
+5816,Barinas west base,1267,engineering,4500,9311,,,,,Oil exploration by Sinclair.,Grid coordinates 200000N; 200000E at the west base monument in Barinas.,Ministry of Mines standards manual of 1974.,OGP,2000/06/23,,1,0
+5817,Tombak LNG plant,2362,engineering,6510,9314,,,,,Engineering survey.,Used for South Pars phase 11 and Pars LNG plant.,Total,OGP,2005/08/18,,1,0
+5818,UKOOA P6 seismic bin grid example,1263,engineering,6511,9315,,,,,Example only - fictitious.,The bin grid is related to the earth through a transformation - see coordinate operation (transformation) code 15744.,"UKOOA Data Exchange Format P6/98 ""Definition of 3D Seismic Binning Grids"".",OGP,2005/09/09,,1,0
+5819,EPSG topocentric example A,1263,projected,4461,6326,4979,15594,,,Example only - fictitious. This example is a special case in which the topocentric origin is exactly on the surface of the ellipsoid.,The topocentric CS origin is defined in terms of a geographic 3D CRS. The ellipsoidal coordinates of the topocentric origin form the conversion parameters for deriving topocentric coordinates.,OGP Guidance Note 7-2,OGP,2007/11/01,,1,0
+5820,EPSG topocentric example B,1263,projected,4461,6326,4978,15595,,,Example only - fictitious.,The topocentric CS origin is defined in terms of a geocentric CRS. The geocentric coordinates of the topocentric origin form the conversion parameters for deriving topocentric coordinates.,OGP Guidance Note 7-2,OGP,2007/11/01,,1,0
+5821,EPSG vertical perspective example,1263,projected,4461,6326,5819,19850,,,Visualisation. Example only - fictitious.,"The vertical perspective is based on the topocentric coordinates derived from a geodetic (geographic 3D, as in this example, or geocentric) CRS. Being used for visualisation it is transient in nature.",OGP Guidance Note 7-2,OGP,2007/11/01,,1,0
+7400,NTF (Paris) + NGF IGN69 height,1326,compound,,,,,4807,5720,Large and medium scale topographic mapping and engineering survey.,,,OGP,2008/03/14,2008.010,1,0
+7401,NTF (Paris) / France II + NGF Lallemand,1326,compound,,,,,27582,5719,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,1
+7402,NTF (Paris) / France II + NGF IGN69,1326,compound,,,,,27582,5720,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,1
+7403,NTF (Paris) / France III + NGF IGN69,1733,compound,,,,,27583,5720,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,1
+7404,RT90 + RH70 height,1225,compound,,,,,4124,5718,Large and medium scale topographic mapping and engineering survey.,When combined with geoid model RN92 forms geographic 3D coordinate system RR92.,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,2008/03/14,2008.010,1,0
+7405,OSGB36 / British National Grid + ODN height,2792,compound,,,,,27700,5701,Large and medium scale topographic mapping and engineering survey.,,,OGP,2008/03/14,2005.880 2008.010,1,0
+7406,NAD27 + NGVD29 height,1323,compound,,,,,4267,5702,Large and medium scale topographic mapping and engineering survey.,,,OGP,2008/03/14,2008.010,1,0
+7407,NAD27 / Texas North + NGVD29 height,2253,compound,,,,,32037,5702,Large and medium scale topographic mapping and engineering survey.,,,OGP,2008/03/14,2008.010,1,0
+7408,RD/NAP,1275,compound,,,,,4289,5709,Large and medium scale topographic mapping and engineering survey.,,http://www.rdnap.nl/,OGP,2005/09/29,2005.460,1,1
+7409,ETRS89 + EVRF2000 height,1299,compound,,,,,4258,5730,For pan-European products and services.,,IAG subcommission for Europe,OGP,2008/03/14,2005.180 2007.014 2008.010,1,0
+7410,PSHD93,3288,compound,,,,,4134,5724,Oil exploration.,,Petroleum Development Oman,OGP,2001/06/05,,1,0
+7411,NTF (Paris) / Lambert zone II + NGF Lallemand height,1326,compound,,,,,27572,5719,Large and medium scale topographic mapping and engineering survey.,,,OGP,2008/03/14,2008.010,1,0
+7412,NTF (Paris) / Lambert zone II + NGF IGN69,1326,compound,,,,,27572,5719,Large and medium scale topographic mapping and engineering survey.,,,OGP,2001/11/06,,1,1
+7413,NTF (Paris) / Lambert zone III + NGF IGN69,1733,compound,,,,,27573,5719,Large and medium scale topographic mapping and engineering survey.,,,OGP,2001/11/06,,1,1
+7414,Tokyo + JSLD height,1129,compound,,,,,4301,5723,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2008/03/14,2008.010,1,0
+7415,Amersfoort / RD New + NAP height,1275,compound,,,,,28992,5709,Large and medium scale topographic mapping and engineering survey.,,http://www.rdnap.nl/,OGP,2008/03/14,2008.010,1,0
+7416,ETRS89 / UTM zone 32N + DVR90 height,3471,compound,,,,,25832,5799,Large and medium scale topographic mapping and engineering survey.,,Kort & Matrikelstyrelsen,OGP,2008/03/14,2008.010,1,0
+7417,ETRS89 / UTM zone 33N + DVR90 height,3472,compound,,,,,25833,5799,Large and medium scale topographic mapping and engineering survey.,,Kort & Matrikelstyrelsen,OGP,2008/03/14,2008.010,1,0
+7418,ETRS89 / Kp2000 Jutland + DVR90 height,2531,compound,,,,,2196,5799,Large and medium scale topographic mapping and engineering survey.,,Kort & Matrikelstyrelsen,OGP,2008/03/14,2008.010,1,0
+7419,ETRS89 / Kp2000 Zealand + DVR90 height,2532,compound,,,,,2197,5799,Large and medium scale topographic mapping and engineering survey.,,Kort & Matrikelstyrelsen,OGP,2008/03/14,2008.010,1,0
+7420,ETRS89 / Kp2000 Bornholm + DVR90 height,2533,compound,,,,,2198,5799,Large and medium scale topographic mapping and engineering survey.,,Kort & Matrikelstyrelsen,OGP,2008/03/14,2008.010,1,0
+7421,NTF (Paris) / Lambert zone II + NGF IGN69 height,1326,compound,,,,,27572,5720,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2008/03/14,,1,0
+7422,NTF (Paris) / Lambert zone III + NGF IGN69 height,1733,compound,,,,,27573,5720,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2008/03/14,,1,0
+20004,Pulkovo 1995 / Gauss-Kruger zone 4,1763,projected,4530,,4200,16204,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 21E (code 2463).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20005,Pulkovo 1995 / Gauss-Kruger zone 5,1764,projected,4530,,4200,16205,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 27E (code 2464).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20006,Pulkovo 1995 / Gauss-Kruger zone 6,1765,projected,4530,,4200,16206,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 33E (code 2465).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20007,Pulkovo 1995 / Gauss-Kruger zone 7,1766,projected,4530,,4200,16207,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 39E (code 2466).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20008,Pulkovo 1995 / Gauss-Kruger zone 8,1767,projected,4530,,4200,16208,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 45E (code 2467).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20009,Pulkovo 1995 / Gauss-Kruger zone 9,1768,projected,4530,,4200,16209,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 51E (code 2468).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20010,Pulkovo 1995 / Gauss-Kruger zone 10,1769,projected,4530,,4200,16210,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 57E (code 2469).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20011,Pulkovo 1995 / Gauss-Kruger zone 11,1770,projected,4530,,4200,16211,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 63E (code 2470).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20012,Pulkovo 1995 / Gauss-Kruger zone 12,1771,projected,4530,,4200,16212,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 69E (code 2471).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20013,Pulkovo 1995 / Gauss-Kruger zone 13,1772,projected,4530,,4200,16213,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 75E (code 2472).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20014,Pulkovo 1995 / Gauss-Kruger zone 14,1773,projected,4530,,4200,16214,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 81E (code 2473).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20015,Pulkovo 1995 / Gauss-Kruger zone 15,1774,projected,4530,,4200,16215,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 87E (code 2474).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20016,Pulkovo 1995 / Gauss-Kruger zone 16,1775,projected,4530,,4200,16216,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 93E (code 2475).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20017,Pulkovo 1995 / Gauss-Kruger zone 17,1776,projected,4530,,4200,16217,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 99E (code 2476).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20018,Pulkovo 1995 / Gauss-Kruger zone 18,1777,projected,4530,,4200,16218,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 105E (code 2477).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20019,Pulkovo 1995 / Gauss-Kruger zone 19,1778,projected,4530,,4200,16219,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 111E (code 2478).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20020,Pulkovo 1995 / Gauss-Kruger zone 20,1779,projected,4530,,4200,16220,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 117E (code 2479).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20021,Pulkovo 1995 / Gauss-Kruger zone 21,1780,projected,4530,,4200,16221,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 123E (code 2480).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20022,Pulkovo 1995 / Gauss-Kruger zone 22,1781,projected,4530,,4200,16222,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 129E (code 2481).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20023,Pulkovo 1995 / Gauss-Kruger zone 23,1782,projected,4530,,4200,16223,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 135E (code 2482).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20024,Pulkovo 1995 / Gauss-Kruger zone 24,1783,projected,4530,,4200,16224,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 141E (code 2483).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20025,Pulkovo 1995 / Gauss-Kruger zone 25,1784,projected,4530,,4200,16225,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 147E (code 2484).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20026,Pulkovo 1995 / Gauss-Kruger zone 26,1785,projected,4530,,4200,16226,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 153E (code 2485).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20027,Pulkovo 1995 / Gauss-Kruger zone 27,1786,projected,4530,,4200,16227,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 159E (code 2486).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20028,Pulkovo 1995 / Gauss-Kruger zone 28,1787,projected,4530,,4200,16228,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 165E (code 2487).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20029,Pulkovo 1995 / Gauss-Kruger zone 29,1788,projected,4530,,4200,16229,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 171E (code 2488).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20030,Pulkovo 1995 / Gauss-Kruger zone 30,1789,projected,4530,,4200,16230,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 177E (code 2489).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20031,Pulkovo 1995 / Gauss-Kruger zone 31,1790,projected,4530,,4200,16231,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 177W (code 2490).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20032,Pulkovo 1995 / Gauss-Kruger zone 32,1791,projected,4530,,4200,16232,,,Medium scale topographic mapping.,Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 171W (code 2491).,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2002/06/22,2002.360,1,0
+20064,Pulkovo 1995 / Gauss-Kruger 4N,1763,projected,4530,,4200,16304,,,Truncated form of Gauss-Kruger zone 4,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20065,Pulkovo 1995 / Gauss-Kruger 5N,1764,projected,4530,,4200,16305,,,Truncated form of Gauss-Kruger zone 5,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20066,Pulkovo 1995 / Gauss-Kruger 6N,1765,projected,4530,,4200,16306,,,Truncated form of Gauss-Kruger zone 6,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20067,Pulkovo 1995 / Gauss-Kruger 7N,1766,projected,4530,,4200,16307,,,Truncated form of Gauss-Kruger zone 7,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20068,Pulkovo 1995 / Gauss-Kruger 8N,1767,projected,4530,,4200,16308,,,Truncated form of Gauss-Kruger zone 8,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20069,Pulkovo 1995 / Gauss-Kruger 9N,1768,projected,4530,,4200,16309,,,Truncated form of Gauss-Kruger zone 9,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20070,Pulkovo 1995 / Gauss-Kruger 10N,1769,projected,4530,,4200,16310,,,Truncated form of Gauss-Kruger zone 10,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20071,Pulkovo 1995 / Gauss-Kruger 11N,1770,projected,4530,,4200,16311,,,Truncated form of Gauss-Kruger zone 11,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20072,Pulkovo 1995 / Gauss-Kruger 12N,1771,projected,4530,,4200,16312,,,Truncated form of Gauss-Kruger zone 12,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20073,Pulkovo 1995 / Gauss-Kruger 13N,1772,projected,4530,,4200,16313,,,Truncated form of Gauss-Kruger zone 13,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20074,Pulkovo 1995 / Gauss-Kruger 14N,1773,projected,4530,,4200,16314,,,Truncated form of Gauss-Kruger zone 14,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20075,Pulkovo 1995 / Gauss-Kruger 15N,1774,projected,4530,,4200,16315,,,Truncated form of Gauss-Kruger zone 15,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20076,Pulkovo 1995 / Gauss-Kruger 16N,1775,projected,4530,,4200,16316,,,Truncated form of Gauss-Kruger zone 16,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20077,Pulkovo 1995 / Gauss-Kruger 17N,1776,projected,4530,,4200,16317,,,Truncated form of Gauss-Kruger zone 17,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20078,Pulkovo 1995 / Gauss-Kruger 18N,1777,projected,4530,,4200,16318,,,Truncated form of Gauss-Kruger zone 18,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20079,Pulkovo 1995 / Gauss-Kruger 19N,1778,projected,4530,,4200,16319,,,Truncated form of Gauss-Kruger zone 19,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20080,Pulkovo 1995 / Gauss-Kruger 20N,1779,projected,4530,,4200,16320,,,Truncated form of Gauss-Kruger zone 20,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20081,Pulkovo 1995 / Gauss-Kruger 21N,1780,projected,4530,,4200,16321,,,Truncated form of Gauss-Kruger zone 21,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20082,Pulkovo 1995 / Gauss-Kruger 22N,1781,projected,4530,,4200,16322,,,Truncated form of Gauss-Kruger zone 22,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20083,Pulkovo 1995 / Gauss-Kruger 23N,1782,projected,4530,,4200,16323,,,Truncated form of Gauss-Kruger zone 23,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20084,Pulkovo 1995 / Gauss-Kruger 24N,1783,projected,4530,,4200,16324,,,Truncated form of Gauss-Kruger zone 24,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20085,Pulkovo 1995 / Gauss-Kruger 25N,1784,projected,4530,,4200,16325,,,Truncated form of Gauss-Kruger zone 25,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20086,Pulkovo 1995 / Gauss-Kruger 26N,1785,projected,4530,,4200,16326,,,Truncated form of Gauss-Kruger zone 26,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20087,Pulkovo 1995 / Gauss-Kruger 27N,1786,projected,4530,,4200,16327,,,Truncated form of Gauss-Kruger zone 27,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20088,Pulkovo 1995 / Gauss-Kruger 28N,1787,projected,4530,,4200,16328,,,Truncated form of Gauss-Kruger zone 28,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20089,Pulkovo 1995 / Gauss-Kruger 29N,1788,projected,4530,,4200,16329,,,Truncated form of Gauss-Kruger zone 29,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20090,Pulkovo 1995 / Gauss-Kruger 30N,1789,projected,4530,,4200,16330,,,Truncated form of Gauss-Kruger zone 30,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20091,Pulkovo 1995 / Gauss-Kruger 31N,1790,projected,4530,,4200,16331,,,Truncated form of Gauss-Kruger zone 31,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20092,Pulkovo 1995 / Gauss-Kruger 32N,1791,projected,4530,,4200,16332,,,Truncated form of Gauss-Kruger zone 32,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,1996/09/12,,1,1
+20135,Adindan / UTM zone 35N,2827,projected,4400,,4201,16035,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2003/01/16,,1,0
+20136,Adindan / UTM zone 36N,2825,projected,4400,,4201,16036,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2003/01/16,,1,0
+20137,Adindan / UTM zone 37N,1552,projected,4400,,4201,16037,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2003/01/16,2002.810,1,0
+20138,Adindan / UTM zone 38N,1553,projected,4400,,4201,16038,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2003/01/16,2002.810,1,0
+20248,AGD66 / AMG zone 48,1556,projected,4400,,4202,17448,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20249,AGD66 / AMG zone 49,1557,projected,4400,,4202,17449,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20250,AGD66 / AMG zone 50,1558,projected,4400,,4202,17450,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20251,AGD66 / AMG zone 51,1559,projected,4400,,4202,17451,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20252,AGD66 / AMG zone 52,1560,projected,4400,,4202,17452,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20253,AGD66 / AMG zone 53,1561,projected,4400,,4202,17453,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20254,AGD66 / AMG zone 54,1567,projected,4400,,4202,17454,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20255,AGD66 / AMG zone 55,1568,projected,4400,,4202,17455,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20256,AGD66 / AMG zone 56,1564,projected,4400,,4202,17456,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20257,AGD66 / AMG zone 57,1565,projected,4400,,4202,17457,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20258,AGD66 / AMG zone 58,1566,projected,4400,,4202,17458,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20348,AGD84 / AMG zone 48,1556,projected,4400,,4203,17448,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20349,AGD84 / AMG zone 49,1557,projected,4400,,4203,17449,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20350,AGD84 / AMG zone 50,1558,projected,4400,,4203,17450,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20351,AGD84 / AMG zone 51,1559,projected,4400,,4203,17451,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20352,AGD84 / AMG zone 52,1560,projected,4400,,4203,17452,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20353,AGD84 / AMG zone 53,1561,projected,4400,,4203,17453,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20354,AGD84 / AMG zone 54,1562,projected,4400,,4203,17454,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20355,AGD84 / AMG zone 55,1563,projected,4400,,4203,17455,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20356,AGD84 / AMG zone 56,1564,projected,4400,,4203,17456,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20357,AGD84 / AMG zone 57,1565,projected,4400,,4203,17457,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20358,AGD84 / AMG zone 58,1566,projected,4400,,4203,17458,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20436,Ain el Abd / UTM zone 36N,3107,projected,4400,,4204,16036,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/05/12,,1,0
+20437,Ain el Abd / UTM zone 37N,1569,projected,4400,,4204,16037,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/05/12,2005.110,1,0
+20438,Ain el Abd / UTM zone 38N,1571,projected,4400,,4204,16038,,,"Large and medium scale topographic mapping and engineering survey. In Kuwait, oil production (but not exploration - see KOC Lambert, code 24600).","Known in Kuwait as ""KOC UTM"". Used by KOC for engineering but not explorartion (see KOC Lambert, code 24600).",,OGP,2005/05/12,1997.590 2005.110,1,0
+20439,Ain el Abd / UTM zone 39N,1570,projected,4400,,4204,16039,,,"Large and medium scale topographic mapping and engineering survey. In Kuwait, oil production (but not exploration - see KOC Lambert, code 24600).","Known in Kuwait as ""KOC UTM"". Used by KOC for engineering but not explorartion (see KOC Lambert, code 24600).",,OGP,2005/05/12,2005.110,1,0
+20440,Ain el Abd / UTM zone 40N,3106,projected,4400,,4204,16040,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/05/12,,1,0
+20499,Ain el Abd / Bahrain Grid,1040,projected,4400,,4204,19900,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20538,Afgooye / UTM zone 38N,1554,projected,4400,,4205,16038,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20539,Afgooye / UTM zone 39N,1555,projected,4400,,4205,16039,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+20790,Lisbon (Lisbon)/Portuguese National Grid,1294,projected,4499,,4803,19936,,,Large and medium scale topographic mapping and engineering survey for military purposes.,,"Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/",OGP,1998/11/11,1998.420,1,0
+20791,Lisbon (Lisbon)/Portuguese Grid,1294,projected,4499,,4803,19969,,,Large and medium scale topographic mapping and engineering survey.,,"Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/",OGP,2001/06/05,,1,0
+20822,Aratu / UTM zone 22S,1572,projected,4400,,4208,16122,,,Oil exploration and production.,,,OGP,1995/07/21,1995.191,1,0
+20823,Aratu / UTM zone 23S,1573,projected,4400,,4208,16123,,,Oil exploration and production.,,,OGP,1995/07/21,1995.191,1,0
+20824,Aratu / UTM zone 24S,1574,projected,4400,,4208,16124,,,Oil exploration and production.,,,OGP,1995/07/21,1995.191,1,0
+20934,Arc 1950 / UTM zone 34S,1575,projected,4400,,4209,16134,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,0
+20935,Arc 1950 / UTM zone 35S,1576,projected,4400,,4209,16135,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,0
+20936,Arc 1950 / UTM zone 36S,1577,projected,4400,,4209,16136,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,0
+21035,Arc 1960 / UTM zone 35S,1579,projected,4400,,4210,16135,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,0
+21036,Arc 1960 / UTM zone 36S,1581,projected,4400,,4210,16136,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,0
+21037,Arc 1960 / UTM zone 37S,1583,projected,4400,,4210,16137,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,0
+21095,Arc 1960 / UTM zone 35N,1578,projected,4400,,4210,16035,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,0
+21096,Arc 1960 / UTM zone 36N,1580,projected,4400,,4210,16036,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,0
+21097,Arc 1960 / UTM zone 37N,1582,projected,4400,,4210,16037,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,,1,0
+21100,Batavia (Jakarta) / NEIEZ,1285,projected,4499,,4813,19905,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+21148,Batavia / UTM zone 48S,1584,projected,4400,,4211,16148,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+21149,Batavia / UTM zone 49S,1586,projected,4400,,4211,16149,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+21150,Batavia / UTM zone 50S,1585,projected,4400,,4211,16150,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+21291,Barbados 1938 / British West Indies Grid,1042,projected,4400,,4212,19942,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by Barbados National Grid (code 21292) from 1983.,Ordnance Survey of Great Britain,OGP,1999/04/22,,1,0
+21292,Barbados 1938 / Barbados National Grid,1042,projected,4400,,4212,19943,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Barbados 1938 / BWI Grid (code 21291) from 1983.,Ordnance Survey of Great Britain,OGP,1999/04/22,,1,0
+21413,Beijing 1954 / Gauss-Kruger zone 13,1587,projected,4530,,4214,16213,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 75E (code 24153). Replaced by Xian 1980 / Gauss-Kruger zone 13 (code 2327).,,OGP,2002/06/22,2002.160,1,0
+21414,Beijing 1954 / Gauss-Kruger zone 14,1588,projected,4530,,4214,16214,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 81E (code 24154). Replaced by Xian 1980 / Gauss-Kruger zone 14 (code 2328).,,OGP,2002/06/22,2002.160,1,0
+21415,Beijing 1954 / Gauss-Kruger zone 15,1589,projected,4530,,4214,16215,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 87E (code 24155). Replaced by Xian 1980 / Gauss-Kruger zone 15 (code 2329).,,OGP,2002/06/22,2002.160,1,0
+21416,Beijing 1954 / Gauss-Kruger zone 16,1590,projected,4530,,4214,16216,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 93E (code 24156). Replaced by Xian 1980 / Gauss-Kruger zone 16 (code 2330).,,OGP,2002/06/22,2002.160,1,0
+21417,Beijing 1954 / Gauss-Kruger zone 17,1591,projected,4530,,4214,16217,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 99E (code 24157). Replaced by Xian 1980 / Gauss-Kruger zone 17 (code 2331).,,OGP,2002/06/22,2002.160,1,0
+21418,Beijing 1954 / Gauss-Kruger zone 18,1592,projected,4530,,4214,16218,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 105E (code 24158). Replaced by Xian 1980 / Gauss-Kruger zone 18 (code 2332).,,OGP,2002/06/22,2002.160,1,0
+21419,Beijing 1954 / Gauss-Kruger zone 19,1593,projected,4530,,4214,16219,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 111E (code 24159). Replaced by Xian 1980 / Gauss-Kruger zone 19 (code 2333).,,OGP,2002/06/22,2002.160,1,0
+21420,Beijing 1954 / Gauss-Kruger zone 20,1594,projected,4530,,4214,16220,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 117E (code 24160). Replaced by Xian 1980 / Gauss-Kruger zone 20 (code 2334).,,OGP,2002/06/22,2002.160,1,0
+21421,Beijing 1954 / Gauss-Kruger zone 21,1595,projected,4530,,4214,16221,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 123E (code 24161). Replaced by Xian 1980 / Gauss-Kruger zone 21 (code 2335).,,OGP,2002/06/22,2002.160,1,0
+21422,Beijing 1954 / Gauss-Kruger zone 22,1596,projected,4530,,4214,16222,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 129E (code 24162). Replaced by Xian 1980 / Gauss-Kruger zone 22 (code 2336).,,OGP,2002/06/22,2002.160,1,0
+21423,Beijing 1954 / Gauss-Kruger zone 23,1597,projected,4530,,4214,16223,,,Medium scale topographic mapping.,Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 135E (code 24163). Replaced by Xian 1980 / Gauss-Kruger zone 23 (code 2337).,,OGP,2002/06/22,2002.160,1,0
+21453,Beijing 1954 / Gauss-Kruger CM 75E,1587,projected,4530,,4214,16313,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 13 (code 21413). Replaced by Xian 1980 / Gauss-Kruger CM 75E (code 2338).,,OGP,2002/06/22,,1,0
+21454,Beijing 1954 / Gauss-Kruger CM 81E,1588,projected,4530,,4214,16314,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 14 (code 21414). Replaced by Xian 1980 / Gauss-Kruger CM 81E (code 2339).,,OGP,2002/06/22,,1,0
+21455,Beijing 1954 / Gauss-Kruger CM 87E,1589,projected,4530,,4214,16315,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 15 (code 21415). Replaced by Xian 1980 / Gauss-Kruger CM 87E (code 2340).,,OGP,2002/06/22,,1,0
+21456,Beijing 1954 / Gauss-Kruger CM 93E,1590,projected,4530,,4214,16316,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 16 (code 21416). Replaced by Xian 1980 / Gauss-Kruger CM 93E (code 2341).,,OGP,2002/06/22,,1,0
+21457,Beijing 1954 / Gauss-Kruger CM 99E,1591,projected,4530,,4214,16317,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 17 (code 21417). Replaced by Xian 1980 / Gauss-Kruger CM 99E (code 2342).,,OGP,2002/06/22,,1,0
+21458,Beijing 1954 / Gauss-Kruger CM 105E,1592,projected,4530,,4214,16318,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 18 (code 21418). Replaced by Xian 1980 / Gauss-Kruger CM 105E (code 2343).,,OGP,2002/06/22,,1,0
+21459,Beijing 1954 / Gauss-Kruger CM 111E,1593,projected,4530,,4214,16319,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 19 (code 21419). Replaced by Xian 1980 / Gauss-Kruger CM 111E (code 2344).,,OGP,2002/06/22,,1,0
+21460,Beijing 1954 / Gauss-Kruger CM 117E,1594,projected,4530,,4214,16320,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 20 (code 21420). Replaced by Xian 1980 / Gauss-Kruger CM 117E (code 2345).,,OGP,2002/06/22,,1,0
+21461,Beijing 1954 / Gauss-Kruger CM 123E,1595,projected,4530,,4214,16321,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 21 (code 21421). Replaced by Xian 1980 / Gauss-Kruger CM 123E (code 2346).,,OGP,2002/06/22,,1,0
+21462,Beijing 1954 / Gauss-Kruger CM 129E,1596,projected,4530,,4214,16322,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 22 (code 21422). Replaced by Xian 1980 / Gauss-Kruger CM 129E (code 2347).,,OGP,2002/06/22,,1,0
+21463,Beijing 1954 / Gauss-Kruger CM 135E,1597,projected,4530,,4214,16323,,,Medium scale topographic mapping.,Truncated form of Beijing 1954 / Gauss-Kruger zone 33 (code 21423). Replaced by Xian 1980 / Gauss-Kruger CM 135E (code 2348).,,OGP,2002/06/22,,1,0
+21473,Beijing 1954 / Gauss-Kruger 13N,1587,projected,4530,,4214,16313,,,Truncated form of Gauss-Kruger zone 13,,,OGP,1995/06/02,,1,1
+21474,Beijing 1954 / Gauss-Kruger 14N,1588,projected,4530,,4214,16314,,,Truncated form of Gauss-Kruger zone 14,,,OGP,1995/06/02,,1,1
+21475,Beijing 1954 / Gauss-Kruger 15N,1589,projected,4530,,4214,16315,,,Truncated form of Gauss-Kruger zone 15,,,OGP,1995/06/02,,1,1
+21476,Beijing 1954 / Gauss-Kruger 16N,1590,projected,4530,,4214,16316,,,Truncated form of Gauss-Kruger zone 16,,,OGP,1995/06/02,,1,1
+21477,Beijing 1954 / Gauss-Kruger 17N,1591,projected,4530,,4214,16317,,,Truncated form of Gauss-Kruger zone 17,,,OGP,1995/06/02,,1,1
+21478,Beijing 1954 / Gauss-Kruger 18N,1592,projected,4530,,4214,16318,,,Truncated form of Gauss-Kruger zone 18,,,OGP,1995/06/02,,1,1
+21479,Beijing 1954 / Gauss-Kruger 19N,1593,projected,4530,,4214,16319,,,Truncated form of Gauss-Kruger zone 19,,,OGP,1995/06/02,,1,1
+21480,Beijing 1954 / Gauss-Kruger 20N,1594,projected,4530,,4214,16320,,,Truncated form of Gauss-Kruger zone 20,,,OGP,1995/06/02,,1,1
+21481,Beijing 1954 / Gauss-Kruger 21N,1595,projected,4530,,4214,16321,,,Truncated form of Gauss-Kruger zone 21,,,OGP,1995/06/02,,1,1
+21482,Beijing 1954 / Gauss-Kruger 22N,1596,projected,4530,,4214,16322,,,Truncated form of Gauss-Kruger zone 22,,,OGP,1995/06/02,,1,1
+21483,Beijing 1954 / Gauss-Kruger 23N,1597,projected,4530,,4214,16323,,,Truncated form of Gauss-Kruger zone 23,,,OGP,1995/06/02,,1,1
+21500,Belge 1950 (Brussels) / Belge Lambert 50,1347,projected,4499,,4809,19901,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Belge 1972 / Belge Lambert 72 (code 31300) and Belge 1972 / Belgian Lambert 72 (code 31370).,,OGP,1997/04/11,1997.130,1,0
+21780,Bern 1898 (Bern) / LV03C,1286,projected,4498,,4801,19923,,,Large and medium scale topographic mapping and engineering survey.,"In Switzerland, replaced by CH1903 / LV03 (code 21781).",Swiss Federal Office of Topography,OGP,2008/04/11,1997.270 1997.620 2008.022,1,0
+21781,CH1903 / LV03,1286,projected,4498,,4149,19922,,,"Large and medium scale topographic mapping, cadastral and engineering survey.","Replaces LV03C (code 21780) in Switzerland, but used only occasionally in Liechtenstein. Replaced by CH1903+/LV95 (code 2056).",Swiss Federal Office of Topography,OGP,2008/04/11,2001.290 2005.180 2008.022,1,0
+21817,Bogota 1975 / UTM zone 17N,1602,projected,4400,,4218,16017,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/10/19,2000.200,1,1
+21818,Bogota 1975 / UTM zone 18N,1603,projected,4400,,4218,16018,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/10/19,2000.200,1,0
+21891,Bogota 1975 / Colombia West zone,1598,projected,4499,,4218,18051,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/10/19,1997.110 1997.570 2000.200,1,1
+21892,Bogota 1975 / Colombia Bogota zone,1599,projected,4499,,4218,18052,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/10/19,1997.110 1997.570 2000.200,1,1
+21893,Bogota 1975 / Colombia East Central zone,1600,projected,4499,,4218,18053,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/10/19,1997.110 1997.570 2000.200,1,1
+21894,Bogota 1975 / Colombia East,1601,projected,4499,,4218,18054,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/10/19,1997.110 1997.570 2000.200,1,1
+21896,Bogota 1975 / Colombia West zone,1598,projected,4530,,4218,18051,,,Large and medium scale topographic mapping and engineering survey.,Replaced by MAGNA-SIRGAS / Colombia West zone (CRS code 3114).,,OGP,2005/04/27,,1,0
+21897,Bogota 1975 / Colombia Bogota zone,1599,projected,4530,,4218,18052,,,Large and medium scale topographic mapping and engineering survey.,Replaced by MAGNA-SIRGAS / Colombia Bogota zone (CRS code 3116).,,OGP,2005/04/27,,1,0
+21898,Bogota 1975 / Colombia East Central zone,1600,projected,4530,,4218,18053,,,Large and medium scale topographic mapping and engineering survey.,Replaced by MAGNA-SIRGAS / Colombia East Central zone (CRS code 3117).,,OGP,2005/04/27,,1,0
+21899,Bogota 1975 / Colombia East,1601,projected,4530,,4218,18054,,,Large and medium scale topographic mapping and engineering survey.,Replaced by MAGNA-SIRGAS / Colombia East zone (CRS code 3118).,,OGP,2005/04/27,,1,0
+22032,Camacupa / UTM zone 32S,1606,projected,4400,,4220,16132,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,1997.580,1,0
+22033,Camacupa / UTM zone 33S,1607,projected,4400,,4220,16133,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/11/13,1997.580,1,0
+22091,Camacupa / TM 11.30 SE,1605,projected,4400,,4220,16611,,,Oil exploration by Esso Angola offshore blocks 15 and 24.,,Esso Angola,OGP,1998/11/11,,1,0
+22092,Camacupa / TM 12 SE,1604,projected,4400,,4220,16612,,,"Oil exploration by Shell Angola for offshore blocks 1 and 16 and by BP Amoco, Elf and Esso for offshore blocks 31-33.",,Shell Angola,OGP,1998/11/11,,1,0
+22171,POSGAR 98 / Argentina 1,1608,projected,4530,,4190,18031,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 1 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,OGP,2005/09/12,,1,0
+22172,POSGAR 98 / Argentina 2,1609,projected,4530,,4190,18032,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 2 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,OGP,2005/09/12,,1,0
+22173,POSGAR 98 / Argentina 3,1610,projected,4530,,4190,18033,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 3 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,OGP,2005/09/12,,1,0
+22174,POSGAR 98 / Argentina 4,1611,projected,4530,,4190,18034,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 4 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,OGP,2005/09/12,,1,0
+22175,POSGAR 98 / Argentina 5,1612,projected,4530,,4190,18035,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 5 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,OGP,2005/09/12,,1,0
+22176,POSGAR 98 / Argentina 6,1613,projected,4530,,4190,18036,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 6 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,OGP,2005/09/12,,1,0
+22177,POSGAR 98 / Argentina 7,1614,projected,4530,,4190,18037,,,Large and medium scale topographic mapping and engineering survey.,"Replaces POSGAR 94 / Argentina 7 for many practical purposes, but at this time the older system remains the official system.",Total Argentina.,OGP,2005/09/12,,1,0
+22181,POSGAR 94 / Argentina 1,1608,projected,4530,,4694,18031,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 1 for many practical purposes.,Total Argentina.,OGP,2005/09/12,,1,0
+22182,POSGAR 94 / Argentina 2,1609,projected,4530,,4694,18032,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 2 for many practical purposes.,Total Argentina.,OGP,2005/09/12,,1,0
+22183,POSGAR 94 / Argentina 3,1610,projected,4530,,4694,18033,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 3 for many practical purposes.,Total Argentina.,OGP,2005/09/12,,1,0
+22184,POSGAR 94 / Argentina 4,1611,projected,4530,,4694,18034,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 4 for many practical purposes.,Total Argentina.,OGP,2005/09/12,,1,0
+22185,POSGAR 94 / Argentina 5,1612,projected,4530,,4694,18035,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 5 for many practical purposes.,Total Argentina.,OGP,2005/09/12,,1,0
+22186,POSGAR 94 / Argentina 6,1613,projected,4530,,4694,18036,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 6 for many practical purposes.,Total Argentina.,OGP,2005/09/12,,1,0
+22187,POSGAR 94 / Argentina 7,1614,projected,4530,,4694,18037,,,Large and medium scale topographic mapping and engineering survey.,Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 7 for many practical purposes.,Total Argentina.,OGP,2005/09/12,,1,0
+22191,Campo Inchauspe / Argentina 1,1608,projected,4530,,4221,18031,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2002/06/22,1999.720 2002.360,1,0
+22192,Campo Inchauspe / Argentina 2,1609,projected,4530,,4221,18032,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2002/06/22,1999.720 2002.360,1,0
+22193,Campo Inchauspe / Argentina 3,1610,projected,4530,,4221,18033,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2002/06/22,1999.720 2002.360,1,0
+22194,Campo Inchauspe / Argentina 4,1611,projected,4530,,4221,18034,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2002/06/22,1999.720 2002.360,1,0
+22195,Campo Inchauspe / Argentina 5,1612,projected,4530,,4221,18035,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2002/06/22,1999.720 2002.360,1,0
+22196,Campo Inchauspe / Argentina 6,1613,projected,4530,,4221,18036,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2002/06/22,1999.720 2002.360,1,0
+22197,Campo Inchauspe / Argentina 7,1614,projected,4530,,4221,18037,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2002/06/22,1999.720 2002.360,1,0
+22234,Cape / UTM zone 34S,1615,projected,4400,,4222,16134,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/12/08,,1,0
+22235,Cape / UTM zone 35S,1617,projected,4400,,4222,16135,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/12/08,,1,0
+22236,Cape / UTM zone 36S,1616,projected,4400,,4222,16136,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/12/08,,1,0
+22275,Cape / Lo15,1454,projected,6503,,4222,17515,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",OGP,2007/02/12,1999.980 2000.040 2007.022,1,0
+22277,Cape / Lo17,1455,projected,6503,,4222,17517,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",OGP,2007/02/12,1999.980 2000.040 2007.022,1,0
+22279,Cape / Lo19,1456,projected,6503,,4222,17519,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",OGP,2007/02/12,1999.980 2000.040 2007.022,1,0
+22281,Cape / Lo21,1457,projected,6503,,4222,17521,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",OGP,2007/02/12,1999.980 2000.040 2007.022,1,0
+22283,Cape / Lo23,1458,projected,6503,,4222,17523,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",OGP,2007/02/12,1999.980 2000.040 2007.022,1,0
+22285,Cape / Lo25,1459,projected,6503,,4222,17525,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",OGP,2007/02/12,1999.980 2000.040 2007.022,1,0
+22287,Cape / Lo27,1460,projected,6503,,4222,17527,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",OGP,2007/02/12,1999.980 2000.040 2007.022,1,0
+22289,Cape / Lo29,1461,projected,6503,,4222,17529,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",OGP,2007/02/12,1999.980 2000.040 2007.022,1,0
+22291,Cape / Lo31,1462,projected,6503,,4222,17531,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",OGP,2007/02/12,1999.980 2000.040 2007.022,1,0
+22293,Cape / Lo33,1463,projected,6503,,4222,17533,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,"Directorate of Surveys and Mapping, Mowbray, South Africa.",OGP,2007/02/12,1999.980 2000.040 2007.022,1,0
+22300,Carthage (Paris) / Tunisia Mining Grid,1618,projected,4406,,4816,19937,,,Large and medium scale topographic mapping and engineering survey.,CAUTION: Carthage datum did not exist when the 1953 decree was issued and an inference is that grid should be applied to the Voirol 1875 geogCRS. Common practice assumes that the current Tunisian geodetic datum of Carthage applies.,,OGP,1998/11/11,,1,0
+22332,Carthage / UTM zone 32N,1489,projected,4400,,4223,16032,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+22391,Carthage / Nord Tunisie,1619,projected,4499,,4223,18181,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+22392,Carthage / Sud Tunisie,1620,projected,4499,,4223,18182,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+22521,Corrego Alegre / UTM zone 21S,3355,projected,4400,,4225,16121,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SAD69 / UTM zone 21S.,OGP,OGP,2005/12/30,,1,0
+22522,Corrego Alegre / UTM zone 22S,3176,projected,4400,,4225,16122,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SAD69 / UTM zone 22S.,OGP,OGP,2005/12/30,,1,0
+22523,Corrego Alegre / UTM zone 23S,3177,projected,4400,,4225,16123,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SAD69 / UTM zone 23S.,IBGE,OGP,2005/12/30,2005.841,1,0
+22524,Corrego Alegre / UTM zone 24S,1818,projected,4400,,4225,16124,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SAD69 / UTM zone 24S.,IBGE,OGP,2005/12/30,2005.841,1,0
+22525,Corrego Alegre / UTM zone 25S,3178,projected,4400,,4225,16125,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SAD69 / UTM zone 25S.,OGP,OGP,2005/12/30,,1,0
+22700,Deir ez Zor / Levant Zone,1623,projected,4499,,4227,19940,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Deir ez Zor / Syria Lambert (EPSG code 22770) from 1973.,,OGP,1999/04/22,,1,0
+22770,Deir ez Zor / Syria Lambert,1623,projected,4499,,4227,19948,,,Large and medium scale topographic mapping and engineering survey.,Replaces Deir ez Zor / Levant zone (EPSG code 22700) from 1973.,,OGP,1999/10/20,,1,0
+22780,Deir ez Zor / Levant Stereographic,1623,projected,4499,,4227,19949,,,Used prior to World War II for cadastral and large scale topographic mapping.,,,OGP,2000/10/19,,1,0
+22832,Douala / UTM zone 32N,1060,projected,4400,,4228,16032,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+22991,Egypt 1907 / Blue Belt,1642,projected,4400,,4229,18071,,,Military topographic mapping. Oil industry usually uses Egypt 1907 / Red Belt rather than this projected CRS.,Also known as Egypt 1907 / Green Belt.,,OGP,2002/07/16,2002.490,1,0
+22992,Egypt 1907 / Red Belt,1643,projected,4400,,4229,18072,,,Large and medium scale topographic mapping and engineering survey.,See also Egypt 1907 / Blue Belt for non oil industry usage in Sinai peninsula.,,OGP,1995/06/02,,1,0
+22993,Egypt 1907 / Purple Belt,1644,projected,4400,,4229,18073,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+22994,Egypt 1907 / Extended Purple Belt,1645,projected,4400,,4229,18074,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+23028,ED50 / UTM zone 28N,1631,projected,4400,,4230,16028,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,2005.180,1,0
+23029,ED50 / UTM zone 29N,1632,projected,4400,,4230,16029,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,2005.180,1,0
+23030,ED50 / UTM zone 30N,1633,projected,4400,,4230,16030,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/05/27,2005.180,1,0
+23031,ED50 / UTM zone 31N,1634,projected,4400,,4230,16031,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/05/27,2005.180,1,0
+23032,ED50 / UTM zone 32N,1635,projected,4400,,4230,16032,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/05/27,2005.180,1,0
+23033,ED50 / UTM zone 33N,1636,projected,4400,,4230,16033,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/05/27,2005.180,1,0
+23034,ED50 / UTM zone 34N,1637,projected,4400,,4230,16034,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+23035,ED50 / UTM zone 35N,1638,projected,4400,,4230,16035,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/05/27,2005.180,1,0
+23036,ED50 / UTM zone 36N,1639,projected,4400,,4230,16036,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/05/27,2005.180,1,0
+23037,ED50 / UTM zone 37N,1640,projected,4400,,4230,16037,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/05/27,2005.180,1,0
+23038,ED50 / UTM zone 38N,1641,projected,4400,,4230,16038,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/05/27,2005.180,1,0
+23090,ED50 / TM 0 N,1629,projected,4400,,4230,16400,,,Used by Shell UK for UKCS North Sea oil exploration and production.,,Shell UK,OGP,1998/11/11,,1,0
+23095,ED50 / TM 5 NE,1630,projected,4400,,4230,16405,,,Used by NAM for Dutch Sector of the North Sea oil exploration and production.,,NAM,OGP,1998/11/11,,1,0
+23239,Fahud / UTM zone 39N,1544,projected,4400,,4232,16039,,,Large and medium scale topographic mapping and engineering survey.,Since 1993 replaced by PSD93 / UTM zone 39N projCRS (code 3439). Maximum differences to Fahud adjustment are 20 metres.,,OGP,2004/04/07,2004.210,1,0
+23240,Fahud / UTM zone 40N,1545,projected,4400,,4232,16040,,,Large and medium scale topographic mapping and engineering survey.,Since 1993 replaced by PSD93 / UTM zone 40N projCRS (code 3440). Maximum differences to Fahud adjustment are 20 metres.,,OGP,2004/04/07,2004.210,1,0
+23433,Garoua / UTM zone 33N,1060,projected,4400,,4234,16033,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+23700,HD72 / EOV,1119,projected,4498,,4237,19931,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1997/07/22,,1,0
+23830,DGN95 / Indonesia TM-3 zone 46.2,1647,projected,4499,,4755,17432,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23831,DGN95 / Indonesia TM-3 zone 47.1,3510,projected,4499,,4755,17433,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23832,DGN95 / Indonesia TM-3 zone 47.2,3511,projected,4499,,4755,17434,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23833,DGN95 / Indonesia TM-3 zone 48.1,3512,projected,4499,,4755,17435,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23834,DGN95 / Indonesia TM-3 zone 48.2,3513,projected,4499,,4755,17436,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23835,DGN95 / Indonesia TM-3 zone 49.1,3514,projected,4499,,4755,17437,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23836,DGN95 / Indonesia TM-3 zone 49.2,3515,projected,4499,,4755,17438,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23837,DGN95 / Indonesia TM-3 zone 50.1,3516,projected,4499,,4755,17439,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23838,DGN95 / Indonesia TM-3 zone 50.2,3517,projected,4499,,4755,17440,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23839,DGN95 / Indonesia TM-3 zone 51.1,3518,projected,4499,,4755,17441,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23840,DGN95 / Indonesia TM-3 zone 51.2,3519,projected,4499,,4755,17442,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23841,DGN95 / Indonesia TM-3 zone 52.1,3520,projected,4499,,4755,17443,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23842,DGN95 / Indonesia TM-3 zone 52.2,3521,projected,4499,,4755,17444,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23843,DGN95 / Indonesia TM-3 zone 53.1,3522,projected,4499,,4755,17445,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23844,DGN95 / Indonesia TM-3 zone 53.2,3523,projected,4499,,4755,17446,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23845,DGN95 / Indonesia TM-3 zone 54.1,1663,projected,4499,,4755,17447,,,Land use and cadastre.,"Used by BPN for large scale (1:10,000 and greater) land use mapping.","National Land Agency (Badan Pertanahan Nasional, BPN)",OGP,2007/05/10,,1,0
+23846,ID74 / UTM zone 46N,1647,projected,4400,,4238,16046,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 46N.,,OGP,2006/08/25,1995.193 1995.200 2006.810,1,0
+23847,ID74 / UTM zone 47N,1649,projected,4400,,4238,16047,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 47N.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23848,ID74 / UTM zone 48N,1651,projected,4400,,4238,16048,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 48N.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23849,ID74 / UTM zone 49N,1653,projected,4400,,4238,16049,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 49N.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23850,ID74 / UTM zone 50N,1655,projected,4400,,4238,16050,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 50N.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23851,ID74 / UTM zone 51N,1657,projected,4400,,4238,16051,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 51N.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23852,ID74 / UTM zone 52N,1659,projected,4400,,4238,16052,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 52N.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23853,ID74 / UTM zone 53N,1661,projected,4400,,4238,16053,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/07/21,1995.193,1,1
+23866,DGN95 / UTM zone 46N,1647,projected,4400,,4755,16046,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 46N.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23867,DGN95 / UTM zone 47N,1649,projected,4400,,4755,16047,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 47N.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23868,DGN95 / UTM zone 48N,1651,projected,4400,,4755,16048,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 48N.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23869,DGN95 / UTM zone 49N,1653,projected,4400,,4755,16049,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 49N.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23870,DGN95 / UTM zone 50N,1655,projected,4400,,4755,16050,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 50N.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23871,DGN95 / UTM zone 51N,1657,projected,4400,,4755,16051,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 51N.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23872,DGN95 / UTM zone 52N,1659,projected,4400,,4755,16052,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 52N.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23877,DGN95 / UTM zone 47S,1650,projected,4400,,4755,16147,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 47S.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23878,DGN95 / UTM zone 48S,1652,projected,4400,,4755,16148,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 48S.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23879,DGN95 / UTM zone 49S,1654,projected,4400,,4755,16149,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 49S.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23880,DGN95 / UTM zone 50S,1656,projected,4400,,4755,16150,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 50S.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23881,DGN95 / UTM zone 51S,1658,projected,4400,,4755,16151,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 51S.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23882,DGN95 / UTM zone 52S,1660,projected,4400,,4755,16152,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 52S.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23883,DGN95 / UTM zone 53S,1662,projected,4400,,4755,16153,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 53S.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23884,DGN95 / UTM zone 54S,1663,projected,4400,,4755,16154,,,Large and medium scale topographic mapping and engineering survey.,Replaces ID74 / UTM zone 54S.,Bakosurtanal.,OGP,2006/08/25,,1,0
+23886,ID74 / UTM zone 46S,1648,projected,4400,,4238,16146,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/08/08,1995.193 1995.200,1,1
+23887,ID74 / UTM zone 47S,1650,projected,4400,,4238,16147,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 47S.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23888,ID74 / UTM zone 48S,1652,projected,4400,,4238,16148,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 48S.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23889,ID74 / UTM zone 49S,1654,projected,4400,,4238,16149,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 49S.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23890,ID74 / UTM zone 50S,1656,projected,4400,,4238,16150,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 50S.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23891,ID74 / UTM zone 51S,1658,projected,4400,,4238,16151,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 51S.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23892,ID74 / UTM zone 52S,1660,projected,4400,,4238,16152,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 52S.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23893,ID74 / UTM zone 53S,1662,projected,4400,,4238,16153,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 53S.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23894,ID74 / UTM zone 54S,1663,projected,4400,,4238,16154,,,Large and medium scale topographic mapping and engineering survey.,Replaced by DGN95 / UTM zone 54S.,,OGP,2006/08/25,1995.193 2006.810,1,0
+23946,Indian 1954 / UTM zone 46N,1664,projected,4400,,4239,16046,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1998/06/13,,1,0
+23947,Indian 1954 / UTM zone 47N,1665,projected,4400,,4239,16047,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+23948,Indian 1954 / UTM zone 48N,1666,projected,4400,,4239,16048,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+24047,Indian 1975 / UTM zone 47N,1667,projected,4400,,4240,16047,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+24048,Indian 1975 / UTM zone 48N,1666,projected,4400,,4240,16048,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+24100,Jamaica 1875 / Jamaica (Old Grid),3342,projected,4403,,4241,19909,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JAD69 / Jamaica National Grid (CRS code 24200).,"Survey Department, Government of Jamaica, 1983.",OGP,1995/06/02,,1,0
+24200,JAD69 / Jamaica National Grid,3342,projected,4400,,4242,19910,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaces Jamaica 1875 / Jamaica (Old Grid) (CRS code 24100). Replaced by JAD2001 / Jamaica Metric Grid (CRS code 3448).,"Survey Department, Government of Jamaica, 1983.",OGP,2007/01/19,2004.510 2007.001,1,0
+24305,Kalianpur 1937 / UTM zone 45N,1674,projected,4400,,4144,16045,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,,1,0
+24306,Kalianpur 1937 / UTM zone 46N,1675,projected,4400,,4144,16046,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,,1,0
+24311,Kalianpur 1962 / UTM zone 41N,1687,projected,4400,,4145,16041,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,,1,0
+24312,Kalianpur 1962 / UTM zone 42N,1688,projected,4400,,4145,16042,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,,1,0
+24313,Kalianpur 1962 / UTM zone 43N,1689,projected,4400,,4145,16043,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,,1,0
+24342,Kalianpur 1975 / UTM zone 42N,1679,projected,4400,,4146,16042,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,,1,0
+24343,Kalianpur 1975 / UTM zone 43N,1680,projected,4400,,4146,16043,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,,1,0
+24344,Kalianpur 1975 / UTM zone 44N,1681,projected,4400,,4146,16044,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,,1,0
+24345,Kalianpur 1975 / UTM zone 45N,1682,projected,4400,,4146,16045,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,,1,0
+24346,Kalianpur 1975 / UTM zone 46N,1683,projected,4400,,4146,16046,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,,1,0
+24347,Kalianpur 1975 / UTM zone 47N,1684,projected,4400,,4146,16047,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,,1,0
+24370,Kalianpur 1880 / India zone 0,1668,projected,4408,,4243,18110,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,1997.231,1,0
+24371,Kalianpur 1880 / India zone I,1669,projected,4408,,4243,18111,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,1997.231,1,0
+24372,Kalianpur 1880 / India zone IIa,1670,projected,4408,,4243,18112,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,1997.231,1,0
+24373,Kalianpur 1880 / India zone III,1672,projected,4408,,4243,18114,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,1997.231,1,0
+24374,Kalianpur 1880 / India zone IV,1673,projected,4408,,4243,18116,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,1997.231,1,0
+24375,Kalianpur 1937 / India zone IIb,1041,projected,4400,,4144,18238,,,Large and medium scale topographic mapping and engineering survey.,Used by Bangladesh since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and Benoit's 1895 British inch-metre ratio of 39.370115 rounded as Ind ft = 0.30479841m exactly.,,OGP,1999/10/20,1997.231,1,0
+24376,Kalianpur 1962 / India zone I,1685,projected,4400,,4145,18236,,,Large and medium scale topographic mapping and engineering survey.,Used by Pakistan since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded by G.Bomford with slight error as Ind ft = 0.3047996m exactly.,,OGP,2007/01/25,1997.231 2007.011,1,0
+24377,Kalianpur 1962 / India zone IIa,1686,projected,4400,,4145,18237,,,Large and medium scale topographic mapping and engineering survey.,Used by Pakistan since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded by G.Bomford with slight error as Ind ft = 0.3047996m exactly.,,OGP,2007/01/25,1997.231 2007.011,1,0
+24378,Kalianpur 1975 / India zone I,1676,projected,4400,,4146,18231,,,Large and medium scale topographic mapping and engineering survey.,Used by India since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.,,OGP,2007/01/25,1997.231 2007.011,1,0
+24379,Kalianpur 1975 / India zone IIa,1677,projected,4400,,4146,18232,,,Large and medium scale topographic mapping and engineering survey.,Used by India since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.,,OGP,2007/01/25,1997.231 2007.011,1,0
+24380,Kalianpur 1975 / India zone IIb,1678,projected,4400,,4146,18235,,,Large and medium scale topographic mapping and engineering survey.,Used by India since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.,,OGP,2007/01/25,1997.231 2007.011,1,0
+24381,Kalianpur 1975 / India zone III,1672,projected,4400,,4146,18233,,,Large and medium scale topographic mapping and engineering survey.,Used by India since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.,,OGP,2007/01/25,1997.231 2007.011,1,0
+24382,Kalianpur 1880 / India zone IIb,1671,projected,4408,,4243,18113,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,1997.231,1,0
+24383,Kalianpur 1975 / India zone IV,1673,projected,4400,,4146,18234,,,Large and medium scale topographic mapping and engineering survey.,Used by India since metrication. Metric conversion applies A.R.Clarke's Indian foot-British foot ratio of 0.99999566 and J.S.Clark's 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.,,OGP,2007/01/25,1997.231 2007.011,1,0
+24500,Kertau 1968 / Singapore Grid,1210,projected,4400,,4245,19920,,,Large and medium scale topographic mapping and engineering survey.,"For cadastral purposes, replaced by SVY21 / Singapore TM (CRS code 3414) from August 2004.",Defence Geographic Centre.,OGP,2006/10/13,2006.251 2006.891,1,0
+24547,Kertau 1968 / UTM zone 47N,1691,projected,4400,,4245,16047,,,Large and medium scale topographic mapping and engineering survey.,,Defence Geographic Centre.,OGP,2006/07/24,2006.251,1,0
+24548,Kertau 1968 / UTM zone 48N,1692,projected,4400,,4245,16048,,,Large and medium scale topographic mapping and engineering survey.,,Defence Geographic Centre.,OGP,2006/07/24,1995.192 2006.251,1,0
+24571,Kertau / R.S.O. Malaya (ch),1690,projected,4401,,4245,19935,,,Large and medium scale topographic mapping and engineering survey.,Adopts metric conversion of 39.370113 inches per metre.,,OGP,1999/10/20,1997.231,1,1
+24600,KOC Lambert,3267,projected,4400,,4246,19906,,,"Oil industry exploration (but not production - see Ain el Abd / UTM zone 38N, code 20438).","Used by KOC for exploration but not engineering (see Ain el Abd / UTM zone 38N, code 20438).",,OGP,2007/05/29,2007.055,1,0
+24718,La Canoa / UTM zone 18N,1693,projected,4400,,4247,16018,,,Large and medium scale topographic mapping and engineering survey.,Sometimes referred to as PSAD56 / UTM zone 18N.,,OGP,1999/10/20,,1,0
+24719,La Canoa / UTM zone 19N,1694,projected,4400,,4247,16019,,,Large and medium scale topographic mapping and engineering survey.,Sometimes referred to as PSAD56 / UTM zone 19N.,,OGP,1999/10/20,,1,0
+24720,La Canoa / UTM zone 20N,1695,projected,4400,,4247,16020,,,Large and medium scale topographic mapping and engineering survey.,Sometimes referred to as PSAD56 / UTM zone 20N.,,OGP,1995/06/02,,1,0
+24817,PSAD56 / UTM zone 17N,3112,projected,4400,,4248,16017,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/07/01,,1,0
+24818,PSAD56 / UTM zone 18N,1756,projected,4400,,4248,16018,,,Large and medium scale topographic mapping and engineering survey.,In Venezuela also known as La Canoa / UTM zone 18N.,,OGP,1995/06/02,,1,0
+24819,PSAD56 / UTM zone 19N,1758,projected,4400,,4248,16019,,,Large and medium scale topographic mapping and engineering survey.,In Venezuela also known as La Canoa / UTM zone 19N.,,OGP,1995/06/02,,1,0
+24820,PSAD56 / UTM zone 20N,1760,projected,4400,,4248,16020,,,Large and medium scale topographic mapping and engineering survey.,In Venezuela also known as La Canoa / UTM zone 20N.,,OGP,1995/06/02,,1,0
+24821,PSAD56 / UTM zone 21N,1762,projected,4400,,4248,16021,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+24877,PSAD56 / UTM zone 17S,1755,projected,4400,,4248,16117,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+24878,PSAD56 / UTM zone 18S,1757,projected,4400,,4248,16118,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+24879,PSAD56 / UTM zone 19S,1759,projected,4400,,4248,16119,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+24880,PSAD56 / UTM zone 20S,1761,projected,4400,,4248,16120,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+24881,PSAD56 / UTM zone 21S,1761,projected,4400,,4248,16121,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/07/01,,1,0
+24882,PSAD56 / UTM zone 22S,1754,projected,4400,,4248,16122,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/04/22,,1,0
+24891,PSAD56 / Peru west zone,1753,projected,4499,,4248,18161,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+24892,PSAD56 / Peru central zone,1752,projected,4499,,4248,18162,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+24893,PSAD56 / Peru east zone,1751,projected,4499,,4248,18163,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+25000,Leigon / Ghana Metre Grid,1104,projected,4400,,4250,19904,,,Large and medium scale topographic mapping and engineering survey.,Replaced Accra / Ghana National Grid (code 2136) in 1978.,,OGP,1995/06/02,,1,0
+25231,Lome / UTM zone 31N,1232,projected,4400,,4252,16031,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+25391,Luzon 1911 / Philippines zone I,1698,projected,4499,,4253,18171,,,Large and medium scale topographic mapping and engineering survey.,Replaced by PRS92 / Philippines zone 1 (CRS code 3121).,,OGP,2004/12/24,2004.730,1,0
+25392,Luzon 1911 / Philippines zone II,1699,projected,4499,,4253,18172,,,Large and medium scale topographic mapping and engineering survey.,Replaced by PRS92 / Philippines zone 2 (CRS code 3122).,,OGP,2004/12/24,2004.730,1,0
+25393,Luzon 1911 / Philippines zone III,1700,projected,4499,,4253,18173,,,Large and medium scale topographic mapping and engineering survey.,Replaced by PRS92 / Philippines zone 3 (CRS code 3123).,,OGP,2004/12/24,2004.730,1,0
+25394,Luzon 1911 / Philippines zone IV,1701,projected,4499,,4253,18174,,,Large and medium scale topographic mapping and engineering survey.,Replaced by PRS92 / Philippines zone 4 (CRS code 3124).,,OGP,2004/12/24,2004.730,1,0
+25395,Luzon 1911 / Philippines zone V,1702,projected,4499,,4253,18175,,,Large and medium scale topographic mapping and engineering survey.,Replaced by PRS92 / Philippines zone 5 (CRS code 3125).,,OGP,2004/12/24,2004.730,1,0
+25700,Makassar (Jakarta) / NEIEZ,1316,projected,4499,,4804,19905,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+25828,ETRS89 / UTM zone 28N,2122,projected,4400,,4258,16028,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,OGP,2000/10/19,1999.110 2000.720,1,0
+25829,ETRS89 / UTM zone 29N,2123,projected,4400,,4258,16029,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,OGP,2000/10/19,1999.110 2000.720,1,0
+25830,ETRS89 / UTM zone 30N,2124,projected,4400,,4258,16030,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,OGP,2000/10/19,1999.110 2000.720,1,0
+25831,ETRS89 / UTM zone 31N,2125,projected,4400,,4258,16031,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,OGP,2000/10/19,1999.110 2000.720,1,0
+25832,ETRS89 / UTM zone 32N,2126,projected,4400,,4258,16032,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,OGP,2000/10/19,1999.110 2000.720,1,0
+25833,ETRS89 / UTM zone 33N,2127,projected,4400,,4258,16033,,,Large and medium scale topographic mapping and engineering survey.,Used for all state of Brandenburg including those areas west of 12°E.,,OGP,2008/06/24,1999.110 2000.720 2008.045,1,0
+25834,ETRS89 / UTM zone 34N,2128,projected,4400,,4258,16034,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,OGP,2000/10/19,1999.110 2000.720,1,0
+25835,ETRS89 / UTM zone 35N,2129,projected,4400,,4258,16035,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,OGP,2000/10/19,1999.110 2000.720,1,0
+25836,ETRS89 / UTM zone 36N,2130,projected,4400,,4258,16036,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,OGP,2000/10/19,1999.110 2000.720,1,0
+25837,ETRS89 / UTM zone 37N,2131,projected,4400,,4258,16037,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,OGP,2000/10/19,1999.110 2000.720,1,0
+25838,ETRS89 / UTM zone 38N,2132,projected,4400,,4258,16038,,,Large and medium scale topographic mapping and engineering survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.,,OGP,2000/10/19,1999.110 2000.720,1,0
+25884,ETRS89 / TM Baltic93,1646,projected,4530,,4258,19939,,,Medium and small scale topographic mapping and engineering survey.,"Used as a common coordinate system for the Baltic states and for medium and small scale mapping since 1993. For large scale applications see CRS codes 3300-01 (Estonia), 3059 (Latvia) and 2600 (Lituania).",http://www.geo.ut.ee/,OGP,2005/09/29,1999.110 2000.720 2005.460,1,0
+25932,Malongo 1987 / UTM zone 32S,3180,projected,4400,,4259,16132,,,Oil industry offshore exploration and production from 1987.,"Replaced Mhast (offshore) / UTM zone 32S (CRS code 3354) in 1987. References to ""Mhast"" since 1987 often should have stated ""Malongo 1987"".",ChevronTexaco.,OGP,2006/01/06,2005.751,1,0
+26191,Merchich / Nord Maroc,1703,projected,4499,,4261,18131,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2002/09/19,2002.640,1,0
+26192,Merchich / Sud Maroc,2787,projected,4499,,4261,18132,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2002/09/19,2002.640,1,0
+26193,Merchich / Sahara,1705,projected,4499,,4261,18133,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+26194,Merchich / Sahara Nord,2788,projected,4499,,4261,18134,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2002/09/19,,1,0
+26195,Merchich / Sahara Sud,2789,projected,4499,,4261,18135,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2002/09/19,,1,0
+26237,Massawa / UTM zone 37N,1089,projected,4400,,4262,16037,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26331,Minna / UTM zone 31N,1716,projected,4400,,4263,16031,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26332,Minna / UTM zone 32N,1717,projected,4400,,4263,16032,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26391,Minna / Nigeria West Belt,1715,projected,4400,,4263,18151,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26392,Minna / Nigeria Mid Belt,1714,projected,4400,,4263,18152,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26393,Minna / Nigeria East Belt,1713,projected,4400,,4263,18153,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26432,Mhast / UTM zone 32S,1318,projected,4400,,4264,16132,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+26591,Monte Mario (Rome) / Italy zone 1,1718,projected,4499,,4806,18121,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+26592,Monte Mario (Rome) / Italy zone 2,1719,projected,4499,,4806,18122,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+26632,M'poraloko / UTM zone 32N,1696,projected,4400,,4266,16032,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26692,M'poraloko / UTM zone 32S,1697,projected,4400,,4266,16132,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26701,NAD27 / UTM zone 1N,3374,projected,4400,,4267,16001,,,Medium scale topographic mapping.,,US Geological Survey,OGP,2006/03/16,,1,0
+26702,NAD27 / UTM zone 2N,3375,projected,4400,,4267,16002,,,Medium scale topographic mapping.,,US Geological Survey,OGP,2006/03/16,,1,0
+26703,NAD27 / UTM zone 3N,2133,projected,4400,,4267,16003,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26704,NAD27 / UTM zone 4N,2134,projected,4400,,4267,16004,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26705,NAD27 / UTM zone 5N,2135,projected,4400,,4267,16005,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26706,NAD27 / UTM zone 6N,2136,projected,4400,,4267,16006,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26707,NAD27 / UTM zone 7N,2137,projected,4400,,4267,16007,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26708,NAD27 / UTM zone 8N,2138,projected,4400,,4267,16008,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26709,NAD27 / UTM zone 9N,2139,projected,4400,,4267,16009,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26710,NAD27 / UTM zone 10N,2140,projected,4400,,4267,16010,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26711,NAD27 / UTM zone 11N,2141,projected,4400,,4267,16011,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26712,NAD27 / UTM zone 12N,2142,projected,4400,,4267,16012,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26713,NAD27 / UTM zone 13N,2143,projected,4400,,4267,16013,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26714,NAD27 / UTM zone 14N,2144,projected,4400,,4267,16014,,,Large and medium scale topographic mapping and engineering survey.,See NAD27 / BLM 14N (feet) (code 32064) for non-metric equivalent used in US Gulf of Mexico.,,OGP,1995/06/02,,1,0
+26715,NAD27 / UTM zone 15N,2145,projected,4400,,4267,16015,,,Large and medium scale topographic mapping and engineering survey.,In Ontario replaced by NAD27(76) / UTM zone 15N (code 2027). See NAD27 / BLM 15N (feet) (code 32065) for non-metric equivalent used in US Gulf of Mexico.,,OGP,1995/06/02,,1,0
+26716,NAD27 / UTM zone 16N,2146,projected,4400,,4267,16016,,,Large and medium scale topographic mapping and engineering survey.,In Ontario replaced by NAD27(76) / UTM zone 16N (code 2028). See NAD27 / BLM 16N (feet) (code 32066) for non-metric equivalent used in US Gulf of Mexico.,,OGP,1995/06/02,,1,0
+26717,NAD27 / UTM zone 17N,2147,projected,4400,,4267,16017,,,Large and medium scale topographic mapping and engineering survey.,In Ontario replaced by NAD27(76) / UTM zone 17N (code 2029). In Quebec replaced by NAD27(CGQ77) / UTM zone 17N (code 2031). See NAD27 / BLM 17N (feet) (code 32067) for non-metric equivalent used in US Gulf of Mexico.,,OGP,1995/06/02,,1,0
+26718,NAD27 / UTM zone 18N,2148,projected,4400,,4267,16018,,,Large and medium scale topographic mapping and engineering survey.,In Ontario replaced by NAD27(76) / UTM zone 18N (code 2030). In Quebec replaced by NAD27(CGQ77) / UTM zone 18N (code 2032).,,OGP,1995/06/02,,1,0
+26719,NAD27 / UTM zone 19N,2149,projected,4400,,4267,16019,,,Large and medium scale topographic mapping and engineering survey.,In Quebec replaced by NAD27(CGQ77) / UTM zone 19N (code 2033).,,OGP,1995/06/02,,1,0
+26720,NAD27 / UTM zone 20N,2150,projected,4400,,4267,16020,,,Large and medium scale topographic mapping and engineering survey.,In Quebec replaced by NAD27(CGQ77) / UTM zone 20N (code 2034).,,OGP,1995/06/02,,1,0
+26721,NAD27 / UTM zone 21N,2151,projected,4400,,4267,16021,,,Large and medium scale topographic mapping and engineering survey.,In Quebec replaced by NAD27(CGQ77) / UTM zone 21N (code 2035).,,OGP,1995/06/02,,1,0
+26722,NAD27 / UTM zone 22N,2152,projected,4400,,4267,16022,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26729,NAD27 / Alabama East,2154,projected,4497,,4267,10101,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26730,NAD27 / Alabama West,2155,projected,4497,,4267,10102,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26731,NAD27 / Alaska zone 1,2156,projected,4497,,4267,15001,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26732,NAD27 / Alaska zone 2,2158,projected,4497,,4267,15002,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26733,NAD27 / Alaska zone 3,2159,projected,4497,,4267,15003,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26734,NAD27 / Alaska zone 4,2160,projected,4497,,4267,15004,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26735,NAD27 / Alaska zone 5,2161,projected,4497,,4267,15005,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26736,NAD27 / Alaska zone 6,2162,projected,4497,,4267,15006,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26737,NAD27 / Alaska zone 7,2163,projected,4497,,4267,15007,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26738,NAD27 / Alaska zone 8,2164,projected,4497,,4267,15008,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26739,NAD27 / Alaska zone 9,2165,projected,4497,,4267,15009,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26740,NAD27 / Alaska zone 10,2157,projected,4497,,4267,15010,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26741,NAD27 / California zone I,2175,projected,4497,,4267,10401,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26742,NAD27 / California zone II,2176,projected,4497,,4267,10402,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26743,NAD27 / California zone III,2177,projected,4497,,4267,10403,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26744,NAD27 / California zone IV,2178,projected,4497,,4267,10404,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26745,NAD27 / California zone V,2179,projected,4497,,4267,10405,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26746,NAD27 / California zone VI,2180,projected,4497,,4267,10406,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26747,NAD27 / California zone VII,2181,projected,4497,,4267,10407,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+26748,NAD27 / Arizona East,2167,projected,4497,,4267,10201,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,1995.250 2000.091,1,0
+26749,NAD27 / Arizona Central,2166,projected,4497,,4267,10202,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/08/22,1995.250,1,0
+26750,NAD27 / Arizona West,2168,projected,4497,,4267,10203,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,1995.250 2000.091,1,0
+26751,NAD27 / Arkansas North,2169,projected,4497,,4267,10301,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26752,NAD27 / Arkansas South,2170,projected,4497,,4267,10302,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26753,NAD27 / Colorado North,2184,projected,4497,,4267,10501,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26754,NAD27 / Colorado Central,2183,projected,4497,,4267,10502,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26755,NAD27 / Colorado South,2185,projected,4497,,4267,10503,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26756,NAD27 / Connecticut,1377,projected,4497,,4267,10600,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26757,NAD27 / Delaware,1378,projected,4497,,4267,10700,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26758,NAD27 / Florida East,2186,projected,4497,,4267,10901,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26759,NAD27 / Florida West,2188,projected,4497,,4267,10902,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26760,NAD27 / Florida North,2187,projected,4497,,4267,10903,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26766,NAD27 / Georgia East,2189,projected,4497,,4267,11001,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26767,NAD27 / Georgia West,2190,projected,4497,,4267,11002,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26768,NAD27 / Idaho East,2192,projected,4497,,4267,11101,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26769,NAD27 / Idaho Central,2191,projected,4497,,4267,11102,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26770,NAD27 / Idaho West,2193,projected,4497,,4267,11103,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26771,NAD27 / Illinois East,2194,projected,4497,,4267,11201,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26772,NAD27 / Illinois West,2195,projected,4497,,4267,11202,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26773,NAD27 / Indiana East,2196,projected,4497,,4267,11301,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26774,NAD27 / Indiana West,2197,projected,4497,,4267,11302,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26775,NAD27 / Iowa North,2198,projected,4497,,4267,11401,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26776,NAD27 / Iowa South,2199,projected,4497,,4267,11402,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26777,NAD27 / Kansas North,2200,projected,4497,,4267,11501,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26778,NAD27 / Kansas South,2201,projected,4497,,4267,11502,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26779,NAD27 / Kentucky North,2202,projected,4497,,4267,11601,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26780,NAD27 / Kentucky South,2203,projected,4497,,4267,11602,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26781,NAD27 / Louisiana North,2204,projected,4497,,4267,11701,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26782,NAD27 / Louisiana South,2205,projected,4497,,4267,11702,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26783,NAD27 / Maine East,2206,projected,4497,,4267,11801,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Maine Coordinate System of 1983.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,2000.091 2008.006,1,0
+26784,NAD27 / Maine West,2207,projected,4497,,4267,11802,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Maine Coordinate System of 1983.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,2000.091 2008.006,1,0
+26785,NAD27 / Maryland,1389,projected,4497,,4267,11900,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26786,NAD27 / Massachusetts Mainland,2209,projected,4497,,4267,12001,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26787,NAD27 / Massachusetts Island,2208,projected,4497,,4267,12002,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26791,NAD27 / Minnesota North,2214,projected,4497,,4267,12201,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26792,NAD27 / Minnesota Central,2213,projected,4497,,4267,12202,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26793,NAD27 / Minnesota South,2215,projected,4497,,4267,12203,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26794,NAD27 / Mississippi East,2216,projected,4497,,4267,12301,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26795,NAD27 / Mississippi West,2217,projected,4497,,4267,12302,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26796,NAD27 / Missouri East,2219,projected,4497,,4267,12401,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+26797,NAD27 / Missouri Central,2218,projected,4497,,4267,12402,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26798,NAD27 / Missouri West,2220,projected,4497,,4267,12403,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26799,NAD27 / California zone VII,2181,projected,4497,,4267,10408,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/07/05,,1,0
+26801,NAD Michigan / Michigan East,1720,projected,4497,,4268,12101,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NAD Michigan / Michigan Central and South zones (CRS codes 26812 and 26813).,,OGP,2005/05/21,1995.250 1997.192 1998.220 2000.091 2005.240,1,0
+26802,NAD Michigan / Michigan Old Central,1721,projected,4497,,4268,12102,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NAD Michigan / Michigan Central and South zones (CRS codes 26812 and 26813).,,OGP,2005/05/21,1995.250 1997.192 1998.220 2005.240,1,0
+26803,NAD Michigan / Michigan West,1723,projected,4497,,4268,12103,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NAD Michigan / Michigan North zone (CRS code 26811).,,OGP,2005/05/21,1995.250 1997.192 1998.220 2000.091 2005.240,1,0
+26811,NAD Michigan / Michigan North,1723,projected,4497,,4268,12111,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD Michigan / Michigan North zone (CRS code 26803).,,OGP,2005/05/21,1996.280 1998.220 2005.240,1,0
+26812,NAD Michigan / Michigan Central,1724,projected,4497,,4268,12112,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD Michigan / Michigan Central and South zones (CRS codes 26801-02).,,OGP,2005/05/21,1996.280 1997.191 1998.220 2005.240,1,0
+26813,NAD Michigan / Michigan South,1725,projected,4497,,4268,12113,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD Michigan / Michigan North zone (CRS code 26803).,,OGP,2005/05/21,1996.280 1997.191 1998.220 2005.240,1,0
+26814,NAD83 / Maine East (ftUS),2206,projected,4499,,4269,11833,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 26983. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26815,NAD83 / Maine West (ftUS),2207,projected,4499,,4269,11834,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 26984. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26819,NAD83 / Minnesota North (ftUS),2214,projected,4499,,4269,12234,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 26991. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26820,NAD83 / Minnesota Central (ftUS),2213,projected,4499,,4269,12235,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 26992. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26821,NAD83 / Minnesota South (ftUS),2215,projected,4499,,4269,12236,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 26993. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26822,NAD83 / Nebraska (ftUS),1396,projected,4499,,4269,15396,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 32104. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26823,NAD83 / West Virginia North (ftUS),2264,projected,4499,,4269,14733,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 32150. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26824,NAD83 / West Virginia South (ftUS),2265,projected,4499,,4269,14734,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 32151. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26825,NAD83(HARN) / Maine East (ftUS),2206,projected,4499,,4152,11833,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2802. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26826,NAD83(HARN) / Maine West (ftUS),2207,projected,4499,,4152,11834,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2803. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26830,NAD83(HARN) / Minnesota North (ftUS),2214,projected,4499,,4152,12234,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2810. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26831,NAD83(HARN) / Minnesota Central (ftUS),2213,projected,4499,,4152,12235,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2811. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26832,NAD83(HARN) / Minnesota South (ftUS),2215,projected,4499,,4152,12236,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2812. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26833,NAD83(HARN) / Nebraska (ftUS),1396,projected,4499,,4152,15396,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2819. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26834,NAD83(HARN) / West Virginia North (ftUS),2264,projected,4499,,4152,14733,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2857. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26835,NAD83(HARN) / West Virginia South (ftUS),2265,projected,4499,,4152,14734,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2858. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26836,NAD83(NSRS2007) / Maine East (ftUS),2206,projected,4499,,4759,11833,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3557. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26837,NAD83(NSRS2007) / Maine West (ftUS),2207,projected,4499,,4759,11834,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3558. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26841,NAD83(NSRS2007) / Minnesota North (ftUS),2214,projected,4499,,4759,12234,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3595. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26842,NAD83(NSRS2007) / Minnesota Central (ftUS),2213,projected,4499,,4759,12235,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3594. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26843,NAD83(NSRS2007) / Minnesota South (ftUS),2215,projected,4499,,4759,12236,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3596. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26844,NAD83(NSRS2007) / Nebraska (ftUS),1396,projected,4499,,4759,15396,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3606. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26845,NAD83(NSRS2007) / West Virginia North (ftUS),2264,projected,4499,,4759,14733,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3693. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26846,NAD83(NSRS2007) / West Virginia South (ftUS),2265,projected,4499,,4759,14734,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3694. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/02/08,,1,1
+26847,NAD83 / Maine East (ftUS),2206,projected,4497,,4269,11833,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 26983. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26848,NAD83 / Maine West (ftUS),2207,projected,4497,,4269,11834,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 26984. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26849,NAD83 / Minnesota North (ftUS),2214,projected,4497,,4269,12234,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 26991. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26850,NAD83 / Minnesota Central (ftUS),2213,projected,4497,,4269,12235,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 26992. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26851,NAD83 / Minnesota South (ftUS),2215,projected,4497,,4269,12236,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 26993. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26852,NAD83 / Nebraska (ftUS),1396,projected,4497,,4269,15396,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 32104. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/19,,1,0
+26853,NAD83 / West Virginia North (ftUS),2264,projected,4497,,4269,14735,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 32150. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/23,,1,0
+26854,NAD83 / West Virginia South (ftUS),2265,projected,4497,,4269,14736,,,Large and medium scale topographic mapping and engineering survey.,"State law defines use of US survey feet. Federal definition is metric - see code 32151. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/23,,1,0
+26855,NAD83(HARN) / Maine East (ftUS),2206,projected,4497,,4152,11833,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2802. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26856,NAD83(HARN) / Maine West (ftUS),2207,projected,4497,,4152,11834,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2803. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26857,NAD83(HARN) / Minnesota North (ftUS),2214,projected,4497,,4152,12234,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2810. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26858,NAD83(HARN) / Minnesota Central (ftUS),2213,projected,4497,,4152,12235,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2811. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26859,NAD83(HARN) / Minnesota South (ftUS),2215,projected,4497,,4152,12236,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2812. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26860,NAD83(HARN) / Nebraska (ftUS),1396,projected,4497,,4152,15396,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2819. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/19,,1,0
+26861,NAD83(HARN) / West Virginia North (ftUS),2264,projected,4497,,4152,14735,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2857. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/23,,1,0
+26862,NAD83(HARN) / West Virginia South (ftUS),2265,projected,4497,,4152,14736,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 2858. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/23,,1,0
+26863,NAD83(NSRS2007) / Maine East (ftUS),2206,projected,4497,,4759,11833,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3557. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26864,NAD83(NSRS2007) / Maine West (ftUS),2207,projected,4497,,4759,11834,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3558. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26865,NAD83(NSRS2007) / Minnesota North (ftUS),2214,projected,4497,,4759,12234,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3595. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26866,NAD83(NSRS2007) / Minnesota Central (ftUS),2213,projected,4497,,4759,12235,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3594. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26867,NAD83(NSRS2007) / Minnesota South (ftUS),2215,projected,4497,,4759,12236,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3596. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,,1,0
+26868,NAD83(NSRS2007) / Nebraska (ftUS),1396,projected,4497,,4759,15396,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3606. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/19,,1,0
+26869,NAD83(NSRS2007) / West Virginia North (ftUS),2264,projected,4497,,4759,14735,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3693. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/23,,1,0
+26870,NAD83(NSRS2007) / West Virginia South (ftUS),2265,projected,4497,,4759,14736,,,Large and medium scale topographic mapping and engineering survey.,State law defines use of US survey feet. Federal definition is metric - see code 3694. Replaces NAD83(HARN) / SPCS.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/06/23,,1,0
+26891,NAD83(CSRS) / MTM zone 11,1432,projected,4400,,4617,17711,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2008/02/08,,1,0
+26892,NAD83(CSRS) / MTM zone 12,1433,projected,4400,,4617,17712,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2008/02/08,,1,0
+26893,NAD83(CSRS) / MTM zone 13,1434,projected,4400,,4617,17713,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2008/02/08,,1,0
+26894,NAD83(CSRS) / MTM zone 14,1435,projected,4400,,4617,17714,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2008/02/08,,1,0
+26895,NAD83(CSRS) / MTM zone 15,1436,projected,4400,,4617,17715,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2008/02/08,,1,0
+26896,NAD83(CSRS) / MTM zone 16,1437,projected,4400,,4617,17716,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2008/02/08,,1,0
+26897,NAD83(CSRS) / MTM zone 17,1438,projected,4400,,4617,17717,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,2008/02/08,,1,0
+26898,NAD83(CSRS) / MTM zone 1,2226,projected,4496,,4617,17701,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,2008/02/08,,1,0
+26899,NAD83(CSRS) / MTM zone 2,2227,projected,4496,,4617,17702,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,2008/02/08,,1,0
+26901,NAD83 / UTM zone 1N,3374,projected,4400,,4269,16001,,,Medium scale topographic mapping.,Replaces NAD27 / UTM zone 1N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 1N.,US Geological Survey,OGP,2007/05/29,2007.037,1,0
+26902,NAD83 / UTM zone 2N,3375,projected,4400,,4269,16002,,,Medium scale topographic mapping.,Replaces NAD27 / UTM zone 2N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 2N.,US Geological Survey,OGP,2007/05/29,2007.037,1,0
+26903,NAD83 / UTM zone 3N,2133,projected,4400,,4269,16003,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 3N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 3N.,,OGP,2007/05/29,2007.037,1,0
+26904,NAD83 / UTM zone 4N,3489,projected,4400,,4269,16004,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 4N in Alaska and Old Hawaii / UTM zone 4N in Hawaii. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 4N in Alaska and NAD83(HARN) UTM zone 4N in Hawaii.,,OGP,2007/05/29,2007.037,1,0
+26905,NAD83 / UTM zone 5N,3492,projected,4400,,4269,16005,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 5N in Alaska and Old Hawaii / UTM zone 5N in Hawaii. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 5N in Alaska and NAD83(HARN) UTM zone 5N in Hawaii.,,OGP,2007/05/29,2007.037,1,0
+26906,NAD83 / UTM zone 6N,2136,projected,4400,,4269,16006,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 6N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 6N.,,OGP,2007/05/29,2007.037,1,0
+26907,NAD83 / UTM zone 7N,2137,projected,4400,,4269,16007,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 7N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 7N in Canada and NAD83(NSRS2007) / UTM zone 7N in US.,,OGP,2007/05/29,2007.037,1,0
+26908,NAD83 / UTM zone 8N,2138,projected,4400,,4269,16008,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 8N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 8N in Canada and NAD83(NSRS2007) / UTM zone 8N in US.,,OGP,2007/05/29,2007.037,1,0
+26909,NAD83 / UTM zone 9N,2139,projected,4400,,4269,16009,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 9N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 9N in Canada and NAD83(NSRS2007) / UTM zone 9N in US.,,OGP,2007/05/29,2007.037,1,0
+26910,NAD83 / UTM zone 10N,2140,projected,4400,,4269,16010,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 10N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 10N in Canada and NAD83(HARN) / UTM zone 10N in US.,,OGP,2007/05/29,2007.037,1,0
+26911,NAD83 / UTM zone 11N,3404,projected,4400,,4269,16011,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 11N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 11N in Canada and NAD83(HARN) / UTM zone 11N in US.,,OGP,2007/05/29,2006.464 2007.037,1,0
+26912,NAD83 / UTM zone 12N,3405,projected,4400,,4269,16012,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 12N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 12N in Canada and NAD83(HARN) / UTM zone 12N in US.,,OGP,2007/05/29,2006.464 2007.037,1,0
+26913,NAD83 / UTM zone 13N,3406,projected,4400,,4269,16013,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 13N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 13N in Canada and NAD83(HARN) / UTM zone 13N in US.,,OGP,2007/05/29,2006.464 2007.037,1,0
+26914,NAD83 / UTM zone 14N,3407,projected,4400,,4269,16014,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 14N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 14N in Canada and NAD83(HARN) / UTM zone 14N in US.,,OGP,2007/05/29,2006.464 2007.037,1,0
+26915,NAD83 / UTM zone 15N,3114,projected,4400,,4269,16015,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 15N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 15N in Canada and NAD83(HARN) / UTM zone 15N in US.,,OGP,2007/05/29,2006.392 2007.037,1,0
+26916,NAD83 / UTM zone 16N,3115,projected,4400,,4269,16016,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 15N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 16N in Canada and NAD83(HARN) / UTM zone 16N in US.,,OGP,2007/05/29,2006.392 2007.037,1,0
+26917,NAD83 / UTM zone 17N,3116,projected,4400,,4269,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 17N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 17N in Canada and NAD83(HARN) / UTM zone 17N in US.,,OGP,2007/05/29,2006.392 2007.037,1,0
+26918,NAD83 / UTM zone 18N,3117,projected,4400,,4269,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 18N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 18N in Canada and NAD83(HARN) / UTM zone 18N in US.,,OGP,2007/05/29,2006.392 2007.037,1,0
+26919,NAD83 / UTM zone 19N,3419,projected,4400,,4269,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 19N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 19N in Canada and NAD83(HARN) / UTM zone 19N in US.,,OGP,2007/05/29,2006.464 2007.037,1,0
+26920,NAD83 / UTM zone 20N,3420,projected,4400,,4269,16020,,,Large and medium scale topographic mapping and engineering survey.,"Replaces NAD27 / UTM zone 20N. In Canada, for accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 20N.",,OGP,2007/05/29,2006.464 2007.037,1,0
+26921,NAD83 / UTM zone 21N,2151,projected,4400,,4269,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 21N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 21N.,,OGP,2007/05/29,2007.037,1,0
+26922,NAD83 / UTM zone 22N,2152,projected,4400,,4269,16022,,,Large and medium scale topographic mapping and engineering survey.,Replaces NAD27 / UTM zone 22N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 22N.,,OGP,2007/05/29,2007.037,1,0
+26923,NAD83 / UTM zone 23N,2153,projected,4400,,4269,16023,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26929,NAD83 / Alabama East,2154,projected,4499,,4269,10131,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26930,NAD83 / Alabama West,2155,projected,4499,,4269,10132,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26931,NAD83 / Alaska zone 1,2156,projected,4499,,4269,15031,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26932,NAD83 / Alaska zone 2,2158,projected,4499,,4269,15032,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26933,NAD83 / Alaska zone 3,2159,projected,4499,,4269,15033,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26934,NAD83 / Alaska zone 4,2160,projected,4499,,4269,15034,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26935,NAD83 / Alaska zone 5,2161,projected,4499,,4269,15035,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26936,NAD83 / Alaska zone 6,2162,projected,4499,,4269,15036,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26937,NAD83 / Alaska zone 7,2163,projected,4499,,4269,15037,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26938,NAD83 / Alaska zone 8,2164,projected,4499,,4269,15038,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26939,NAD83 / Alaska zone 9,2165,projected,4499,,4269,15039,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26940,NAD83 / Alaska zone 10,2157,projected,4499,,4269,15040,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+26941,NAD83 / California zone 1,2175,projected,4499,,4269,10431,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2225 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26942,NAD83 / California zone 2,2176,projected,4499,,4269,10432,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2226 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26943,NAD83 / California zone 3,2177,projected,4499,,4269,10433,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2227 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26944,NAD83 / California zone 4,2178,projected,4499,,4269,10434,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2228 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26945,NAD83 / California zone 5,2182,projected,4499,,4269,10435,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2229 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26946,NAD83 / California zone 6,2180,projected,4499,,4269,10436,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2230 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26948,NAD83 / Arizona East,2167,projected,4499,,4269,10231,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2222 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26949,NAD83 / Arizona Central,2166,projected,4499,,4269,10232,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2223 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26950,NAD83 / Arizona West,2168,projected,4499,,4269,10233,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2224 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26951,NAD83 / Arkansas North,2169,projected,4499,,4269,10331,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3433 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2006.903,1,0
+26952,NAD83 / Arkansas South,2170,projected,4499,,4269,10332,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3434 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2006.903,1,0
+26953,NAD83 / Colorado North,2184,projected,4499,,4269,10531,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2231 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26954,NAD83 / Colorado Central,2183,projected,4499,,4269,10532,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2232 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26955,NAD83 / Colorado South,2185,projected,4499,,4269,10533,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2233 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26956,NAD83 / Connecticut,1377,projected,4499,,4269,10630,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2234 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26957,NAD83 / Delaware,1378,projected,4499,,4269,10730,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2235 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26958,NAD83 / Florida East,2186,projected,4499,,4269,10931,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2236 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26959,NAD83 / Florida West,2188,projected,4499,,4269,10932,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2237 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26960,NAD83 / Florida North,2187,projected,4499,,4269,10933,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2238 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26961,NAD83 / Hawaii zone 1,1546,projected,4499,,4269,15131,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26962,NAD83 / Hawaii zone 2,1547,projected,4499,,4269,15132,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26963,NAD83 / Hawaii zone 3,1548,projected,4499,,4269,15133,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26964,NAD83 / Hawaii zone 4,1549,projected,4499,,4269,15134,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26965,NAD83 / Hawaii zone 5,1550,projected,4499,,4269,15135,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26966,NAD83 / Georgia East,2189,projected,4499,,4269,11031,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2239 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26967,NAD83 / Georgia West,2190,projected,4499,,4269,11032,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2240 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26968,NAD83 / Idaho East,2192,projected,4499,,4269,11131,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2241 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26969,NAD83 / Idaho Central,2191,projected,4499,,4269,11132,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2242 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26970,NAD83 / Idaho West,2193,projected,4499,,4269,11133,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2243 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26971,NAD83 / Illinois East,2194,projected,4499,,4269,11231,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3435 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2000.091 2006.903,1,0
+26972,NAD83 / Illinois West,2195,projected,4499,,4269,11232,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3436 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2000.091 2006.903,1,0
+26973,NAD83 / Indiana East,2196,projected,4499,,4269,11331,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2965 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2002/10/13,2000.091 2002.770,1,0
+26974,NAD83 / Indiana West,2197,projected,4499,,4269,11332,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2966 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2002/10/13,2000.091 2002.770,1,0
+26975,NAD83 / Iowa North,2198,projected,4499,,4269,11431,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3417 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2006.903,1,0
+26976,NAD83 / Iowa South,2199,projected,4499,,4269,11432,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3418 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2006.903,1,0
+26977,NAD83 / Kansas North,2200,projected,4499,,4269,11531,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3419 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2006.903,1,0
+26978,NAD83 / Kansas South,2201,projected,4499,,4269,11532,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3420 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2006.903,1,0
+26979,NAD83 / Kentucky North,2202,projected,4499,,4269,11631,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,1
+26980,NAD83 / Kentucky South,2203,projected,4499,,4269,11632,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2247 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26981,NAD83 / Louisiana North,2204,projected,4499,,4269,11731,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3451 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/01/19,,1,0
+26982,NAD83 / Louisiana South,2529,projected,4499,,4269,11732,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3452 for equivalent non-metric definition. For onshore applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/01/19,2006.392,1,0
+26983,NAD83 / Maine East,2206,projected,4499,,4269,11831,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 26847 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,2000.091 2008.006 2008.041,1,0
+26984,NAD83 / Maine West,2207,projected,4499,,4269,11832,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 26848 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2008/05/28,2000.091 2008.006 2008.041,1,0
+26985,NAD83 / Maryland,1389,projected,4499,,4269,11930,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2248 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26986,NAD83 / Massachusetts Mainland,2209,projected,4499,,4269,12031,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2249 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26987,NAD83 / Massachusetts Island,2208,projected,4499,,4269,12032,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2250 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26988,NAD83 / Michigan North,1723,projected,4499,,4269,12141,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2251 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26989,NAD83 / Michigan Central,1724,projected,4499,,4269,12142,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2252 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26990,NAD83 / Michigan South,1725,projected,4499,,4269,12143,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2253 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26991,NAD83 / Minnesota North,2214,projected,4499,,4269,12231,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 26849 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2008/05/28,2008.006 2008.041,1,0
+26992,NAD83 / Minnesota Central,2213,projected,4499,,4269,12232,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 26850 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2008/05/28,2008.006 2008.041,1,0
+26993,NAD83 / Minnesota South,2215,projected,4499,,4269,12233,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 26851 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2008/05/28,2008.006 2008.041,1,0
+26994,NAD83 / Mississippi East,2216,projected,4499,,4269,12331,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2254 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26995,NAD83 / Mississippi West,2217,projected,4499,,4269,12332,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2255 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26996,NAD83 / Missouri East,2219,projected,4499,,4269,12431,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+26997,NAD83 / Missouri Central,2218,projected,4499,,4269,12432,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+26998,NAD83 / Missouri West,2220,projected,4499,,4269,12433,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+27037,Nahrwan 1967 / UTM zone 37N,3387,projected,4400,,4270,16037,,,Large and medium scale topographic mapping and engineering survey.,Replaces Nahrwan 1934 / Iraq zone (projCRS code 3394) and replaced by Karbala 1979 (Polservice) / UTM zone 37N (projCRS code 3391).,,OGP,2006/06/02,,1,0
+27038,Nahrwan 1967 / UTM zone 38N,3386,projected,4400,,4270,16038,,,Large and medium scale topographic mapping and engineering survey.,"In Iraq, replaces Nahrwan 1934 / Iraq zone (projCRS code 3394) and replaced by Karbala 1979 (Polservice) / UTM zone 38N (projCRS code 3392).",,OGP,2006/06/02,2006.340,1,0
+27039,Nahrwan 1967 / UTM zone 39N,1749,projected,4400,,4270,16039,,,Large and medium scale topographic mapping and engineering survey.,"In Iraq, replaces Nahrwan 1934 / Iraq zone (projCRS code 3394) and replaced by Karbala 1979 (Polservice) / UTM zone 39N (projCRS code 3393).",,OGP,2006/06/02,1996.120 2006.340,1,0
+27040,Nahrwan 1967 / UTM zone 40N,1750,projected,4400,,4270,16040,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+27120,Naparima 1972 / UTM zone 20N,1322,projected,4400,,4271,16020,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.351,1,0
+27200,NZGD49 / New Zealand Map Grid,3285,projected,4400,,4272,19917,,,Large and medium scale topographic mapping and engineering survey.,Replaces 27291 (NZGD49 / North Island Grid) and 27292 (NZGD49 / South Island Grid) from 1972. NZGD2000 / New Zealand Transverse Mercator 2000 from July 2001.,LINZ,OGP,2008/04/04,2000.702 2008.023,1,0
+27205,NZGD49 / Mount Eden Circuit,1500,projected,4500,,4272,17901,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount Eden 2000 (code 2105) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2007.088 2008.023,1,0
+27206,NZGD49 / Bay of Plenty Circuit,1500,projected,4500,,4272,17902,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Bay of Plenty 2000 (code 2106) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27207,NZGD49 / Poverty Bay Circuit,1500,projected,4500,,4272,17903,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Poverty Bay 2000 (code 2107) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27208,NZGD49 / Hawkes Bay Circuit,1500,projected,4500,,4272,17904,,,Cadastral survey.,Replaced Hawkes Bay 1931 datum with Imperial measure version of projection in 1972. Replaced by NZGD2000 / Hawkes Bay 2000 (code 2108) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27209,NZGD49 / Taranaki Circuit,1500,projected,4500,,4272,17905,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Taranaki 2000 (code 2109) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27210,NZGD49 / Tuhirangi Circuit,1500,projected,4500,,4272,17906,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Tuhirangi 2000 (code 2110) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27211,NZGD49 / Wanganui Circuit,1500,projected,4500,,4272,17907,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Wanganui 2000 (code 2111) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27212,NZGD49 / Wairarapa Circuit,1500,projected,4500,,4272,17908,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Wairarapa 2000 (code 2112) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27213,NZGD49 / Wellington Circuit,1500,projected,4500,,4272,17909,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Wellington 2000 (code 2113) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27214,NZGD49 / Collingwood Circuit,1501,projected,4500,,4272,17910,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Collingwood 2000 (code 2114) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27215,NZGD49 / Nelson Circuit,1501,projected,4500,,4272,17911,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Nelson 2000 (code 2115) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27216,NZGD49 / Karamea Circuit,1501,projected,4500,,4272,17912,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Karamea 2000 (code 2116) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27217,NZGD49 / Buller Circuit,1501,projected,4500,,4272,17913,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Buller 2000 (code 2117) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27218,NZGD49 / Grey Circuit,1501,projected,4500,,4272,17914,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Grey 2000 (code 2118) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27219,NZGD49 / Amuri Circuit,1501,projected,4500,,4272,17915,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Amuri 2000 (code 2119) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27220,NZGD49 / Marlborough Circuit,1501,projected,4500,,4272,17916,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Marlborough 2000 (code 2120) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27221,NZGD49 / Hokitika Circuit,1501,projected,4500,,4272,17917,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Hokitika 2000 (code 2121) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27222,NZGD49 / Okarito Circuit,1501,projected,4500,,4272,17918,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Okarito 2000 (code 2122) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27223,NZGD49 / Jacksons Bay Circuit,1501,projected,4500,,4272,17919,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Jacksons Bay 2000 (code 2123) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27224,NZGD49 / Mount Pleasant Circuit,1501,projected,4500,,4272,17920,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount Pleasant 2000 (code 2124) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27225,NZGD49 / Gawler Circuit,1501,projected,4500,,4272,17921,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Gawler 2000 (code 2125) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27226,NZGD49 / Timaru Circuit,1501,projected,4500,,4272,17922,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Timaru 2000 (code 2126) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27227,NZGD49 / Lindis Peak Circuit,1501,projected,4500,,4272,17923,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Lindis Peak 2000 (code 2127) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27228,NZGD49 / Mount Nicholas Circuit,1501,projected,4500,,4272,17924,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount Nicholas 2000 (code 2128) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27229,NZGD49 / Mount York Circuit,1501,projected,4500,,4272,17925,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount York 2000 (code 2129) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27230,NZGD49 / Observation Point Circuit,1501,projected,4500,,4272,17926,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Observation Point 2000 (code 2130) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27231,NZGD49 / North Taieri Circuit,1501,projected,4500,,4272,17927,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / North Taieri 2000 (code 2131) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27232,NZGD49 / Bluff Circuit,1501,projected,4500,,4272,17928,,,Cadastral survey.,Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Bluff 2000 (code 2132) from March 2000.,Land Information New Zealand OSG Technical Report 8; 16 April 1999.,OGP,2008/04/04,2008.023,1,0
+27258,NZGD49 / UTM zone 58S,1502,projected,4400,,4272,16158,,,Oil exploration.,Replaced by NZGD2000 / UTM zone 58S (code 2133) from March 2000.,,OGP,2000/10/19,,1,0
+27259,NZGD49 / UTM zone 59S,1503,projected,4400,,4272,16159,,,Oil exploration.,Replaced by NZGD2000 / UTM zone 59S (code 2134) from March 2000.,,OGP,2000/10/19,,1,0
+27260,NZGD49 / UTM zone 60S,1504,projected,4400,,4272,16160,,,Oil exploration.,Replaced by NZGD2000 / UTM zone 60S (code 2135) from March 2000.,,OGP,2000/10/19,,1,0
+27291,NZGD49 / North Island Grid,1500,projected,4409,,4272,18141,,,Large and medium scale topographic mapping and engineering survey.,Sears 1922 British foot-metre conversion factor applied to ellipsoid. Replaced by 27200 (GD49 / New Zealand Map Grid) in 1972.,,OGP,2000/10/19,1997.231 2000.702,1,0
+27292,NZGD49 / South Island Grid,3344,projected,4409,,4272,18142,,,Large and medium scale topographic mapping and engineering survey.,Sears 1922 British foot-metre conversion factor applied to ellipsoid. Replaced by 27200 (GD49 / New Zealand Map Grid) in 1972.,,OGP,2000/10/19,1997.231 2000.702,1,0
+27391,NGO 1948 (Oslo) / NGO zone I,1741,projected,4531,,4817,18221,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 32N.,,OGP,2005/05/27,2005.180,1,0
+27392,NGO 1948 (Oslo) / NGO zone II,1742,projected,4531,,4817,18222,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 32N.,,OGP,2005/05/27,2005.180,1,0
+27393,NGO 1948 (Oslo) / NGO zone III,1743,projected,4531,,4817,18223,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 32N.,,OGP,2005/05/27,2005.180,1,0
+27394,NGO 1948 (Oslo) / NGO zone IV,1744,projected,4531,,4817,18224,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 32N and ETRF89 / UTM zone 33N.,,OGP,2005/05/27,2005.180,1,0
+27395,NGO 1948 (Oslo) / NGO zone V,1745,projected,4531,,4817,18225,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 33N and ETRF89 / UTM zone 34N.,,OGP,2005/05/27,2005.180,1,0
+27396,NGO 1948 (Oslo) / NGO zone VI,1746,projected,4531,,4817,18226,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 34N.,,OGP,2005/05/27,2005.180,1,0
+27397,NGO 1948 (Oslo) / NGO zone VII,1747,projected,4531,,4817,18227,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 34N and ETRF89 / UTM zone 35N.,,OGP,2005/05/27,2005.180,1,0
+27398,NGO 1948 (Oslo) / NGO zone VIII,1748,projected,4531,,4817,18228,,,Large (>1:50000) scale mapping and cadastral work.,To be phased out and replaced by ETRF89 / UTM zone 35N.,,OGP,2005/05/27,2005.180,1,0
+27429,Datum 73 / UTM zone 29N,1294,projected,4400,,4274,16029,,,Large and medium scale topographic mapping and engineering survey.,,"Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/",OGP,1995/06/02,,1,0
+27492,Datum 73 / Modified Portuguese Grid,1294,projected,4530,,4274,19974,,,Large and medium scale topographic mapping and engineering survey.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/05/27,2005.180,1,1
+27493,Datum 73 / Modified Portuguese Grid,1294,projected,4499,,4274,19974,,,Large and medium scale topographic mapping and engineering survey.,The projection parameters have been designed such that this CRS grid is almost the same as the Lisbon (Lisbon)/Portuguese Grid (CRS code 20791).,"Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/",OGP,2008/03/14,,1,0
+27500,ATF (Paris) / Nord de Guerre,1369,projected,4499,,4901,19903,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+27561,NTF (Paris) / Lambert Nord France,1731,projected,4499,,4807,18091,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NTF (Paris) / France zone I (code 27571) from 1972.,,OGP,2005/05/27,2005.180,1,0
+27562,NTF (Paris) / Lambert Centre France,1732,projected,4499,,4807,18092,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NTF (Paris) / France zone II (code 27572) from 1972.,,OGP,2005/05/27,2005.180,1,0
+27563,NTF (Paris) / Lambert Sud France,1733,projected,4499,,4807,18093,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NTF (Paris) / France zone III (code 27573) from 1972.,,OGP,2005/05/27,2005.180,1,0
+27564,NTF (Paris) / Lambert Corse,1327,projected,4499,,4807,18094,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NTF (Paris) / France zone IV (code 27574) from 1972.,,OGP,2005/05/27,2005.180,1,0
+27571,NTF (Paris) / Lambert zone I,1731,projected,4499,,4807,18081,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Replaces NTF (Paris) / Lambert Nord France (code 27561).,,OGP,2001/11/06,,1,0
+27572,NTF (Paris) / Lambert zone II,1734,projected,4499,,4807,18082,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Replaces NTF (Paris) / Lambert Centre France (code 27562).,,OGP,2005/05/27,2004.566 2005.180,1,0
+27573,NTF (Paris) / Lambert zone III,1733,projected,4499,,4807,18083,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Replaces NTF (Paris) / Lambert Sud France (code 27563).,,OGP,2001/11/06,,1,0
+27574,NTF (Paris) / Lambert zone IV,1327,projected,4499,,4807,18084,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Replaces NTF (Paris) / Lambert Corse (code 27564).,,OGP,2001/11/06,,1,0
+27581,NTF (Paris) / France I,1731,projected,4499,,4807,18081,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Supersedes NTF / Nord France (code 27591).,,OGP,1996/04/12,1995.260,1,1
+27582,NTF (Paris) / France II,1734,projected,4499,,4807,18082,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Supersedes NTF / Centre France (code 27592).,,OGP,1996/04/12,1995.260,1,1
+27583,NTF (Paris) / France III,1733,projected,4499,,4807,18083,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Supersedes NTF / Sud France (code 27593).,,OGP,1996/04/12,1995.260,1,1
+27584,NTF (Paris) / France IV,1327,projected,4499,,4807,18084,,,Large and medium scale topographic mapping and engineering survey.,Introduced 1972. Supersedes NTF / Corse (code 27594).,,OGP,1996/04/12,,1,1
+27591,NTF (Paris) / Nord France,1731,projected,4499,,4807,18091,,,Large and medium scale topographic mapping and engineering survey.,Superseded by NTF / France I (code 27581) from 1972.,,OGP,1996/04/12,1995.260,1,1
+27592,NTF (Paris) / Centre France,1732,projected,4499,,4807,18092,,,Large and medium scale topographic mapping and engineering survey.,Superseded by NTF / France II (code 27582) from 1972.,,OGP,1996/04/12,1995.260,1,1
+27593,NTF (Paris) / Sud France,1733,projected,4499,,4807,18093,,,Large and medium scale topographic mapping and engineering survey.,Superseded by NTF / France III (code 27583) from 1972.,,OGP,1996/04/12,1995.260,1,1
+27594,NTF (Paris) / Corse,1327,projected,4499,,4807,18094,,,Large and medium scale topographic mapping and engineering survey.,Superseded by NTF / France IV (code 27584) from 1972.,,OGP,1996/04/12,,1,1
+27700,OSGB 1936 / British National Grid,1264,projected,4400,,4277,19916,,,Large and medium scale topographic mapping and engineering survey.,,Ordnance Survey of Great Britain.,OGP,2005/05/27,2003.010 2005.180,1,0
+28191,Palestine 1923 / Palestine Grid,1356,projected,4400,,4281,18201,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/04/22,,1,0
+28192,Palestine 1923 / Palestine Belt,1356,projected,4400,,4281,18202,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/04/22,,1,0
+28193,Palestine 1923 / Israeli CS Grid,2603,projected,4400,,4281,18203,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Israeli TM Grid (EPSG code 2039).,Survey of Israel.,OGP,2002/06/22,2002.340,1,0
+28232,Pointe Noire / UTM zone 32S,1072,projected,4400,,4282,16132,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,2002.050,1,0
+28348,GDA94 / MGA zone 48,1556,projected,4400,,4283,17348,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+28349,GDA94 / MGA zone 49,1557,projected,4400,,4283,17349,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+28350,GDA94 / MGA zone 50,1558,projected,4400,,4283,17350,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+28351,GDA94 / MGA zone 51,1559,projected,4400,,4283,17351,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+28352,GDA94 / MGA zone 52,1560,projected,4400,,4283,17352,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+28353,GDA94 / MGA zone 53,1561,projected,4400,,4283,17353,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+28354,GDA94 / MGA zone 54,1562,projected,4400,,4283,17354,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+28355,GDA94 / MGA zone 55,1563,projected,4400,,4283,17355,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+28356,GDA94 / MGA zone 56,1564,projected,4400,,4283,17356,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+28357,GDA94 / MGA zone 57,1565,projected,4400,,4283,17357,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+28358,GDA94 / MGA zone 58,1566,projected,4400,,4283,17358,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+28402,Pulkovo 1942 / Gauss-Kruger zone 2,1805,projected,4530,,4284,16202,,,Military mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 9E (code 2492).,OGP,OGP,2002/06/22,2002.360,1,0
+28403,Pulkovo 1942 / Gauss-Kruger zone 3,1792,projected,4530,,4284,16203,,,Military mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 15E (code 2493).,OGP,OGP,2002/06/22,2002.360,1,0
+28404,Pulkovo 1942 / Gauss-Kruger zone 4,1793,projected,4530,,4284,16204,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 21E (code 2494).,OGP,OGP,2002/06/22,2002.360,1,0
+28405,Pulkovo 1942 / Gauss-Kruger zone 5,1794,projected,4530,,4284,16205,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 27E (code 2495).,OGP,OGP,2002/06/22,2002.360,1,0
+28406,Pulkovo 1942 / Gauss-Kruger zone 6,1795,projected,4530,,4284,16206,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 33E (code 2496).,OGP,OGP,2002/06/22,2002.360,1,0
+28407,Pulkovo 1942 / Gauss-Kruger zone 7,1796,projected,4530,,4284,16207,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 39E (code 2497).,OGP,OGP,2002/06/22,2002.360,1,0
+28408,Pulkovo 1942 / Gauss-Kruger zone 8,1797,projected,4530,,4284,16208,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 45E (code 2498).,OGP,OGP,2002/06/22,2002.360,1,0
+28409,Pulkovo 1942 / Gauss-Kruger zone 9,1798,projected,4530,,4284,16209,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 51E (code 2499).,OGP,OGP,2002/06/22,2002.360,1,0
+28410,Pulkovo 1942 / Gauss-Kruger zone 10,1799,projected,4530,,4284,16210,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 57E (code 2500).,OGP,OGP,2002/06/22,2002.360,1,0
+28411,Pulkovo 1942 / Gauss-Kruger zone 11,1800,projected,4530,,4284,16211,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 63E (code 2501).,OGP,OGP,2002/06/22,2002.360,1,0
+28412,Pulkovo 1942 / Gauss-Kruger zone 12,1801,projected,4530,,4284,16212,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 69E (code 2502).,OGP,OGP,2002/06/22,2002.360,1,0
+28413,Pulkovo 1942 / Gauss-Kruger zone 13,1802,projected,4530,,4284,16213,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 75E (code 2503).,OGP,OGP,2002/06/22,2002.360,1,0
+28414,Pulkovo 1942 / Gauss-Kruger zone 14,1803,projected,4530,,4284,16214,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 81E (code 2504).,OGP,OGP,2002/06/22,2002.360,1,0
+28415,Pulkovo 1942 / Gauss-Kruger zone 15,1804,projected,4530,,4284,16215,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 87E (code 2505).,OGP,OGP,2002/06/22,2002.360,1,0
+28416,Pulkovo 1942 / Gauss-Kruger zone 16,1775,projected,4530,,4284,16216,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 93E (code 2506).,OGP,OGP,2002/06/22,2002.360,1,0
+28417,Pulkovo 1942 / Gauss-Kruger zone 17,1776,projected,4530,,4284,16217,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 99E (code 2507).,OGP,OGP,2002/06/22,2002.360,1,0
+28418,Pulkovo 1942 / Gauss-Kruger zone 18,1777,projected,4530,,4284,16218,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 105E (code 2508).,OGP,OGP,2002/06/22,2002.360,1,0
+28419,Pulkovo 1942 / Gauss-Kruger zone 19,1778,projected,4530,,4284,16219,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 111E (code 2509).,OGP,OGP,2002/06/22,2002.360,1,0
+28420,Pulkovo 1942 / Gauss-Kruger zone 20,1779,projected,4530,,4284,16220,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 117E (code 2510).,OGP,OGP,2002/06/22,2002.360,1,0
+28421,Pulkovo 1942 / Gauss-Kruger zone 21,1780,projected,4530,,4284,16221,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 123E (code 2511).,OGP,OGP,2002/06/22,2002.360,1,0
+28422,Pulkovo 1942 / Gauss-Kruger zone 22,1781,projected,4530,,4284,16222,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 129E (code 2512).,OGP,OGP,2002/06/22,2002.360,1,0
+28423,Pulkovo 1942 / Gauss-Kruger zone 23,1782,projected,4530,,4284,16223,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 135E (code 2513).,OGP,OGP,2002/06/22,2002.360,1,0
+28424,Pulkovo 1942 / Gauss-Kruger zone 24,1783,projected,4530,,4284,16224,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 141E (code 2514).,OGP,OGP,2002/06/22,2002.360,1,0
+28425,Pulkovo 1942 / Gauss-Kruger zone 25,1784,projected,4530,,4284,16225,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 147E (code 2515).,OGP,OGP,2002/06/22,2002.360,1,0
+28426,Pulkovo 1942 / Gauss-Kruger zone 26,1785,projected,4530,,4284,16226,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 153E (code 2516).,OGP,OGP,2002/06/22,2002.360,1,0
+28427,Pulkovo 1942 / Gauss-Kruger zone 27,1786,projected,4530,,4284,16227,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 159E (code 2517).,OGP,OGP,2002/06/22,2002.360,1,0
+28428,Pulkovo 1942 / Gauss-Kruger zone 28,1787,projected,4530,,4284,16228,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 165E (code 2518).,OGP,OGP,2002/06/22,2002.360,1,0
+28429,Pulkovo 1942 / Gauss-Kruger zone 29,1788,projected,4530,,4284,16229,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 171E (code 2519).,OGP,OGP,2002/06/22,2002.360,1,0
+28430,Pulkovo 1942 / Gauss-Kruger zone 30,1789,projected,4530,,4284,16230,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 177E (code 2520).,OGP,OGP,2002/06/22,2002.360,1,0
+28431,Pulkovo 1942 / Gauss-Kruger zone 31,1790,projected,4530,,4284,16231,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 177W (code 2521).,OGP,OGP,2002/06/22,2002.360,1,0
+28432,Pulkovo 1942 / Gauss-Kruger zone 32,1791,projected,4530,,4284,16232,,,Medium scale topographic mapping.,Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 171W (code 2522).,OGP,OGP,2002/06/22,2002.360,1,0
+28462,Pulkovo 1942 / Gauss-Kruger 2N,1805,projected,4530,,4284,16302,,,Truncated form of Gauss-Kruger zone 2,,,OGP,1998/06/30,,1,1
+28463,Pulkovo 1942 / Gauss-Kruger 3N,1792,projected,4530,,4284,16303,,,Military mapping.,Truncated form of Gauss-Kruger zone 3,,OGP,1998/06/30,,1,1
+28464,Pulkovo 1942 / Gauss-Kruger 4N,1793,projected,4530,,4284,16304,,,Military mapping.,,,OGP,1995/06/02,,1,1
+28465,Pulkovo 1942 / Gauss-Kruger 5N,1794,projected,4530,,4284,16305,,,Truncated form of Gauss-Kruger zone 5,,,OGP,1995/06/02,,1,1
+28466,Pulkovo 1942 / Gauss-Kruger 6N,1795,projected,4530,,4284,16306,,,Truncated form of Gauss-Kruger zone 6,,,OGP,1995/06/02,,1,1
+28467,Pulkovo 1942 / Gauss-Kruger 7N,1796,projected,4530,,4284,16307,,,Truncated form of Gauss-Kruger zone 7,,,OGP,1995/06/02,,1,1
+28468,Pulkovo 1942 / Gauss-Kruger 8N,1797,projected,4530,,4284,16308,,,Truncated form of Gauss-Kruger zone 8,,,OGP,1995/06/02,,1,1
+28469,Pulkovo 1942 / Gauss-Kruger 9N,1798,projected,4530,,4284,16309,,,Truncated form of Gauss-Kruger zone 9,,,OGP,1995/06/02,,1,1
+28470,Pulkovo 1942 / Gauss-Kruger 10N,1799,projected,4530,,4284,16310,,,Truncated form of Gauss-Kruger zone 10,,,OGP,1995/06/02,,1,1
+28471,Pulkovo 1942 / Gauss-Kruger 11N,1800,projected,4530,,4284,16311,,,Truncated form of Gauss-Kruger zone 11,,,OGP,1995/06/02,,1,1
+28472,Pulkovo 1942 / Gauss-Kruger 12N,1801,projected,4530,,4284,16312,,,Truncated form of Gauss-Kruger zone 12,,,OGP,1995/06/02,,1,1
+28473,Pulkovo 1942 / Gauss-Kruger 13N,1802,projected,4530,,4284,16313,,,Truncated form of Gauss-Kruger zone 13,,,OGP,1995/06/02,,1,1
+28474,Pulkovo 1942 / Gauss-Kruger 14N,1803,projected,4530,,4284,16314,,,Truncated form of Gauss-Kruger zone 14,,,OGP,1995/06/02,,1,1
+28475,Pulkovo 1942 / Gauss-Kruger 15N,1804,projected,4530,,4284,16315,,,Truncated form of Gauss-Kruger zone 15,,,OGP,1995/06/02,,1,1
+28476,Pulkovo 1942 / Gauss-Kruger 16N,1775,projected,4530,,4284,16316,,,Truncated form of Gauss-Kruger zone 16,,,OGP,1995/06/02,,1,1
+28477,Pulkovo 1942 / Gauss-Kruger 17N,1776,projected,4530,,4284,16317,,,Truncated form of Gauss-Kruger zone 17,,,OGP,1995/06/02,,1,1
+28478,Pulkovo 1942 / Gauss-Kruger 18N,1777,projected,4530,,4284,16318,,,Truncated form of Gauss-Kruger zone 18,,,OGP,1995/06/02,,1,1
+28479,Pulkovo 1942 / Gauss-Kruger 19N,1778,projected,4530,,4284,16319,,,Truncated form of Gauss-Kruger zone 19,,,OGP,1995/06/02,,1,1
+28480,Pulkovo 1942 / Gauss-Kruger 20N,1779,projected,4530,,4284,16320,,,Truncated form of Gauss-Kruger zone 20,,,OGP,1995/06/02,,1,1
+28481,Pulkovo 1942 / Gauss-Kruger 21N,1780,projected,4530,,4284,16321,,,Truncated form of Gauss-Kruger zone 21,,,OGP,1995/06/02,,1,1
+28482,Pulkovo 1942 / Gauss-Kruger 22N,1781,projected,4530,,4284,16322,,,Truncated form of Gauss-Kruger zone 22,,,OGP,1995/06/02,,1,1
+28483,Pulkovo 1942 / Gauss-Kruger 23N,1782,projected,4530,,4284,16323,,,Truncated form of Gauss-Kruger zone 23,,,OGP,1995/06/02,,1,1
+28484,Pulkovo 1942 / Gauss-Kruger 24N,1783,projected,4530,,4284,16324,,,Truncated form of Gauss-Kruger zone 24,,,OGP,1995/06/02,,1,1
+28485,Pulkovo 1942 / Gauss-Kruger 25N,1784,projected,4530,,4284,16325,,,Truncated form of Gauss-Kruger zone 25,,,OGP,1995/06/02,,1,1
+28486,Pulkovo 1942 / Gauss-Kruger 26N,1785,projected,4530,,4284,16326,,,Truncated form of Gauss-Kruger zone 26,,,OGP,1995/06/02,,1,1
+28487,Pulkovo 1942 / Gauss-Kruger 27N,1786,projected,4530,,4284,16327,,,Truncated form of Gauss-Kruger zone 27,,,OGP,1995/06/02,,1,1
+28488,Pulkovo 1942 / Gauss-Kruger 28N,1787,projected,4530,,4284,16328,,,Truncated form of Gauss-Kruger zone 28,,,OGP,1995/06/02,,1,1
+28489,Pulkovo 1942 / Gauss-Kruger 29N,1788,projected,4530,,4284,16329,,,Truncated form of Gauss-Kruger zone 29,,,OGP,1995/06/02,,1,1
+28490,Pulkovo 1942 / Gauss-Kruger 30N,1789,projected,4530,,4284,16330,,,Truncated form of Gauss-Kruger zone 30,,,OGP,1995/06/02,,1,1
+28491,Pulkovo 1942 / Gauss-Kruger 31N,1790,projected,4530,,4284,16331,,,Truncated form of Gauss-Kruger zone 31,,,OGP,1995/06/02,,1,1
+28492,Pulkovo 1942 / Gauss-Kruger 32N,1791,projected,4530,,4284,16332,,,Truncated form of Gauss-Kruger zone 32,,,OGP,1995/06/02,,1,1
+28600,Qatar 1974 / Qatar National Grid,1346,projected,4400,,4285,19919,,,Large and medium scale topographic mapping and engineering survey.,,Qatar Centre for Geographic Information.,OGP,2000/03/07,2000.290,1,0
+28991,Amersfoort / RD Old,1275,projected,4499,,4289,19913,,,Large and medium scale topographic mapping and engineering survey.,Replaced by 28992 (Amersfoort / RD New).,,OGP,2000/03/07,2000.370,1,0
+28992,Amersfoort / RD New,1275,projected,4499,,4289,19914,,,Large and medium scale topographic mapping and engineering survey.,Replaces 28991 (Amersfoort / RD Old).,,OGP,2005/05/27,2000.370 2005.180,1,0
+29100,SAD69 / Brazil Polyconic,1053,projected,4499,,4291,19941,,,Small scale mapping.,,PetroBras,OGP,1999/04/22,,1,1
+29101,SAD69 / Brazil Polyconic,1053,projected,4499,,4618,19941,,,Small scale mapping.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,PetroBras,OGP,2002/09/19,,1,0
+29118,SAD69 / UTM zone 18N,1807,projected,4400,,4291,16018,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.251. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29119,SAD69 / UTM zone 19N,1809,projected,4400,,4291,16019,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29120,SAD69 / UTM zone 20N,1811,projected,4400,,4291,16020,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29121,SAD69 / UTM zone 21N,1813,projected,4400,,4291,16021,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29122,SAD69 / UTM zone 22N,1815,projected,4400,,4291,16022,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29168,SAD69 / UTM zone 18N,1825,projected,4400,,4618,16018,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2005/07/01,2005.144,1,0
+29169,SAD69 / UTM zone 19N,1827,projected,4400,,4618,16019,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2005/07/01,2005.144,1,0
+29170,SAD69 / UTM zone 20N,1829,projected,4400,,4618,16020,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2005/07/01,2005.144,1,0
+29171,SAD69 / UTM zone 21N,1831,projected,4400,,4618,16021,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2005/07/01,2005.144,1,0
+29172,SAD69 / UTM zone 22N,1815,projected,4400,,4618,16022,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2002/09/19,,1,0
+29177,SAD69 / UTM zone 17S,1806,projected,4400,,4291,16117,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29178,SAD69 / UTM zone 18S,1808,projected,4400,,4291,16118,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29179,SAD69 / UTM zone 19S,1810,projected,4400,,4291,16119,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29180,SAD69 / UTM zone 20S,1812,projected,4400,,4291,16120,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29181,SAD69 / UTM zone 21S,1814,projected,4400,,4291,16121,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29182,SAD69 / UTM zone 22S,1816,projected,4400,,4291,16122,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29183,SAD69 / UTM zone 23S,1817,projected,4400,,4291,16123,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29184,SAD69 / UTM zone 24S,1818,projected,4400,,4291,16124,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29185,SAD69 / UTM zone 25S,1819,projected,4400,,4291,16125,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.,,OGP,1995/06/02,1997.252,1,1
+29187,SAD69 / UTM zone 17S,1824,projected,4400,,4618,16117,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2005/07/01,2005.144,1,0
+29188,SAD69 / UTM zone 18S,1826,projected,4400,,4618,16118,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2005/07/01,2005.144,1,0
+29189,SAD69 / UTM zone 19S,1828,projected,4400,,4618,16119,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2005/07/01,2005.144,1,0
+29190,SAD69 / UTM zone 20S,1830,projected,4400,,4618,16120,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2005/07/01,2005.144,1,0
+29191,SAD69 / UTM zone 21S,1814,projected,4400,,4618,16121,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2002/09/19,,1,0
+29192,SAD69 / UTM zone 22S,1816,projected,4400,,4618,16122,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2002/09/19,,1,0
+29193,SAD69 / UTM zone 23S,1817,projected,4400,,4618,16123,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2002/09/19,,1,0
+29194,SAD69 / UTM zone 24S,1818,projected,4400,,4618,16124,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2002/09/19,,1,0
+29195,SAD69 / UTM zone 25S,1819,projected,4400,,4618,16125,,,Large and medium scale topographic mapping and engineering survey.,Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.,,OGP,2002/09/19,,1,0
+29220,Sapper Hill 1943 / UTM zone 20S,1820,projected,4400,,4292,16120,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+29221,Sapper Hill 1943 / UTM zone 21S,1821,projected,4400,,4292,16121,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+29333,Schwarzeck / UTM zone 33S,1822,projected,4400,,4293,16133,,,Large and medium scale topographic mapping and engineering survey.,CARE! The ellipsoid semi-major axis dimension is defined in German Legal Metres as 6377397.155 GLM but for the CRS needs to9 be converted to CRS units of International metres as 6377483.865 m.,,OGP,2006/09/26,2006.852,1,0
+29371,Schwarzeck / Lo22/11,1838,projected,6502,,4293,17611,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,OGP,2007/02/12,1997.160 1999.980 2007.022,1,0
+29373,Schwarzeck / Lo22/13,1839,projected,6502,,4293,17613,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,OGP,2007/02/12,1997.160 1999.980 2007.022,1,0
+29375,Schwarzeck / Lo22/15,1840,projected,6502,,4293,17615,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,OGP,2007/02/12,1997.160 1999.980 2007.022,1,0
+29377,Schwarzeck / Lo22/17,1841,projected,6502,,4293,17617,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,OGP,2007/02/12,1997.160 1999.980 2007.022,1,0
+29379,Schwarzeck / Lo22/19,1842,projected,6502,,4293,17619,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,OGP,2007/02/12,1997.160 1999.980 2007.022,1,0
+29381,Schwarzeck / Lo22/21,1843,projected,6502,,4293,17621,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,OGP,2007/02/12,1997.160 1999.980 2007.022,1,0
+29383,Schwarzeck / Lo22/23,1844,projected,6502,,4293,17623,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,OGP,2007/02/12,1997.160 1999.980 2007.022,1,0
+29385,Schwarzeck / Lo22/25,1845,projected,6502,,4293,17625,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",,,OGP,2007/02/12,1997.160 1999.980 2007.022,1,0
+29635,Sudan / UTM zone 35N,1846,projected,4400,,4296,16035,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+29636,Sudan / UTM zone 36N,1847,projected,4400,,4296,16036,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+29700,Tananarive (Paris) / Laborde Grid,3273,projected,4499,,4810,19911,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,1
+29701,Tananarive (Paris) / Laborde Grid,3273,projected,4530,,4810,19861,,,Large and medium scale topographic mapping and engineering survey.,May be approximated by Tananarive (Paris) / Laborde Grid approximation - see CRS code 29702.,,OGP,2007/01/11,,1,0
+29702,Tananarive (Paris) / Laborde Grid approximation,3273,projected,4530,,4810,19911,,,Medium scale mapping.,See projection remarks.,OGP,OGP,2007/01/11,2006.960,1,0
+29738,Tananarive / UTM zone 38S,1848,projected,4400,,4297,16138,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+29739,Tananarive / UTM zone 39S,1849,projected,4400,,4297,16139,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+29849,Timbalai 1948 / UTM zone 49N,1852,projected,4400,,4298,16049,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+29850,Timbalai 1948 / UTM zone 50N,1853,projected,4400,,4298,16050,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+29871,Timbalai 1948 / RSO Borneo (ch),1362,projected,4402,,4298,19956,,,Large and medium scale topographic mapping and engineering survey.,Adopts ellipsoid metric conversion of 39.370147 inches per metre. Replaced by metric projection version (CRS code 29873). See also foot version (CRS code 29872) for Shell ops in E Malaysia.,Defence Geographic Centre.,OGP,2006/09/21,1997.231 2000.600 2002.470 2006.252,1,0
+29872,Timbalai 1948 / RSO Borneo (ft),1851,projected,4405,,4298,19957,,,Shell operations in Sarawak and Sabah.,Used by Shell in East Malaysia. Original projection definition in chains (1 chain = 66 feet) - see CRS code 29871. See also CRS code 29873 for metric version.,Shell.,OGP,2006/09/21,1997.231 2000.600 2002.470 2006.252,1,0
+29873,Timbalai 1948 / RSO Borneo (m),1362,projected,4400,,4298,19958,,,Large and medium scale topographic mapping and engineering survey; Shell exploration and production operations in Brunei.,Original projection definition in chains. 1 chain = 792 inches. Adopts Sears 1922 metric conversion of 39.370147 inches per metre. Replaced by GDM2000 / East Malaysia BRSO (CRS code 3376). See foot version (CRS code 29872) for Shell ops in E Malaysia.,Defence Geographic Centre.,OGP,2006/09/21,2000.600 2006.252 2006.730,1,0
+29900,TM65 / Irish National Grid,1305,projected,4400,,4299,19908,,,Large and medium scale topographic mapping and engineering survey.,Superseded by IRENET95 / Irish Transverse Mercator (code 2157) from 1/1/2001. Deprecated due to change of name - see 29902.,Ordnance Survey of Ireland,OGP,1995/06/02,,1,1
+29901,OSNI 1952 / Irish National Grid,2530,projected,4400,,4188,19973,,,Large and medium scale topographic mapping and engineering survey.,Not used in Republic of Ireland. Replaced in 1975 by TM75 / Irish Grid (CRS code 29903).,Ordnance Survey of Northern Ireland.,OGP,2001/11/06,,1,0
+29902,TM65 / Irish Grid,1125,projected,4400,,4299,19972,,,Large and medium scale topographic mapping and engineering survey.,Not used in Northern Ireland. Replaced by TM75 / Irish Grid (code 29903) in 1975.,Ordnance Survey of Ireland.,OGP,2005/05/27,2005.180,1,0
+29903,TM75 / Irish Grid,1305,projected,4400,,4300,19972,,,Large and medium scale topographic mapping and engineering survey.,Replaces both OSNI 1952 / Irish National Grid (code 29901) and TM65 / Irish Grid (code 29902) from 1975. Replaced by IRENET95 / Irish Transverse Mercator (code 2157) from 1/1/2001.,Ordnance Survey of Ireland,OGP,2001/11/06,,1,0
+30161,Tokyo / Japan Plane Rectangular CS I,1854,projected,4530,,4301,17801,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS I (code 2443) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080,1,0
+30162,Tokyo / Japan Plane Rectangular CS II,1855,projected,4530,,4301,17802,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS II (code 2444) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080,1,0
+30163,Tokyo / Japan Plane Rectangular CS III,1856,projected,4530,,4301,17803,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS III (code 2445) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080,1,0
+30164,Tokyo / Japan Plane Rectangular CS IV,1857,projected,4530,,4301,17804,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS IV (code 2446) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080,1,0
+30165,Tokyo / Japan Plane Rectangular CS V,1858,projected,4530,,4301,17805,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS V (code 2447) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080 2002.081,1,0
+30166,Tokyo / Japan Plane Rectangular CS VI,1859,projected,4530,,4301,17806,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS VI (code 2448) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080 2002.081,1,0
+30167,Tokyo / Japan Plane Rectangular CS VII,1860,projected,4530,,4301,17807,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS VII (code 2449) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080 2002.081,1,0
+30168,Tokyo / Japan Plane Rectangular CS VIII,1861,projected,4530,,4301,17808,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS VIII (code 2450) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080 2002.081,1,0
+30169,Tokyo / Japan Plane Rectangular CS IX,1862,projected,4530,,4301,17809,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS IX (code 2451) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080 2002.081,1,0
+30170,Tokyo / Japan Plane Rectangular CS X,1863,projected,4530,,4301,17810,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS X (code 2452) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080,1,0
+30171,Tokyo / Japan Plane Rectangular CS XI,1864,projected,4530,,4301,17811,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS XI (code 2453) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080,1,0
+30172,Tokyo / Japan Plane Rectangular CS XII,1865,projected,4530,,4301,17812,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS XII (code 2454) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080,1,0
+30173,Tokyo / Japan Plane Rectangular CS XIII,1866,projected,4530,,4301,17813,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS XIII (code 2455) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080,1,0
+30174,Tokyo / Japan Plane Rectangular CS XIV,1867,projected,4530,,4301,17814,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XIV (code 2456) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,2002.080,1,0
+30175,Tokyo / Japan Plane Rectangular CS XV,1868,projected,4530,,4301,17815,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS XV (code 2457) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080 2002.081,1,0
+30176,Tokyo / Japan Plane Rectangular CS XVI,1869,projected,4530,,4301,17816,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Replaced by JGD2000 / Japan Plane Rectangular CS XVI (code 2458) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,2002.080,1,0
+30177,Tokyo / Japan Plane Rectangular CS XVII,1870,projected,4530,,4301,17817,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XVII (code 2459) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080 2002.081,1,0
+30178,Tokyo / Japan Plane Rectangular CS XVIII,1871,projected,4530,,4301,17818,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XVIII (code 2460) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080 2002.081,1,0
+30179,Tokyo / Japan Plane Rectangular CS XIX,1872,projected,4530,,4301,17819,,,"Large and medium scale topographic mapping, cadastral and engineering survey.",Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XIX (code 2461) from April 2002.,Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2002/06/22,1999.970 2002.080 2002.081,1,0
+30200,Trinidad 1903 / Trinidad Grid,1339,projected,4407,,4302,19925,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2005/07/01,1997.231 2005.330,1,0
+30339,TC(1948) / UTM zone 39N,1850,projected,4400,,4303,16039,,,Oil exploration.,,,OGP,1995/06/02,,1,0
+30340,TC(1948) / UTM zone 40N,1750,projected,4400,,4303,16040,,,Oil exploration.,,,OGP,1995/06/02,,1,0
+30491,Voirol 1875 / Nord Algerie (ancienne),1728,projected,4499,,4304,18011,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Nord Sahara 1959 / Voirol Unifie Nord (code 30791). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.,,OGP,1995/06/02,,1,0
+30492,Voirol 1875 / Sud Algerie (ancienne),1729,projected,4499,,4304,18012,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Nord Sahara 1959 / Voirol Unifie Sud (code 30792). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.,,OGP,2004/01/07,2003.361,1,0
+30493,Voirol 1879 / Nord Algerie (ancienne),1728,projected,4499,,4671,18011,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Nord Sahara 1959 / Voirol Unifie Nord (code 30791). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.,,OGP,2004/01/07,,1,0
+30494,Voirol 1879 / Sud Algerie (ancienne),1729,projected,4499,,4671,18012,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Nord Sahara 1959 / Voirol Unifie Sud (code 30792). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.,,OGP,2004/01/07,,1,0
+30729,Nord Sahara 1959 / UTM zone 29N,1735,projected,4400,,4307,16029,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1996/04/12,,1,0
+30730,Nord Sahara 1959 / UTM zone 30N,1736,projected,4400,,4307,16030,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1996/04/12,,1,0
+30731,Nord Sahara 1959 / UTM zone 31N,1737,projected,4400,,4307,16031,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1996/04/12,,1,0
+30732,Nord Sahara 1959 / UTM zone 32N,1738,projected,4400,,4307,16032,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1996/04/12,,1,0
+30791,Nord Sahara 1959 / Voirol Unifie Nord,1728,projected,4499,,4307,18021,,,Large and medium scale topographic mapping and engineering survey.,Replaces Voirol 1879 / Nord Algeria ancienne (code 30493). Grid coordinates on average across Algeria are unchanged although local differences reach 30 metres; geographic coordinate equivalents do change.,"""Le System Geodesique Nord-Sahara""; IGN Paris",OGP,2004/01/07,2002.560 2003.361,1,0
+30792,Nord Sahara 1959 / Voirol Unifie Sud,1729,projected,4499,,4307,18022,,,Large and medium scale topographic mapping and engineering survey.,Replaces Voirol 1879 / Sud Algeria ancienne (code 30494). Grid coordinates on average across Algeria are unchanged although local differences reach 30 metres; geographic coordinate equivalents do change.,"""Le System Geodesique Nord-Sahara""; IGN Paris",OGP,2004/01/07,2002.560 2003.361,1,0
+30800,RT38 2.5 gon W,1225,projected,4530,,4308,19929,,,"Topographic mapping, engineering survey, cadastre.",Superseded by RT90 2.5 gon W (code 2400).,Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se,OGP,1997/11/13,1997.140 1997.390,1,1
+31028,Yoff / UTM zone 28N,1207,projected,4400,,4310,16028,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+31121,Zanderij / UTM zone 21N,1222,projected,4400,,4311,16021,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+31154,Zanderij / TM 54 NW,1727,projected,4400,,4311,17054,,,Large and medium scale topographic mapping and engineering survey.,,Shell International,OGP,2000/06/10,,1,0
+31170,Zanderij / Suriname Old TM,3312,projected,4400,,4311,19954,,,Large and medium scale topographic mapping and engineering survey.,Introduced in 1975. Replaced by Zanderij / Suriname TM in 1979.,Shell International,OGP,2000/06/10,,1,0
+31171,Zanderij / Suriname TM,3312,projected,4400,,4311,19955,,,Large and medium scale topographic mapping and engineering survey.,Replaced Zanderij / Suriname Old TM in 1979.,Shell International,OGP,2000/06/10,,1,0
+31251,MGI (Ferro) / Austria GK West Zone,1706,projected,4530,,4805,18001,,,Large and medium scale topographic mapping and engineering survey.,MGI (Ferro) / Austria West Zone (CRS code 31281) with reduced northing. See CRS code 31254 for equivalent referenced to Greenwich meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/02/02,,1,0
+31252,MGI (Ferro) / Austria GK Central Zone,1707,projected,4530,,4805,18002,,,Large and medium scale topographic mapping and engineering survey.,MGI (Ferro) / Austria Central Zone (CRS code 31282) with reduced northing. See CRS code 31255 for equivalent referenced to Greenwich meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/02/02,,1,0
+31253,MGI (Ferro) / Austria GK East Zone,1708,projected,4530,,4805,18003,,,Large and medium scale topographic mapping and engineering survey.,MGI (Ferro) / Austria East Zone (CRS code 31283) with reduced northing. See CRS code 31256 for equivalent referenced to Greenwich meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/02/02,,1,0
+31254,MGI / Austria GK West,1706,projected,4530,,4312,18004,,,Large and medium scale topographic mapping and engineering survey.,See CRS code 31251 for equivalent CRS referenced to Ferro meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/02/02,,1,0
+31255,MGI / Austria GK Central,1707,projected,4530,,4312,18005,,,Large and medium scale topographic mapping and engineering survey.,See CRS code 31252 for equivalent CRS referenced to Ferro meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/02/02,,1,0
+31256,MGI / Austria GK East,1708,projected,4530,,4312,18006,,,Large and medium scale topographic mapping and engineering survey.,See CRS code 31253 for equivalent CRS referenced to Ferro meridian.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/02/02,,1,0
+31257,MGI / Austria GK M28,1706,projected,4530,,4312,18007,,,Large and medium scale topographic mapping and engineering survey.,MGI / Austria M28 (CRS code 31284) with reduced northing.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/02/02,,1,0
+31258,MGI / Austria GK M31,1707,projected,4530,,4312,18008,,,Large and medium scale topographic mapping and engineering survey.,MGI / Austria M31 (CRS code 31285) with reduced northing.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/02/02,,1,0
+31259,MGI / Austria GK M34,1708,projected,4530,,4312,18009,,,Large and medium scale topographic mapping and engineering survey.,MGI / Austria M34 (CRS code 31286) with reduced northing.,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/02/02,,1,0
+31265,MGI / 3-degree Gauss zone 5,1709,projected,4499,,4312,16265,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,,1,1
+31266,MGI / 3-degree Gauss zone 6,1710,projected,4499,,4312,16266,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,,1,1
+31267,MGI / 3-degree Gauss zone 7,1711,projected,4499,,4312,16267,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,,1,1
+31268,MGI / 3-degree Gauss zone 8,1712,projected,4499,,4312,16268,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,,1,1
+31275,MGI / Balkans zone 5,1709,projected,4530,,4312,18275,,,Large and medium scale topographic mapping and engineering survey.,In Slovenia replaced by D48 / GK (CRS code 3787).,OGP,OGP,2008/04/04,2005.180 2008.019,1,0
+31276,MGI / Balkans zone 6,1710,projected,4530,,4312,18276,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2005/05/27,2005.180,1,0
+31277,MGI / Balkans zone 7,1711,projected,4530,,4312,18277,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2001/06/05,,1,0
+31278,MGI / Balkans zone 8,1712,projected,4530,,4312,18277,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2001/06/05,,1,1
+31279,MGI / Balkans zone 8,1712,projected,4530,,4312,18278,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2001/08/28,,1,0
+31281,MGI (Ferro) / Austria West Zone,1706,projected,4530,,4805,18041,,,Cadastral survey.,"Also known as ""Gebrauchsnetz"". For other uses see MGI (Ferro) / M28 (alias Bundesmeldenetz M28) (EPSG code 31288).",Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/08/28,2002.570 2005.180 2007.085,1,0
+31282,MGI (Ferro) / Austria Central Zone,1707,projected,4530,,4805,18042,,,Cadastral survey.,"Also known as ""Gebrauchsnetz"". For other uses see MGI (Ferro) / M31 (alias Bundesmeldenetz M31) (EPSG code 31289).",Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/08/28,2002.570 2005.180 2007.085,1,0
+31283,MGI (Ferro) / Austria East Zone,1708,projected,4530,,4805,18043,,,Cadastral survey.,"Also known as ""Gebrauchsnetz"". For other uses see MGI (Ferro) / M34 (alias Bundesmeldenetz M34) (EPSG code 31290).",Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/08/28,2002.570 2005.180 2007.085,1,0
+31284,MGI / Austria M28,1706,projected,4530,,4312,18044,,,Large and medium scale topographic mapping and engineering survey.,Greenwich equivalent of MGI (Ferro) / M28 (alias Bundesmeldenetz M28) (EPSG code 31288).,OGP,OGP,2007/02/02,2002.570 2006.971,1,0
+31285,MGI / Austria M31,1707,projected,4530,,4312,18045,,,Large and medium scale topographic mapping and engineering survey.,Greenwich equivalent of MGI (Ferro) / M31 (alias Bundesmeldenetz M31) (EPSG code 31289).,OGP,OGP,2007/02/02,2002.570 2006.971,1,0
+31286,MGI / Austria M34,1708,projected,4530,,4312,18046,,,Large and medium scale topographic mapping and engineering survey.,Greenwich equivalent of MGI (Ferro) / M34 (alias Bundesmeldenetz M34) (EPSG code 31290).,OGP,OGP,2007/02/02,2002.570 2006.971,1,0
+31287,MGI / Austria Lambert,1037,projected,4530,,4312,19947,,,Medium and small scale mapping and GIS.,Replaced by ETRS89 / Austria Lambert (CRS code 3416).,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2006/12/12,2006.971,1,0
+31288,MGI (Ferro) / M28,1706,projected,4530,,4805,18047,,,Large and medium scale topographic mapping and engineering survey.,Also known as Bundesmeldenetz. For equivalent using Greenwich meridian see MGI / M28 (code 31284). For cadastral survey see MGI (Ferro) / Austria West zone (alias Gebrauchsnetz M28) (EPSG code 31281).,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/08/28,2006.971 2007.085,1,0
+31289,MGI (Ferro) / M31,1707,projected,4530,,4805,18048,,,Large and medium scale topographic mapping and engineering survey.,Also known as Bundesmeldenetz. For equivalent using Greenwich meridian see MGI / M31 (code 31285). For cadastral survey see MGI (Ferro) / Austria Central zone (alias Gebrauchsnetz M31) (EPSG code 31282).,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/08/28,2006.971 2007.085,1,0
+31290,MGI (Ferro) / M34,1708,projected,4530,,4805,18049,,,Large and medium scale topographic mapping and engineering survey.,Also known as Bundesmeldenetz. For equivalent using Greenwich meridian see MGI / M34 (code 31286). For cadastral survey see MGI (Ferro) / Austria East zone (alias Gebrauchsnetz M34) (EPSG code 31283).,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2007/08/28,2006.971 2007.085,1,0
+31291,MGI (Ferro) / Austria West Zone,1706,projected,4499,,4805,18041,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,1997.010,1,1
+31292,MGI (Ferro) / Austria Central Zone,1708,projected,4499,,4805,18042,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,1997.010,1,1
+31293,MGI (Ferro) / Austria East Zone,1707,projected,4499,,4805,18043,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,1997.010,1,1
+31294,MGI / M28,1706,projected,4499,,4312,18044,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,1997.010,1,1
+31295,MGI / M31,1707,projected,4499,,4312,18045,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,1997.010,1,1
+31296,MGI / M34,1708,projected,4499,,4312,18046,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/10/20,1997.010,1,1
+31297,MGI / Austria Lambert,1037,projected,4499,,4312,19947,,,Medium and small scale mapping.,,,OGP,1999/10/20,1997.010,1,1
+31300,Belge 1972 / Belge Lambert 72,1347,projected,4499,,4313,19902,,,Large and medium scale topographic mapping and engineering survey.,Replaces 21500 (Belge 1950 / Belge Lambert 50). An alternative - Belge 1972 / Belgian Lambert 72 (code 31370) - was introduced in 2000 to use the standard Lambert Conic Conformal (2SP) projection method (code 9802). EPSG recommends this alternative.,IGN Brussels; www.ngi.be/,OGP,2005/09/29,2005.460,1,0
+31370,Belge 1972 / Belgian Lambert 72,1347,projected,4499,,4313,19961,,,Large and medium scale topographic mapping and engineering survey.,"Introduced in 2000 as an alternative to CRS code 31300 to avoid the special projection method LCC (2SP Belgium) (code 9803). If software cannot handle latitude of origin 90°N, use latitude of origin = 50°47'57.704""N with Nf = 165372.956 m.",IGN Brussels; www.ngi.be/,OGP,2005/09/29,2005.460,1,0
+31461,DHDN / 3-degree Gauss zone 1,1628,projected,4499,,4314,16261,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.101,1,1
+31462,DHDN / 3-degree Gauss zone 2,1624,projected,4499,,4314,16262,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.101,1,1
+31463,DHDN / 3-degree Gauss zone 3,1625,projected,4499,,4314,16263,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.101,1,1
+31464,DHDN / 3-degree Gauss zone 4,1626,projected,4499,,4314,16264,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.101,1,1
+31465,DHDN / 3-degree Gauss zone 5,1627,projected,4499,,4314,16265,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.101,1,1
+31466,DHDN / Gauss-Kruger zone 2,1624,projected,4530,,4314,16262,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",Zone width 3 degrees.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/07/18,2005.180 2006.410,1,0
+31467,DHDN / Gauss-Kruger zone 3,1625,projected,4530,,4314,16263,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",Zone width 3 degrees.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/07/18,2005.180 2006.410,1,0
+31468,DHDN / Gauss-Kruger zone 4,1626,projected,4530,,4314,16264,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",Zone width 3 degrees.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/07/18,2005.180 2006.460,1,0
+31469,DHDN / Gauss-Kruger zone 5,1627,projected,4530,,4314,16265,,,"Large and medium scale topographic mapping and engineering survey, cadastral survey.",Zone width 3 degrees.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/07/18,2006.410,1,0
+31528,Conakry 1905 / UTM zone 28N,1468,projected,4400,,4315,16028,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Dabola 1981 / UTM zone 28 (EPSG code 3461).,,OGP,2007/02/06,2007.018,1,0
+31529,Conakry 1905 / UTM zone 29N,1469,projected,4400,,4315,16029,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Dabola 1981 / UTM zone 29 (EPSG code 3462).,,OGP,2007/02/06,2007.018,1,0
+31600,Dealul Piscului 1933/ Stereo 33,3295,projected,4499,,4316,19927,,,Large and medium scale topographic mapping and engineering survey.,Replaced by Stereo 70 system (ProjCRS code 31700).,,OGP,2004/04/07,2004.210,1,0
+31700,Dealul Piscului 1970/ Stereo 70,1197,projected,4530,,4317,19926,,,Large and medium scale topographic mapping and engineering survey.,Replaces Stereo 33 system.,,OGP,1996/04/12,,1,0
+31838,NGN / UTM zone 38N,1739,projected,4400,,4318,16038,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1996/04/12,,1,0
+31839,NGN / UTM zone 39N,1740,projected,4400,,4318,16039,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1996/04/12,,1,0
+31900,KUDAMS / KTM,1310,projected,4400,,4319,19928,,,Large scale engineering and utility mapping.,,,OGP,2004/07/19,,1,1
+31901,KUDAMS / KTM,1310,projected,4400,,4319,19997,,,Large scale engineering and utility mapping.,,,OGP,1996/04/12,,1,0
+31965,SIRGAS 2000 / UTM zone 11N,3423,projected,4400,,4674,16011,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006/07/21,,1,0
+31966,SIRGAS 2000 / UTM zone 12N,3424,projected,4400,,4674,16012,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006/07/21,,1,0
+31967,SIRGAS 2000 / UTM zone 13N,3425,projected,4400,,4674,16013,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006/07/21,,1,0
+31968,SIRGAS 2000 / UTM zone 14N,3426,projected,4400,,4674,16014,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006/07/21,,1,0
+31969,SIRGAS 2000 / UTM zone 15N,3427,projected,4400,,4674,16015,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006/07/21,,1,0
+31970,SIRGAS 2000 / UTM zone 16N,3428,projected,4400,,4674,16016,,,Large and medium scale topographic mapping and engineering survey.,,OGP,OGP,2006/07/21,,1,0
+31971,SIRGAS 2000 / UTM zone 17N,3421,projected,4400,,4674,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31972,SIRGAS 2000 / UTM zone 18N,3422,projected,4400,,4674,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31973,SIRGAS 2000 / UTM zone 19N,3436,projected,4400,,4674,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31974,SIRGAS 2000 / UTM zone 20N,3437,projected,4400,,4674,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31975,SIRGAS 2000 / UTM zone 21N,3438,projected,4400,,4674,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31976,SIRGAS 2000 / UTM zone 22N,3439,projected,4400,,4674,16022,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31977,SIRGAS 2000 / UTM zone 17S,1824,projected,4400,,4674,16117,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2004/04/22,,1,0
+31978,SIRGAS 2000 / UTM zone 18S,3440,projected,4400,,4674,16118,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31979,SIRGAS 2000 / UTM zone 19S,3441,projected,4400,,4674,16119,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31980,SIRGAS 2000 / UTM zone 20S,3442,projected,4400,,4674,16120,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31981,SIRGAS 2000 / UTM zone 21S,3443,projected,4400,,4674,16121,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31982,SIRGAS 2000 / UTM zone 22S,3444,projected,4400,,4674,16122,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31983,SIRGAS 2000 / UTM zone 23S,3445,projected,4400,,4674,16123,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31984,SIRGAS 2000 / UTM zone 24S,3446,projected,4400,,4674,16124,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31985,SIRGAS 2000 / UTM zone 25S,3447,projected,4400,,4674,16125,,,Large and medium scale topographic mapping and engineering survey.,Replaces SIRGAS 1995 system.,OGP,OGP,2006/07/21,2006.465,1,0
+31986,SIRGAS / UTM zone 17N,1823,projected,4400,,4170,16017,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31987,SIRGAS / UTM zone 18N,1825,projected,4400,,4170,16018,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31988,SIRGAS / UTM zone 19N,1827,projected,4400,,4170,16019,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31989,SIRGAS / UTM zone 20N,1829,projected,4400,,4170,16020,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31990,SIRGAS / UTM zone 21N,1831,projected,4400,,4170,16021,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31991,SIRGAS / UTM zone 22N,1833,projected,4400,,4170,16022,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31992,SIRGAS / UTM zone 17S,1824,projected,4400,,4170,16117,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31993,SIRGAS / UTM zone 18S,1826,projected,4400,,4170,16118,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31994,SIRGAS / UTM zone 19S,1828,projected,4400,,4170,16119,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31995,SIRGAS / UTM zone 20S,1830,projected,4400,,4170,16120,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31996,SIRGAS / UTM zone 21S,1832,projected,4400,,4170,16121,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31997,SIRGAS / UTM zone 22S,1834,projected,4400,,4170,16122,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31998,SIRGAS / UTM zone 23S,1835,projected,4400,,4170,16123,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+31999,SIRGAS / UTM zone 24S,1836,projected,4400,,4170,16124,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+32000,SIRGAS / UTM zone 25S,1837,projected,4400,,4170,16125,,,Large and medium scale topographic mapping and engineering survey.,Replaced by SIRGAS 2000 system.,,OGP,2004/04/22,2004.250,1,0
+32001,NAD27 / Montana North,2211,projected,4497,,4267,12501,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32002,NAD27 / Montana Central,2210,projected,4497,,4267,12502,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32003,NAD27 / Montana South,2212,projected,4497,,4267,12503,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32005,NAD27 / Nebraska North,2221,projected,4497,,4267,12601,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32006,NAD27 / Nebraska South,2222,projected,4497,,4267,12602,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32007,NAD27 / Nevada East,2224,projected,4497,,4267,12701,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32008,NAD27 / Nevada Central,2223,projected,4497,,4267,12702,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32009,NAD27 / Nevada West,2225,projected,4497,,4267,12703,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32010,NAD27 / New Hampshire,1398,projected,4497,,4267,12800,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32011,NAD27 / New Jersey,1399,projected,4497,,4267,12900,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32012,NAD27 / New Mexico East,2228,projected,4497,,4267,13001,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32013,NAD27 / New Mexico Central,2229,projected,4497,,4267,13002,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32014,NAD27 / New Mexico West,2230,projected,4497,,4267,13003,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32015,NAD27 / New York East,2234,projected,4497,,4267,13101,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32016,NAD27 / New York Central,2233,projected,4497,,4267,13102,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32017,NAD27 / New York West,2236,projected,4497,,4267,13103,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32018,NAD27 / New York Long Island,2235,projected,4497,,4267,13104,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32019,NAD27 / North Carolina,1402,projected,4497,,4267,13200,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32020,NAD27 / North Dakota North,2237,projected,4497,,4267,13301,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32021,NAD27 / North Dakota South,2238,projected,4497,,4267,13302,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32022,NAD27 / Ohio North,2239,projected,4497,,4267,13401,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32023,NAD27 / Ohio South,2240,projected,4497,,4267,13402,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32024,NAD27 / Oklahoma North,2241,projected,4497,,4267,13501,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32025,NAD27 / Oklahoma South,2242,projected,4497,,4267,13502,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32026,NAD27 / Oregon North,2243,projected,4497,,4267,13601,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32027,NAD27 / Oregon South,2244,projected,4497,,4267,13602,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32028,NAD27 / Pennsylvania North,2245,projected,4497,,4267,13701,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32029,NAD27 / Pennsylvania South,2246,projected,4497,,4267,13702,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32030,NAD27 / Rhode Island,1408,projected,4497,,4267,13800,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32031,NAD27 / South Carolina North,2247,projected,4497,,4267,13901,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32033,NAD27 / South Carolina South,2248,projected,4497,,4267,13902,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32034,NAD27 / South Dakota North,2249,projected,4497,,4267,14001,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32035,NAD27 / South Dakota South,2250,projected,4497,,4267,14002,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32036,NAD27 / Tennessee,1411,projected,4497,,4267,14100,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,1
+32037,NAD27 / Texas North,2253,projected,4497,,4267,14201,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32038,NAD27 / Texas North Central,2254,projected,4497,,4267,14202,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32039,NAD27 / Texas Central,2252,projected,4497,,4267,14203,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32040,NAD27 / Texas South Central,2256,projected,4497,,4267,14204,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32041,NAD27 / Texas South,2255,projected,4497,,4267,14205,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32042,NAD27 / Utah North,2258,projected,4497,,4267,14301,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32043,NAD27 / Utah Central,2257,projected,4497,,4267,14302,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32044,NAD27 / Utah South,2259,projected,4497,,4267,14303,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32045,NAD27 / Vermont,1414,projected,4497,,4267,14400,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32046,NAD27 / Virginia North,2260,projected,4497,,4267,14501,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32047,NAD27 / Virginia South,2261,projected,4497,,4267,14502,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32048,NAD27 / Washington North,2262,projected,4497,,4267,14601,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32049,NAD27 / Washington South,2263,projected,4497,,4267,14602,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32050,NAD27 / West Virginia North,2264,projected,4497,,4267,14701,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32051,NAD27 / West Virginia South,2265,projected,4497,,4267,14702,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32052,NAD27 / Wisconsin North,2267,projected,4497,,4267,14801,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32053,NAD27 / Wisconsin Central,2266,projected,4497,,4267,14802,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32054,NAD27 / Wisconsin South,2268,projected,4497,,4267,14803,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32055,NAD27 / Wyoming East,2269,projected,4497,,4267,14901,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32056,NAD27 / Wyoming East Central,2270,projected,4497,,4267,14902,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32057,NAD27 / Wyoming West Central,2272,projected,4497,,4267,14903,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32058,NAD27 / Wyoming West,2271,projected,4497,,4267,14904,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/03/07,2000.091,1,0
+32061,NAD27 / Guatemala Norte,2120,projected,4499,,4267,18211,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1999/08/18,,1,0
+32062,NAD27 / Guatemala Sur,2121,projected,4499,,4267,18212,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2000/01/06,1999.950,1,0
+32064,NAD27 / BLM 14N (ftUS),2171,projected,4497,,4267,15914,,,"Minerals (including oil) management, exploration and production.",,OGP,OGP,2002/02/12,,1,0
+32065,NAD27 / BLM 15N (ftUS),2172,projected,4497,,4267,15915,,,"Minerals (including oil) management, exploration and production.",,OGP,OGP,2006/06/12,2006.391,1,0
+32066,NAD27 / BLM 16N (ftUS),2173,projected,4497,,4267,15916,,,"Minerals (including oil) management, exploration and production.",,OGP,OGP,2006/06/12,2006.391,1,0
+32067,NAD27 / BLM 17N (ftUS),2174,projected,4497,,4267,15917,,,"Minerals (including oil) management, exploration and production.",,OGP,OGP,2006/06/12,2006.391,1,0
+32074,NAD27 / BLM 14N (feet),2171,projected,4497,,4267,15914,,,"Minerals (including oil) management, exploration and production.",,,OGP,1996/04/12,1996.030,1,1
+32075,NAD27 / BLM 15N (feet),2172,projected,4497,,4267,15915,,,"Minerals (including oil) management, exploration and production.",,,OGP,1996/04/12,1996.030,1,1
+32076,NAD27 / BLM 16N (feet),2173,projected,4497,,4267,15916,,,"Minerals (including oil) management, exploration and production.",,,OGP,1996/04/12,1995.270 1996.030,1,1
+32077,NAD27 / BLM 17N (feet),2174,projected,4497,,4267,15917,,,"Minerals (including oil) management, exploration and production.",,,OGP,1996/04/12,1996.030,1,1
+32081,NAD27 / MTM zone 1,2226,projected,4400,,4267,17701,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32082,NAD27 / MTM zone 2,2227,projected,4400,,4267,17702,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32083,NAD27 / MTM zone 3,2275,projected,4400,,4267,17703,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32084,NAD27 / MTM zone 4,2276,projected,4400,,4267,17704,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32085,NAD27 / MTM zone 5,2277,projected,4400,,4267,17705,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32086,NAD27 / MTM zone 6,2278,projected,4400,,4267,17706,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32098,NAD27 / Quebec Lambert,1368,projected,4499,,4267,19944,,,Large and medium scale topographic mapping and engineering survey.,Replaced by NAD27(CGQ77) / Quebec Lambert (code 2137) in 1977.,Service de la Cartographie; Ministère des Ressources Naturelles; Quebec,OGP,2000/10/19,,1,0
+32099,NAD27 / Louisiana Offshore,1387,projected,4497,,4267,11703,,,Not used in oil industry. Usage for other applications is not known.,This system is NOT used for oil industry purposes. Use NAD27 / Louisiana South (CRS code 26782) in state waters and on LA OCS shelf and NAD27 / BLM (CRS codes 32065-66) in OCS deep water protraction areas.,OGP,OGP,2006/06/12,,1,0
+32100,NAD83 / Montana,1395,projected,4499,,4269,12530,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2256 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+32104,NAD83 / Nebraska,1396,projected,4499,,4269,12630,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See CRS code 26852 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2008/06/23,2000.091 2008.006 2008.041,1,0
+32107,NAD83 / Nevada East,2224,projected,4499,,4269,12731,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3421 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2000.091 2006.903,1,0
+32108,NAD83 / Nevada Central,2223,projected,4499,,4269,12732,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3422 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2006.903,1,0
+32109,NAD83 / Nevada West,2225,projected,4499,,4269,12733,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3423 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2006.903,1,0
+32110,NAD83 / New Hampshire,1398,projected,4499,,4269,12830,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3437 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2000.091 2006.903,1,0
+32111,NAD83 / New Jersey,1399,projected,4499,,4269,12930,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3424 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",National Geodetic Survey,OGP,2006/12/20,2000.091 2006.903,1,0
+32112,NAD83 / New Mexico East,2228,projected,4499,,4269,13031,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2257 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32113,NAD83 / New Mexico Central,2231,projected,4499,,4269,13032,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2258 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32114,NAD83 / New Mexico West,2232,projected,4499,,4269,13033,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2259 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32115,NAD83 / New York East,2234,projected,4499,,4269,13131,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2260 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+32116,NAD83 / New York Central,2233,projected,4499,,4269,13132,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2261 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32117,NAD83 / New York West,2236,projected,4499,,4269,13133,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2263 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+32118,NAD83 / New York Long Island,2235,projected,4499,,4269,13134,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2264 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32119,NAD83 / North Carolina,1402,projected,4499,,4269,13230,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2264 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/01/19,1998.300 2000.091,1,0
+32120,NAD83 / North Dakota North,2237,projected,4499,,4269,13331,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2265 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32121,NAD83 / North Dakota South,2238,projected,4499,,4269,13332,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2266 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32122,NAD83 / Ohio North,2239,projected,4499,,4269,13431,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3734 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/03/13,2007.035,1,0
+32123,NAD83 / Ohio South,2240,projected,4499,,4269,13432,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3735 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/03/13,2007.035,1,0
+32124,NAD83 / Oklahoma North,2241,projected,4499,,4269,13531,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2267 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32125,NAD83 / Oklahoma South,2242,projected,4499,,4269,13532,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2268 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32126,NAD83 / Oregon North,2243,projected,4499,,4269,13631,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2269 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32127,NAD83 / Oregon South,2244,projected,4499,,4269,13632,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2270 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32128,NAD83 / Pennsylvania North,2245,projected,4499,,4269,13731,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2271 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/01/19,,1,0
+32129,NAD83 / Pennsylvania South,2246,projected,4499,,4269,13732,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2272 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/01/19,,1,0
+32130,NAD83 / Rhode Island,1408,projected,4499,,4269,13830,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3438 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2006/12/20,2000.091 2006.903,1,0
+32133,NAD83 / South Carolina,1409,projected,4499,,4269,13930,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in International feet (note: not US survey feet). See code 2273 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/01/19,,1,0
+32134,NAD83 / South Dakota North,2249,projected,4499,,4269,14031,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3454 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/01/19,,1,0
+32135,NAD83 / South Dakota South,2250,projected,4499,,4269,14032,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3455 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/01/19,,1,0
+32136,NAD83 / Tennessee,1411,projected,4499,,4269,14130,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2274 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2000/03/07,2000.091,1,0
+32137,NAD83 / Texas North,2253,projected,4499,,4269,14231,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2275 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32138,NAD83 / Texas North Central,2254,projected,4499,,4269,14232,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2276 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32139,NAD83 / Texas Central,2252,projected,4499,,4269,14233,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2277 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32140,NAD83 / Texas South Central,2527,projected,4499,,4269,14234,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2278 for equivalent non-metric definition. For onshore applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2006/07/14,2006.392,1,0
+32141,NAD83 / Texas South,2528,projected,4499,,4269,14235,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2279 for equivalent non-metric definition. For onshore applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2006/07/14,2006.392,1,0
+32142,NAD83 / Utah North,2258,projected,4499,,4269,14331,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.¶by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/01/20,2006.905,1,0
+32143,NAD83 / Utah Central,2257,projected,4499,,4269,14332,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/01/20,2006.905,1,0
+32144,NAD83 / Utah South,2259,projected,4499,,4269,14333,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.","U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/01/20,2006.905,1,0
+32145,NAD83 / Vermont,1414,projected,4499,,4269,14430,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/01/19,2000.091,1,0
+32146,NAD83 / Virginia North,2260,projected,4499,,4269,14531,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2283 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32147,NAD83 / Virginia South,2261,projected,4499,,4269,14532,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2284 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32148,NAD83 / Washington North,2273,projected,4499,,4269,14631,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2285 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32149,NAD83 / Washington South,2274,projected,4499,,4269,14632,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2286 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32150,NAD83 / West Virginia North,2264,projected,4499,,4269,14731,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See CRS code 26853 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2008/06/23,2008.006 2008.041,1,0
+32151,NAD83 / West Virginia South,2265,projected,4499,,4269,14732,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See CRS code 26854 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2008/06/23,2008.006 2008.041,1,0
+32152,NAD83 / Wisconsin North,2267,projected,4499,,4269,14831,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2287 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32153,NAD83 / Wisconsin Central,2266,projected,4499,,4269,14832,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2288 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32154,NAD83 / Wisconsin South,2268,projected,4499,,4269,14833,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 2289 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32155,NAD83 / Wyoming East,2269,projected,4499,,4269,14931,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3736 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/03/13,2000.091 2007.035,1,0
+32156,NAD83 / Wyoming East Central,2270,projected,4499,,4269,14932,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3737 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/03/13,2000.091 2007.035,1,0
+32157,NAD83 / Wyoming West Central,2272,projected,4499,,4269,14933,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3738 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/03/13,2000.091 2007.035,1,0
+32158,NAD83 / Wyoming West,2271,projected,4499,,4269,14934,,,Large and medium scale topographic mapping and engineering survey.,"State law defines system in US survey feet. See code 3739 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,2007/03/13,2000.091 2007.035,1,0
+32161,NAD83 / Puerto Rico & Virgin Is.,2251,projected,4499,,4269,15230,,,Large and medium scale topographic mapping and engineering survey.,"For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.",,OGP,1995/06/02,,1,0
+32164,NAD83 / BLM 14N (ftUS),2171,projected,4497,,4269,15914,,,No official usage.,See NAD27 / BLM 14N (feet) (code 32064) and NAD83 / UTM zone 14N (code 26914) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006/06/22,,1,0
+32165,NAD83 / BLM 15N (ftUS),2172,projected,4497,,4269,15915,,,No official usage.,See NAD27 / BLM 15N (feet) (code 32065) and NAD83 / UTM zone 15N (code 26915) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006/06/22,,1,0
+32166,NAD83 / BLM 16N (ftUS),2173,projected,4497,,4269,15916,,,No official usage.,See NAD27 / BLM 16N (feet) (code 32066) and NAD83 / UTM zone 16N (code 26916) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006/06/22,,1,0
+32167,NAD83 / BLM 17N (ftUS),2174,projected,4497,,4269,15917,,,No official usage.,See NAD27 / BLM 17N (feet) (code 32067) and NAD83 / UTM zone 17N (code 26917) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006/06/22,,1,0
+32180,NAD83 / SCoPQ zone 2,1420,projected,4499,,4269,17700,,,Large and medium scale topographic mapping and engineering survey.,,Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,1997/11/13,,1,0
+32181,NAD83 / MTM zone 1,2226,projected,4496,,4269,17701,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32182,NAD83 / MTM zone 2,2227,projected,4496,,4269,17702,,,Large and medium scale topographic mapping and engineering survey.,,Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32183,NAD83 / MTM zone 3,2275,projected,4496,,4269,17703,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 3"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32184,NAD83 / MTM zone 4,2276,projected,4496,,4269,17704,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 4"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32185,NAD83 / MTM zone 5,2277,projected,4496,,4269,17705,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 5"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32186,NAD83 / MTM zone 6,2278,projected,4496,,4269,17706,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 6"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.,OGP,1997/11/13,,1,0
+32187,NAD83 / MTM zone 7,1425,projected,4496,,4269,17707,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 7"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Topographic Mapping Section; Quebec Ministry of Natural Resources.,OGP,1997/11/13,,1,0
+32188,NAD83 / MTM zone 8,2279,projected,4496,,4269,17708,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 8"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+32189,NAD83 / MTM zone 9,2280,projected,4496,,4269,17709,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 9"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+32190,NAD83 / MTM zone 10,2281,projected,4496,,4269,17710,,,Large and medium scale topographic mapping and engineering survey.,"Known in Quebec as ""NAD83 / SCoPQ zone 10"" with axis 1 and 2 abbreviations of ""X"" and ""Y"" respectively.",Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+32191,NAD83 / MTM zone 11,1432,projected,4400,,4269,17711,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+32192,NAD83 / MTM zone 12,1433,projected,4400,,4269,17712,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+32193,NAD83 / MTM zone 13,1434,projected,4400,,4269,17713,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+32194,NAD83 / MTM zone 14,1435,projected,4400,,4269,17714,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+32195,NAD83 / MTM zone 15,1436,projected,4400,,4269,17715,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+32196,NAD83 / MTM zone 16,1437,projected,4400,,4269,17716,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+32197,NAD83 / MTM zone 17,1438,projected,4400,,4269,17717,,,Large and medium scale topographic mapping and engineering survey.,,Surveys and Mapping Section; Ontario Ministry of Transportation.,OGP,1997/11/13,,1,0
+32198,NAD83 / Quebec Lambert,1368,projected,4499,,4269,19944,,,Large and medium scale topographic mapping and engineering survey.,,Service de la Cartographie; Ministère des Ressources Naturelles; Quebec,OGP,1999/10/20,,1,0
+32199,NAD83 / Louisiana Offshore,1387,projected,4499,,4269,11733,,,Not used in oil industry. Usage for other applications is not known.,This system is NOT used for oil industry purposes. State law defines system in US survey feet. See code 3453 for equivalent non-metric definition.,OGP,OGP,2007/01/19,,1,0
+32201,WGS 72 / UTM zone 1N,1873,projected,4400,,4322,16001,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32202,WGS 72 / UTM zone 2N,1875,projected,4400,,4322,16002,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32203,WGS 72 / UTM zone 3N,1877,projected,4400,,4322,16003,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32204,WGS 72 / UTM zone 4N,1879,projected,4400,,4322,16004,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32205,WGS 72 / UTM zone 5N,1881,projected,4400,,4322,16005,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32206,WGS 72 / UTM zone 6N,1883,projected,4400,,4322,16006,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32207,WGS 72 / UTM zone 7N,1885,projected,4400,,4322,16007,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32208,WGS 72 / UTM zone 8N,1887,projected,4400,,4322,16008,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32209,WGS 72 / UTM zone 9N,1889,projected,4400,,4322,16009,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32210,WGS 72 / UTM zone 10N,1891,projected,4400,,4322,16010,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32211,WGS 72 / UTM zone 11N,1893,projected,4400,,4322,16011,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32212,WGS 72 / UTM zone 12N,1895,projected,4400,,4322,16012,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32213,WGS 72 / UTM zone 13N,1897,projected,4400,,4322,16013,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32214,WGS 72 / UTM zone 14N,1899,projected,4400,,4322,16014,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32215,WGS 72 / UTM zone 15N,1901,projected,4400,,4322,16015,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32216,WGS 72 / UTM zone 16N,1903,projected,4400,,4322,16016,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32217,WGS 72 / UTM zone 17N,1905,projected,4400,,4322,16017,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32218,WGS 72 / UTM zone 18N,1907,projected,4400,,4322,16018,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32219,WGS 72 / UTM zone 19N,1909,projected,4400,,4322,16019,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32220,WGS 72 / UTM zone 20N,1911,projected,4400,,4322,16020,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32221,WGS 72 / UTM zone 21N,1913,projected,4400,,4322,16021,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32222,WGS 72 / UTM zone 22N,1915,projected,4400,,4322,16022,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32223,WGS 72 / UTM zone 23N,1917,projected,4400,,4322,16023,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32224,WGS 72 / UTM zone 24N,1919,projected,4400,,4322,16024,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32225,WGS 72 / UTM zone 25N,1921,projected,4400,,4322,16025,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32226,WGS 72 / UTM zone 26N,1923,projected,4400,,4322,16026,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32227,WGS 72 / UTM zone 27N,1925,projected,4400,,4322,16027,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32228,WGS 72 / UTM zone 28N,1927,projected,4400,,4322,16028,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32229,WGS 72 / UTM zone 29N,1929,projected,4400,,4322,16029,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32230,WGS 72 / UTM zone 30N,1931,projected,4400,,4322,16030,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32231,WGS 72 / UTM zone 31N,1933,projected,4400,,4322,16031,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32232,WGS 72 / UTM zone 32N,1935,projected,4400,,4322,16032,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32233,WGS 72 / UTM zone 33N,1937,projected,4400,,4322,16033,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32234,WGS 72 / UTM zone 34N,1939,projected,4400,,4322,16034,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32235,WGS 72 / UTM zone 35N,1941,projected,4400,,4322,16035,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32236,WGS 72 / UTM zone 36N,1943,projected,4400,,4322,16036,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32237,WGS 72 / UTM zone 37N,1945,projected,4400,,4322,16037,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32238,WGS 72 / UTM zone 38N,1947,projected,4400,,4322,16038,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32239,WGS 72 / UTM zone 39N,1949,projected,4400,,4322,16039,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32240,WGS 72 / UTM zone 40N,1951,projected,4400,,4322,16040,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32241,WGS 72 / UTM zone 41N,1953,projected,4400,,4322,16041,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32242,WGS 72 / UTM zone 42N,1955,projected,4400,,4322,16042,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32243,WGS 72 / UTM zone 43N,1957,projected,4400,,4322,16043,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32244,WGS 72 / UTM zone 44N,1959,projected,4400,,4322,16044,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32245,WGS 72 / UTM zone 45N,1961,projected,4400,,4322,16045,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32246,WGS 72 / UTM zone 46N,1963,projected,4400,,4322,16046,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32247,WGS 72 / UTM zone 47N,1965,projected,4400,,4322,16047,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32248,WGS 72 / UTM zone 48N,1967,projected,4400,,4322,16048,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32249,WGS 72 / UTM zone 49N,1969,projected,4400,,4322,16049,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32250,WGS 72 / UTM zone 50N,1971,projected,4400,,4322,16050,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32251,WGS 72 / UTM zone 51N,1973,projected,4400,,4322,16051,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32252,WGS 72 / UTM zone 52N,1975,projected,4400,,4322,16052,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32253,WGS 72 / UTM zone 53N,1977,projected,4400,,4322,16053,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32254,WGS 72 / UTM zone 54N,1979,projected,4400,,4322,16054,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32255,WGS 72 / UTM zone 55N,1981,projected,4400,,4322,16055,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32256,WGS 72 / UTM zone 56N,1983,projected,4400,,4322,16056,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32257,WGS 72 / UTM zone 57N,1985,projected,4400,,4322,16057,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32258,WGS 72 / UTM zone 58N,1987,projected,4400,,4322,16058,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32259,WGS 72 / UTM zone 59N,1989,projected,4400,,4322,16059,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32260,WGS 72 / UTM zone 60N,1991,projected,4400,,4322,16060,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32301,WGS 72 / UTM zone 1S,1874,projected,4400,,4322,16101,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32302,WGS 72 / UTM zone 2S,1876,projected,4400,,4322,16102,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32303,WGS 72 / UTM zone 3S,1878,projected,4400,,4322,16103,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32304,WGS 72 / UTM zone 4S,1880,projected,4400,,4322,16104,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32305,WGS 72 / UTM zone 5S,1882,projected,4400,,4322,16105,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32306,WGS 72 / UTM zone 6S,1884,projected,4400,,4322,16106,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32307,WGS 72 / UTM zone 7S,1886,projected,4400,,4322,16107,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32308,WGS 72 / UTM zone 8S,1888,projected,4400,,4322,16108,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32309,WGS 72 / UTM zone 9S,1890,projected,4400,,4322,16109,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32310,WGS 72 / UTM zone 10S,1892,projected,4400,,4322,16110,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32311,WGS 72 / UTM zone 11S,1894,projected,4400,,4322,16111,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32312,WGS 72 / UTM zone 12S,1896,projected,4400,,4322,16112,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32313,WGS 72 / UTM zone 13S,1898,projected,4400,,4322,16113,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32314,WGS 72 / UTM zone 14S,1900,projected,4400,,4322,16114,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32315,WGS 72 / UTM zone 15S,1902,projected,4400,,4322,16115,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32316,WGS 72 / UTM zone 16S,1904,projected,4400,,4322,16116,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32317,WGS 72 / UTM zone 17S,1906,projected,4400,,4322,16117,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32318,WGS 72 / UTM zone 18S,1908,projected,4400,,4322,16118,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32319,WGS 72 / UTM zone 19S,1910,projected,4400,,4322,16119,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32320,WGS 72 / UTM zone 20S,1912,projected,4400,,4322,16120,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32321,WGS 72 / UTM zone 21S,1914,projected,4400,,4322,16121,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32322,WGS 72 / UTM zone 22S,1916,projected,4400,,4322,16122,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32323,WGS 72 / UTM zone 23S,1918,projected,4400,,4322,16123,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32324,WGS 72 / UTM zone 24S,1920,projected,4400,,4322,16124,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32325,WGS 72 / UTM zone 25S,1922,projected,4400,,4322,16125,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32326,WGS 72 / UTM zone 26S,1924,projected,4400,,4322,16126,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32327,WGS 72 / UTM zone 27S,1926,projected,4400,,4322,16127,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32328,WGS 72 / UTM zone 28S,1928,projected,4400,,4322,16128,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32329,WGS 72 / UTM zone 29S,1930,projected,4400,,4322,16129,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32330,WGS 72 / UTM zone 30S,1932,projected,4400,,4322,16130,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32331,WGS 72 / UTM zone 31S,1934,projected,4400,,4322,16131,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32332,WGS 72 / UTM zone 32S,1936,projected,4400,,4322,16132,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32333,WGS 72 / UTM zone 33S,1938,projected,4400,,4322,16133,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32334,WGS 72 / UTM zone 34S,1940,projected,4400,,4322,16134,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32335,WGS 72 / UTM zone 35S,1942,projected,4400,,4322,16135,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32336,WGS 72 / UTM zone 36S,1944,projected,4400,,4322,16136,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32337,WGS 72 / UTM zone 37S,1946,projected,4400,,4322,16137,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32338,WGS 72 / UTM zone 38S,1948,projected,4400,,4322,16138,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32339,WGS 72 / UTM zone 39S,1950,projected,4400,,4322,16139,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32340,WGS 72 / UTM zone 40S,1952,projected,4400,,4322,16140,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32341,WGS 72 / UTM zone 41S,1954,projected,4400,,4322,16141,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32342,WGS 72 / UTM zone 42S,1956,projected,4400,,4322,16142,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32343,WGS 72 / UTM zone 43S,1958,projected,4400,,4322,16143,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32344,WGS 72 / UTM zone 44S,1960,projected,4400,,4322,16144,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32345,WGS 72 / UTM zone 45S,1962,projected,4400,,4322,16145,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32346,WGS 72 / UTM zone 46S,1964,projected,4400,,4322,16146,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32347,WGS 72 / UTM zone 47S,1966,projected,4400,,4322,16147,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32348,WGS 72 / UTM zone 48S,1968,projected,4400,,4322,16148,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32349,WGS 72 / UTM zone 49S,1970,projected,4400,,4322,16149,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32350,WGS 72 / UTM zone 50S,1972,projected,4400,,4322,16150,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32351,WGS 72 / UTM zone 51S,1974,projected,4400,,4322,16151,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32352,WGS 72 / UTM zone 52S,1976,projected,4400,,4322,16152,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32353,WGS 72 / UTM zone 53S,1978,projected,4400,,4322,16153,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32354,WGS 72 / UTM zone 54S,1980,projected,4400,,4322,16154,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32355,WGS 72 / UTM zone 55S,1982,projected,4400,,4322,16155,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32356,WGS 72 / UTM zone 56S,1984,projected,4400,,4322,16156,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32357,WGS 72 / UTM zone 57S,1986,projected,4400,,4322,16157,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32358,WGS 72 / UTM zone 58S,1988,projected,4400,,4322,16158,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32359,WGS 72 / UTM zone 59S,1990,projected,4400,,4322,16159,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32360,WGS 72 / UTM zone 60S,1992,projected,4400,,4322,16160,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32401,WGS 72BE / UTM zone 1N,1873,projected,4400,,4324,16001,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32402,WGS 72BE / UTM zone 2N,1876,projected,4400,,4324,16002,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32403,WGS 72BE / UTM zone 3N,1877,projected,4400,,4324,16003,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32404,WGS 72BE / UTM zone 4N,1879,projected,4400,,4324,16004,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32405,WGS 72BE / UTM zone 5N,1881,projected,4400,,4324,16005,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32406,WGS 72BE / UTM zone 6N,1883,projected,4400,,4324,16006,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32407,WGS 72BE / UTM zone 7N,1885,projected,4400,,4324,16007,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32408,WGS 72BE / UTM zone 8N,1887,projected,4400,,4324,16008,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32409,WGS 72BE / UTM zone 9N,1889,projected,4400,,4324,16009,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32410,WGS 72BE / UTM zone 10N,1891,projected,4400,,4324,16010,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32411,WGS 72BE / UTM zone 11N,1893,projected,4400,,4324,16011,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32412,WGS 72BE / UTM zone 12N,1895,projected,4400,,4324,16012,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32413,WGS 72BE / UTM zone 13N,1897,projected,4400,,4324,16013,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32414,WGS 72BE / UTM zone 14N,1899,projected,4400,,4324,16014,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32415,WGS 72BE / UTM zone 15N,1901,projected,4400,,4324,16015,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32416,WGS 72BE / UTM zone 16N,1903,projected,4400,,4324,16016,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32417,WGS 72BE / UTM zone 17N,1905,projected,4400,,4324,16017,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32418,WGS 72BE / UTM zone 18N,1907,projected,4400,,4324,16018,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32419,WGS 72BE / UTM zone 19N,1909,projected,4400,,4324,16019,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32420,WGS 72BE / UTM zone 20N,1911,projected,4400,,4324,16020,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32421,WGS 72BE / UTM zone 21N,1913,projected,4400,,4324,16021,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32422,WGS 72BE / UTM zone 22N,1915,projected,4400,,4324,16022,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32423,WGS 72BE / UTM zone 23N,1917,projected,4400,,4324,16023,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32424,WGS 72BE / UTM zone 24N,1919,projected,4400,,4324,16024,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32425,WGS 72BE / UTM zone 25N,1921,projected,4400,,4324,16025,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32426,WGS 72BE / UTM zone 26N,1923,projected,4400,,4324,16026,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32427,WGS 72BE / UTM zone 27N,1925,projected,4400,,4324,16027,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32428,WGS 72BE / UTM zone 28N,1927,projected,4400,,4324,16028,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32429,WGS 72BE / UTM zone 29N,1929,projected,4400,,4324,16029,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32430,WGS 72BE / UTM zone 30N,1931,projected,4400,,4324,16030,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32431,WGS 72BE / UTM zone 31N,1933,projected,4400,,4324,16031,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32432,WGS 72BE / UTM zone 32N,1935,projected,4400,,4324,16032,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32433,WGS 72BE / UTM zone 33N,3464,projected,4400,,4324,16033,,,Large and medium scale topographic mapping and engineering survey.,Used by ExxonMobil for exploration and production activities.,,OGP,2006/09/22,2006.540,1,0
+32434,WGS 72BE / UTM zone 34N,3465,projected,4400,,4324,16034,,,Large and medium scale topographic mapping and engineering survey.,Used by ExxonMobil for exploration and production activities.,,OGP,2006/09/22,2006.540,1,0
+32435,WGS 72BE / UTM zone 35N,1941,projected,4400,,4324,16035,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32436,WGS 72BE / UTM zone 36N,1943,projected,4400,,4324,16036,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32437,WGS 72BE / UTM zone 37N,1945,projected,4400,,4324,16037,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32438,WGS 72BE / UTM zone 38N,1947,projected,4400,,4324,16038,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32439,WGS 72BE / UTM zone 39N,1949,projected,4400,,4324,16039,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32440,WGS 72BE / UTM zone 40N,1951,projected,4400,,4324,16040,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32441,WGS 72BE / UTM zone 41N,1953,projected,4400,,4324,16041,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32442,WGS 72BE / UTM zone 42N,1955,projected,4400,,4324,16042,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32443,WGS 72BE / UTM zone 43N,1957,projected,4400,,4324,16043,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32444,WGS 72BE / UTM zone 44N,1959,projected,4400,,4324,16044,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32445,WGS 72BE / UTM zone 45N,1961,projected,4400,,4324,16045,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32446,WGS 72BE / UTM zone 46N,1963,projected,4400,,4324,16046,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32447,WGS 72BE / UTM zone 47N,1965,projected,4400,,4324,16047,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32448,WGS 72BE / UTM zone 48N,1993,projected,4400,,4324,16048,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32449,WGS 72BE / UTM zone 49N,1994,projected,4400,,4324,16049,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32450,WGS 72BE / UTM zone 50N,1971,projected,4400,,4324,16050,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32451,WGS 72BE / UTM zone 51N,1973,projected,4400,,4324,16051,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32452,WGS 72BE / UTM zone 52N,1975,projected,4400,,4324,16052,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32453,WGS 72BE / UTM zone 53N,1977,projected,4400,,4324,16053,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32454,WGS 72BE / UTM zone 54N,1979,projected,4400,,4324,16054,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32455,WGS 72BE / UTM zone 55N,1981,projected,4400,,4324,16055,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32456,WGS 72BE / UTM zone 56N,1983,projected,4400,,4324,16056,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32457,WGS 72BE / UTM zone 57N,1985,projected,4400,,4324,16057,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32458,WGS 72BE / UTM zone 58N,1987,projected,4400,,4324,16058,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32459,WGS 72BE / UTM zone 59N,1989,projected,4400,,4324,16059,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32460,WGS 72BE / UTM zone 60N,1991,projected,4400,,4324,16060,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32501,WGS 72BE / UTM zone 1S,1874,projected,4400,,4324,16101,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32502,WGS 72BE / UTM zone 2S,1876,projected,4400,,4324,16102,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32503,WGS 72BE / UTM zone 3S,1878,projected,4400,,4324,16103,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32504,WGS 72BE / UTM zone 4S,1880,projected,4400,,4324,16104,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32505,WGS 72BE / UTM zone 5S,1882,projected,4400,,4324,16105,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32506,WGS 72BE / UTM zone 6S,1884,projected,4400,,4324,16106,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32507,WGS 72BE / UTM zone 7S,1886,projected,4400,,4324,16107,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32508,WGS 72BE / UTM zone 8S,1888,projected,4400,,4324,16108,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32509,WGS 72BE / UTM zone 9S,1890,projected,4400,,4324,16109,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32510,WGS 72BE / UTM zone 10S,1892,projected,4400,,4324,16110,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32511,WGS 72BE / UTM zone 11S,1894,projected,4400,,4324,16111,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32512,WGS 72BE / UTM zone 12S,1896,projected,4400,,4324,16112,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32513,WGS 72BE / UTM zone 13S,1898,projected,4400,,4324,16113,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32514,WGS 72BE / UTM zone 14S,1900,projected,4400,,4324,16114,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32515,WGS 72BE / UTM zone 15S,1902,projected,4400,,4324,16115,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32516,WGS 72BE / UTM zone 16S,1904,projected,4400,,4324,16116,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32517,WGS 72BE / UTM zone 17S,1906,projected,4400,,4324,16117,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32518,WGS 72BE / UTM zone 18S,1908,projected,4400,,4324,16118,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32519,WGS 72BE / UTM zone 19S,1910,projected,4400,,4324,16119,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32520,WGS 72BE / UTM zone 20S,1912,projected,4400,,4324,16120,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32521,WGS 72BE / UTM zone 21S,1914,projected,4400,,4324,16121,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32522,WGS 72BE / UTM zone 22S,1916,projected,4400,,4324,16122,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32523,WGS 72BE / UTM zone 23S,1918,projected,4400,,4324,16123,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32524,WGS 72BE / UTM zone 24S,1920,projected,4400,,4324,16124,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32525,WGS 72BE / UTM zone 25S,1922,projected,4400,,4324,16125,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32526,WGS 72BE / UTM zone 26S,1924,projected,4400,,4324,16126,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32527,WGS 72BE / UTM zone 27S,1926,projected,4400,,4324,16127,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32528,WGS 72BE / UTM zone 28S,1928,projected,4400,,4324,16128,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32529,WGS 72BE / UTM zone 29S,1930,projected,4400,,4324,16129,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32530,WGS 72BE / UTM zone 30S,1932,projected,4400,,4324,16130,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32531,WGS 72BE / UTM zone 31S,1934,projected,4400,,4324,16131,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32532,WGS 72BE / UTM zone 32S,1936,projected,4400,,4324,16132,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32533,WGS 72BE / UTM zone 33S,1938,projected,4400,,4324,16133,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32534,WGS 72BE / UTM zone 34S,1940,projected,4400,,4324,16134,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32535,WGS 72BE / UTM zone 35S,1942,projected,4400,,4324,16135,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32536,WGS 72BE / UTM zone 36S,1944,projected,4400,,4324,16136,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32537,WGS 72BE / UTM zone 37S,1946,projected,4400,,4324,16137,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32538,WGS 72BE / UTM zone 38S,1948,projected,4400,,4324,16138,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32539,WGS 72BE / UTM zone 39S,1950,projected,4400,,4324,16139,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32540,WGS 72BE / UTM zone 40S,1952,projected,4400,,4324,16140,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32541,WGS 72BE / UTM zone 41S,1954,projected,4400,,4324,16141,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32542,WGS 72BE / UTM zone 42S,1956,projected,4400,,4324,16142,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32543,WGS 72BE / UTM zone 43S,1958,projected,4400,,4324,16143,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32544,WGS 72BE / UTM zone 44S,1960,projected,4400,,4324,16144,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32545,WGS 72BE / UTM zone 45S,1962,projected,4400,,4324,16145,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32546,WGS 72BE / UTM zone 46S,1964,projected,4400,,4324,16146,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32547,WGS 72BE / UTM zone 47S,1966,projected,4400,,4324,16147,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32548,WGS 72BE / UTM zone 48S,1968,projected,4400,,4324,16148,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32549,WGS 72BE / UTM zone 49S,1995,projected,4400,,4324,16149,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32550,WGS 72BE / UTM zone 50S,1972,projected,4400,,4324,16150,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32551,WGS 72BE / UTM zone 51S,1974,projected,4400,,4324,16151,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32552,WGS 72BE / UTM zone 52S,1976,projected,4400,,4324,16152,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32553,WGS 72BE / UTM zone 53S,1978,projected,4400,,4324,16153,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32554,WGS 72BE / UTM zone 54S,1980,projected,4400,,4324,16154,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32555,WGS 72BE / UTM zone 55S,1982,projected,4400,,4324,16155,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32556,WGS 72BE / UTM zone 56S,1984,projected,4400,,4324,16156,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32557,WGS 72BE / UTM zone 57S,1986,projected,4400,,4324,16157,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32558,WGS 72BE / UTM zone 58S,1988,projected,4400,,4324,16158,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32559,WGS 72BE / UTM zone 59S,1990,projected,4400,,4324,16159,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32560,WGS 72BE / UTM zone 60S,1992,projected,4400,,4324,16160,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32600,WGS 84 / UTM grid system (northern hemisphere),1998,projected,4400,,4326,16000,,,For strict use within zone boundaries,Use WGS 84 / UTM zone xx N (codes 32601-32660) for use outwith zone boundary or when easting is not prefixed by zone number.,OGP,OGP,2001/06/05,,1,0
+32601,WGS 84 / UTM zone 1N,2000,projected,4400,,4326,16001,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32602,WGS 84 / UTM zone 2N,2002,projected,4400,,4326,16002,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32603,WGS 84 / UTM zone 3N,2004,projected,4400,,4326,16003,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32604,WGS 84 / UTM zone 4N,2006,projected,4400,,4326,16004,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32605,WGS 84 / UTM zone 5N,2008,projected,4400,,4326,16005,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32606,WGS 84 / UTM zone 6N,2010,projected,4400,,4326,16006,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32607,WGS 84 / UTM zone 7N,2012,projected,4400,,4326,16007,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32608,WGS 84 / UTM zone 8N,2014,projected,4400,,4326,16008,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32609,WGS 84 / UTM zone 9N,2016,projected,4400,,4326,16009,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32610,WGS 84 / UTM zone 10N,2018,projected,4400,,4326,16010,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32611,WGS 84 / UTM zone 11N,2020,projected,4400,,4326,16011,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32612,WGS 84 / UTM zone 12N,2022,projected,4400,,4326,16012,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32613,WGS 84 / UTM zone 13N,2024,projected,4400,,4326,16013,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32614,WGS 84 / UTM zone 14N,2026,projected,4400,,4326,16014,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32615,WGS 84 / UTM zone 15N,2028,projected,4400,,4326,16015,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32616,WGS 84 / UTM zone 16N,2030,projected,4400,,4326,16016,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32617,WGS 84 / UTM zone 17N,2032,projected,4400,,4326,16017,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32618,WGS 84 / UTM zone 18N,2034,projected,4400,,4326,16018,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32619,WGS 84 / UTM zone 19N,2036,projected,4400,,4326,16019,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32620,WGS 84 / UTM zone 20N,2038,projected,4400,,4326,16020,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32621,WGS 84 / UTM zone 21N,2040,projected,4400,,4326,16021,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32622,WGS 84 / UTM zone 22N,2042,projected,4400,,4326,16022,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32623,WGS 84 / UTM zone 23N,2044,projected,4400,,4326,16023,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32624,WGS 84 / UTM zone 24N,2046,projected,4400,,4326,16024,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32625,WGS 84 / UTM zone 25N,2048,projected,4400,,4326,16025,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32626,WGS 84 / UTM zone 26N,2050,projected,4400,,4326,16026,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32627,WGS 84 / UTM zone 27N,2052,projected,4400,,4326,16027,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32628,WGS 84 / UTM zone 28N,2054,projected,4400,,4326,16028,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32629,WGS 84 / UTM zone 29N,2056,projected,4400,,4326,16029,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32630,WGS 84 / UTM zone 30N,2058,projected,4400,,4326,16030,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32631,WGS 84 / UTM zone 31N,2060,projected,4400,,4326,16031,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32632,WGS 84 / UTM zone 32N,2062,projected,4400,,4326,16032,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32633,WGS 84 / UTM zone 33N,2064,projected,4400,,4326,16033,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32634,WGS 84 / UTM zone 34N,2066,projected,4400,,4326,16034,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32635,WGS 84 / UTM zone 35N,2068,projected,4400,,4326,16035,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32636,WGS 84 / UTM zone 36N,2070,projected,4400,,4326,16036,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32637,WGS 84 / UTM zone 37N,2072,projected,4400,,4326,16037,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32638,WGS 84 / UTM zone 38N,2074,projected,4400,,4326,16038,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32639,WGS 84 / UTM zone 39N,2076,projected,4400,,4326,16039,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32640,WGS 84 / UTM zone 40N,2078,projected,4400,,4326,16040,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32641,WGS 84 / UTM zone 41N,2080,projected,4400,,4326,16041,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32642,WGS 84 / UTM zone 42N,2082,projected,4400,,4326,16042,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32643,WGS 84 / UTM zone 43N,2084,projected,4400,,4326,16043,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32644,WGS 84 / UTM zone 44N,2086,projected,4400,,4326,16044,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32645,WGS 84 / UTM zone 45N,2088,projected,4400,,4326,16045,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32646,WGS 84 / UTM zone 46N,2090,projected,4400,,4326,16046,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32647,WGS 84 / UTM zone 47N,2092,projected,4400,,4326,16047,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32648,WGS 84 / UTM zone 48N,2094,projected,4400,,4326,16048,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32649,WGS 84 / UTM zone 49N,2096,projected,4400,,4326,16049,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32650,WGS 84 / UTM zone 50N,2098,projected,4400,,4326,16050,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32651,WGS 84 / UTM zone 51N,2100,projected,4400,,4326,16051,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32652,WGS 84 / UTM zone 52N,2102,projected,4400,,4326,16052,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32653,WGS 84 / UTM zone 53N,2104,projected,4400,,4326,16053,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32654,WGS 84 / UTM zone 54N,2106,projected,4400,,4326,16054,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32655,WGS 84 / UTM zone 55N,2108,projected,4400,,4326,16055,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32656,WGS 84 / UTM zone 56N,2110,projected,4400,,4326,16056,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32657,WGS 84 / UTM zone 57N,2112,projected,4400,,4326,16057,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32658,WGS 84 / UTM zone 58N,2114,projected,4400,,4326,16058,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32659,WGS 84 / UTM zone 59N,2116,projected,4400,,4326,16059,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32660,WGS 84 / UTM zone 60N,2118,projected,4400,,4326,16060,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32661,WGS 84 / UPS North,1996,projected,4493,,4326,16061,,,Large and medium scale topographic mapping and engineering survey.,,DMA TR8358.2,OGP,2002/12/23,2002.930,1,0
+32662,WGS 84 / Plate Carree,1262,projected,4499,,4326,19968,,,Graticule coordinates expressed in simple Cartesian form.,Origin is at intersection of equator and Greenwich meridian. Note: this is not the same as plotting unrectified graticule coordinates on a computer display using the so-called pseudo Plate Carrée method: here the grid units are metres.,OGP,OGP,2001/11/06,,1,1
+32663,WGS 84 / World Equidistant Cylindrical,1262,projected,4499,,4326,19846,,,Graticule coordinates expressed in simple Cartesian form.,Origin is at intersection of equator and Greenwich meridian. Note: this is not the same as plotting unrectified graticule coordinates on a computer display using the so-called pseudo Plate Carrée method: here the grid units are metres.,OGP,OGP,2008/03/14,,1,0
+32664,WGS 84 / BLM 14N (ftUS),2171,projected,4497,,4326,15914,,,No official usage.,See NAD27 / BLM 14N (feet) (code 32064) and WGS 84 / UTM zone 14N (code 32614) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006/06/22,,1,0
+32665,WGS 84 / BLM 15N (ftUS),2172,projected,4497,,4326,15915,,,No official usage.,See NAD27 / BLM 15N (feet) (code 32065) and WGS 84 / UTM zone 15N (code 32615) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006/06/22,,1,0
+32666,WGS 84 / BLM 16N (ftUS),2173,projected,4497,,4326,15916,,,No official usage.,See NAD27 / BLM 16N (feet) (code 32066) and WGS 84 / UTM zone 16N (code 32616) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006/06/22,,1,0
+32667,WGS 84 / BLM 17N (ftUS),2174,projected,4497,,4326,15917,,,No official usage.,See NAD27 / BLM 17N (feet) (code 32067) and WGS 84 / UTM zone 17N (code 32617) for systems used in US Gulf of Mexico oil operations.,OGP,OGP,2006/06/22,,1,0
+32700,WGS 84 / UTM grid system (southern hemisphere),1999,projected,4400,,4326,16100,,,For strict use within zone boundaries,Use WGS 84 / UTM zone xx S (codes 32701-32760) for use outwith zone boundary or when easting is not prefixed by zone number.,OGP,OGP,2001/06/05,,1,0
+32701,WGS 84 / UTM zone 1S,2001,projected,4400,,4326,16101,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32702,WGS 84 / UTM zone 2S,2003,projected,4400,,4326,16102,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32703,WGS 84 / UTM zone 3S,2005,projected,4400,,4326,16103,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32704,WGS 84 / UTM zone 4S,2007,projected,4400,,4326,16104,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32705,WGS 84 / UTM zone 5S,2009,projected,4400,,4326,16105,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32706,WGS 84 / UTM zone 6S,2011,projected,4400,,4326,16106,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32707,WGS 84 / UTM zone 7S,2013,projected,4400,,4326,16107,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32708,WGS 84 / UTM zone 8S,2015,projected,4400,,4326,16108,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32709,WGS 84 / UTM zone 9S,2017,projected,4400,,4326,16109,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32710,WGS 84 / UTM zone 10S,2019,projected,4400,,4326,16110,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32711,WGS 84 / UTM zone 11S,2021,projected,4400,,4326,16111,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32712,WGS 84 / UTM zone 12S,2023,projected,4400,,4326,16112,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32713,WGS 84 / UTM zone 13S,2025,projected,4400,,4326,16113,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32714,WGS 84 / UTM zone 14S,2027,projected,4400,,4326,16114,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32715,WGS 84 / UTM zone 15S,2029,projected,4400,,4326,16115,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32716,WGS 84 / UTM zone 16S,2031,projected,4400,,4326,16116,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32717,WGS 84 / UTM zone 17S,2033,projected,4400,,4326,16117,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32718,WGS 84 / UTM zone 18S,2035,projected,4400,,4326,16118,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32719,WGS 84 / UTM zone 19S,2037,projected,4400,,4326,16119,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32720,WGS 84 / UTM zone 20S,2039,projected,4400,,4326,16120,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32721,WGS 84 / UTM zone 21S,2041,projected,4400,,4326,16121,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32722,WGS 84 / UTM zone 22S,2043,projected,4400,,4326,16122,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32723,WGS 84 / UTM zone 23S,2045,projected,4400,,4326,16123,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32724,WGS 84 / UTM zone 24S,2047,projected,4400,,4326,16124,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32725,WGS 84 / UTM zone 25S,2049,projected,4400,,4326,16125,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32726,WGS 84 / UTM zone 26S,2051,projected,4400,,4326,16126,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32727,WGS 84 / UTM zone 27S,2053,projected,4400,,4326,16127,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32728,WGS 84 / UTM zone 28S,2055,projected,4400,,4326,16128,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32729,WGS 84 / UTM zone 29S,2057,projected,4400,,4326,16129,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32730,WGS 84 / UTM zone 30S,2059,projected,4400,,4326,16130,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32731,WGS 84 / UTM zone 31S,2061,projected,4400,,4326,16131,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32732,WGS 84 / UTM zone 32S,2063,projected,4400,,4326,16132,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32733,WGS 84 / UTM zone 33S,2065,projected,4400,,4326,16133,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32734,WGS 84 / UTM zone 34S,2067,projected,4400,,4326,16134,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32735,WGS 84 / UTM zone 35S,2069,projected,4400,,4326,16135,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32736,WGS 84 / UTM zone 36S,2071,projected,4400,,4326,16136,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32737,WGS 84 / UTM zone 37S,2073,projected,4400,,4326,16137,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32738,WGS 84 / UTM zone 38S,2075,projected,4400,,4326,16138,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32739,WGS 84 / UTM zone 39S,2077,projected,4400,,4326,16139,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32740,WGS 84 / UTM zone 40S,2079,projected,4400,,4326,16140,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32741,WGS 84 / UTM zone 41S,2081,projected,4400,,4326,16141,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32742,WGS 84 / UTM zone 42S,2083,projected,4400,,4326,16142,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32743,WGS 84 / UTM zone 43S,2085,projected,4400,,4326,16143,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32744,WGS 84 / UTM zone 44S,2087,projected,4400,,4326,16144,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32745,WGS 84 / UTM zone 45S,2089,projected,4400,,4326,16145,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32746,WGS 84 / UTM zone 46S,2091,projected,4400,,4326,16146,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32747,WGS 84 / UTM zone 47S,2093,projected,4400,,4326,16147,,,Large and medium scale topographic mapping and engineering survey.Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32748,WGS 84 / UTM zone 48S,2095,projected,4400,,4326,16148,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32749,WGS 84 / UTM zone 49S,2097,projected,4400,,4326,16149,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32750,WGS 84 / UTM zone 50S,2099,projected,4400,,4326,16150,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32751,WGS 84 / UTM zone 51S,2101,projected,4400,,4326,16151,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32752,WGS 84 / UTM zone 52S,2103,projected,4400,,4326,16152,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32753,WGS 84 / UTM zone 53S,2105,projected,4400,,4326,16153,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32754,WGS 84 / UTM zone 54S,2107,projected,4400,,4326,16154,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,2006/08/25,2002.151 2006.810,1,0
+32755,WGS 84 / UTM zone 55S,2109,projected,4400,,4326,16155,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32756,WGS 84 / UTM zone 56S,2111,projected,4400,,4326,16156,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32757,WGS 84 / UTM zone 57S,2113,projected,4400,,4326,16157,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32758,WGS 84 / UTM zone 58S,2115,projected,4400,,4326,16158,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32759,WGS 84 / UTM zone 59S,2117,projected,4400,,4326,16159,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32760,WGS 84 / UTM zone 60S,2119,projected,4400,,4326,16160,,,Large and medium scale topographic mapping and engineering survey.,,,OGP,1995/06/02,,1,0
+32761,WGS 84 / UPS South,1997,projected,4494,,4326,16161,,,Large and medium scale topographic mapping and engineering survey.,,DMA TR8358.2,OGP,2002/12/23,2002.930,1,0
+32766,WGS 84 / TM 36 SE,1726,projected,4400,,4326,16636,,,Used for oil exploration by BP Mozambique for Offshore Zambezi block oil exploration.,,BP Mozambique.,OGP,1998/11/11,,1,0
+61206405,Greek (deg),1106,geographic 2D,6405,,4120,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4120 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61216405,GGRS87 (deg),1106,geographic 2D,6405,,4121,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4121 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61226405,ATS77 (deg),1283,geographic 2D,6405,,4122,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4122 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61236405,KKJ (deg),1095,geographic 2D,6405,,4123,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4123 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61246405,RT90 (deg),1225,geographic 2D,6405,,4124,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4124 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61266405,LKS94 (ETRS89) (deg),1145,geographic 2D,6405,,4126,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4126 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61266413,LKS94 (ETRS89) (3D deg),1145,geographic 2D,6413,,4355,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4355 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61276405,Tete (deg),1167,geographic 2D,6405,,4127,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4127 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61286405,Madzansua (deg),1315,geographic 2D,6405,,4128,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4128 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61296405,Observatario (deg),1329,geographic 2D,6405,,4129,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4129 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61306405,Moznet (deg),1167,geographic 2D,6405,,4130,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4130 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61306413,Moznet (3D deg),1167,geographic 3D,6413,,4357,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4357 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61316405,Indian 1960 (deg),1302,geographic 2D,6405,,4131,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4131 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61326405,FD58 (deg),1300,geographic 2D,6405,,4132,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4132 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61336405,EST92 (deg),1090,geographic 2D,6405,,4133,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4133 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61346405,PDO Survey Datum 1993 (deg),1183,geographic 2D,6405,,4134,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4134 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61356405,Old Hawaiian (deg),1334,geographic 2D,6405,,4135,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4135 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61366405,St. Lawrence Island (deg),1332,geographic 2D,6405,,4136,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4136 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61376405,St. Paul Island (deg),1333,geographic 2D,6405,,4137,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4137 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61386405,St. George Island (deg),1331,geographic 2D,6405,,4138,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4138 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61396405,Puerto Rico (deg),1335,geographic 2D,6405,,4139,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4139 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61406405,NAD83(CSRS) (deg),2784,geographic 2D,6405,,4140,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4617 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61406413,NAD83(CSRS) (3D deg),2784,geographic 3D,6413,,4359,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4359 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61416405,Israel (deg),2603,geographic 2D,6405,,4141,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4141 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61426405,Locodjo 1965 (deg),1075,geographic 2D,6405,,4142,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4142 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61436405,Abidjan 1987 (deg),1075,geographic 2D,6405,,4143,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4143 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61446405,Kalianpur 1937 (deg),1308,geographic 2D,6405,,4144,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4144 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61456405,Kalianpur 1962 (deg),1184,geographic 2D,6405,,4145,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4145 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61466405,Kalianpur 1975 (deg),1121,geographic 2D,6405,,4146,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4146 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61476405,Hanoi 1972 (deg),1252,geographic 2D,6405,,4147,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4147 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61486405,Hartebeesthoek94 (deg),1215,geographic 2D,6405,,4148,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4148 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61486413,Hartebeesthoek94 (3D deg),1215,geographic 3D,6413,,4349,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4349 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61496405,CH1903 (deg),1286,geographic 2D,6405,,4149,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4149 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61506405,CH1903+ (deg),1286,geographic 2D,6405,,4150,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4150 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61516405,CHTRF95 (deg),1286,geographic 2D,6405,,4151,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4151 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61516413,CHTRF95 (3D deg),1286,geographic 3D,6413,,4343,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4343 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61526405,NAD83(HARN) (deg),1337,geographic 2D,6405,,4152,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4152 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61526413,NAD83(HARN) (3D deg),1337,geographic 3D,6413,,4361,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4361 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61536405,Rassadiran (deg),1338,geographic 2D,6405,,4153,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4153 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61546405,ED50(ED77) (deg),1123,geographic 2D,6405,,4154,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4154 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61556405,Dabola 1981 (deg),1112,geographic 2D,6405,,4155,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4155 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61566405,S-JTSK (deg),1306,geographic 2D,6405,,4156,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4156 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61576405,Mount Dillon (deg),1322,geographic 2D,6405,,4157,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4157 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61586405,Naparima 1955 (deg),1339,geographic 2D,6405,,4158,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4158 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61596405,ELD79 (deg),1143,geographic 2D,6405,,4159,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4159 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61606405,Chos Malal 1914 (deg),1292,geographic 2D,6405,,4160,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4160 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61616405,Pampa del Castillo (deg),1265,geographic 2D,6405,,4161,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4161 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61626405,Korean 1985 (deg),1135,geographic 2D,6405,,4162,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4162 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61636405,Yemen NGN96 (deg),1257,geographic 2D,6405,,4163,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4163 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61636413,Yemen NGN96 (3D deg),1257,geographic 3D,6413,,4379,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4379 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61646405,South Yemen (deg),1340,geographic 2D,6405,,4164,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4164 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61656405,Bissau (deg),1113,geographic 2D,6405,,4165,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4165 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61666405,Korean 1995 (deg),1135,geographic 2D,6405,,4166,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4166 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61676405,NZGD2000 (deg),1175,geographic 2D,6405,,4167,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4167 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61676413,NZGD2000 (3D deg),1175,geographic 3D,6413,,4363,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4363 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61686405,Accra (deg),1104,geographic 2D,6405,,4168,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4168 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61696405,American Samoa 1962 (deg),1027,geographic 2D,6405,,4169,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4169 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61706405,SIRGAS (deg),1341,geographic 2D,6405,,4170,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4170 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61706413,SIRGAS (3D deg),1341,geographic 3D,6413,,4375,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4375 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61716405,RGF93 (deg),1096,geographic 2D,6405,,4171,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4171 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61716413,RGF93 (3D deg),1096,geographic 3D,6413,,4369,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4369 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61736405,IRENET95 (deg),1305,geographic 2D,6405,,4173,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4173 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61736413,IRENET95 (3D deg),1305,geographic 3D,6413,,4351,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4351 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61746405,Sierra Leone 1924 (deg),1342,geographic 2D,6405,,4174,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4174 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61756405,Sierra Leone 1968 (deg),1209,geographic 2D,6405,,4175,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4175 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61766405,Australian Antarctic (deg),1278,geographic 2D,6405,,4176,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4176 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61766413,Australian Antarctic (3D deg),1278,geographic 3D,6413,,4339,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4339 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61786405,Pulkovo 1942(83) (deg),1343,geographic 2D,6405,,4178,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4178 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61796405,Pulkovo 1942(58) (deg),1192,geographic 2D,6405,,4179,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4179 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61806405,EST97 (deg),1090,geographic 2D,6405,,4180,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4180 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61806413,EST97 (3D deg),1090,geographic 3D,6413,,4341,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4341 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61816405,Luxembourg 1930 (deg),1146,geographic 2D,6405,,4181,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4181 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61826405,Azores Occidental 1939 (deg),1344,geographic 2D,6405,,4182,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4182 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61836405,Azores Central 1948 (deg),1301,geographic 2D,6405,,4183,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4183 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61846405,Azores Oriental 1940 (deg),1345,geographic 2D,6405,,4184,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4184 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61886405,OSNI 1952 (deg),2530,geographic 2D,6405,,4188,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4188 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61896405,REGVEN (deg),1251,geographic 2D,6405,,4189,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4189 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61896413,REGVEN (3D deg),1251,geographic 3D,6413,,4367,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4367 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61906405,POSGAR 98 (deg),1033,geographic 2D,6405,,4190,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4190 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61906413,POSGAR 98 (3D deg),1033,geographic 3D,6413,,4365,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4365 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+61916405,Albanian 1987 (deg),1025,geographic 2D,6405,,4191,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4191 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61926405,Douala 1948 (deg),1060,geographic 2D,6405,,4192,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4192 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61936405,Manoca 1962 (deg),1060,geographic 2D,6405,,4193,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4193 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61946405,Qornoq 1927 (deg),1107,geographic 2D,6405,,4194,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4194 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61956405,Scoresbysund 1952 (deg),2570,geographic 2D,6405,,4195,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4195 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61966405,Ammassalik 1958 (deg),2571,geographic 2D,6405,,4196,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4196 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61976405,Garoua (deg),2590,geographic 2D,6405,,4197,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4197 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61986405,Kousseri (deg),2591,geographic 2D,6405,,4198,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4198 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+61996405,Egypt 1930 (deg),1086,geographic 2D,6405,,4199,101,,,Scientific purposes only. Recommended coordinate axis representation for computer interchange.,See CRS code 4199 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62006405,Pulkovo 1995 (deg),1198,geographic 2D,6405,,4200,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4200 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62016405,Adindan (deg),1271,geographic 2D,6405,,4201,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4201 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62026405,AGD66 (deg),1279,geographic 2D,6405,,4202,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4202 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62036405,AGD84 (deg),2576,geographic 2D,6405,,4203,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4203 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/09/01,2003.290,0,1
+62046405,Ain el Abd (deg),1272,geographic 2D,6405,,4204,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4204 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62056405,Afgooye (deg),1214,geographic 2D,6405,,4205,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4205 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62066405,Agadez (deg),1177,geographic 2D,6405,,4206,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4206 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62076405,Lisbon (deg),1294,geographic 2D,6405,,4207,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4207 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62086405,Aratu (deg),1274,geographic 2D,6405,,4208,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4208 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62096405,Arc 1950 (deg),1276,geographic 2D,6405,,4209,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4209 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62106405,Arc 1960 (deg),1277,geographic 2D,6405,,4210,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4210 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62116405,Batavia (deg),1285,geographic 2D,6405,,4211,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4211 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62126405,Barbados 1938 (deg),1042,geographic 2D,6405,,4212,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4212 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62136405,Beduaram (deg),2771,geographic 2D,6405,,4213,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4213 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62146405,Beijing 1954 (deg),1067,geographic 2D,6405,,4214,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4214 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62156405,Belge 1950 (deg),1347,geographic 2D,6405,,4215,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4215 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62166405,Bermuda 1957 (deg),1047,geographic 2D,6405,,4216,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4216 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62186405,Bogota 1975 (deg),1070,geographic 2D,6405,,4218,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4218 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62196405,Bukit Rimpah (deg),1287,geographic 2D,6405,,4219,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4219 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62206405,Camacupa (deg),1288,geographic 2D,6405,,4220,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4220 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62216405,Campo Inchauspe (deg),1033,geographic 2D,6405,,4221,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4221 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62226405,Cape (deg),1290,geographic 2D,6405,,4222,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4222 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62236405,Carthage (deg),1236,geographic 2D,6405,,4223,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4223 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62246405,Chua (deg),1053,geographic 2D,6405,,4224,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4224 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62256405,Corrego Alegre (deg),1293,geographic 2D,6405,,4225,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4225 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62276405,Deir ez Zor (deg),1623,geographic 2D,6405,,4227,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4227 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62296405,Egypt 1907 (deg),1086,geographic 2D,6405,,4229,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4229 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62306405,ED50 (deg),1296,geographic 2D,6405,,4230,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4230 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62316405,ED87 (deg),1297,geographic 2D,6405,,4231,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4231 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62326405,Fahud (deg),1183,geographic 2D,6405,,4232,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4232 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62336405,Gandajika 1970 (deg),1152,geographic 2D,6405,,4233,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4233 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62366405,Hu Tzu Shan (deg),1228,geographic 2D,6405,,4236,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4236 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62376405,HD72 (deg),1119,geographic 2D,6405,,4237,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4237 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62386405,ID74 (deg),1122,geographic 2D,6405,,4238,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4238 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62396405,Indian 1954 (deg),1304,geographic 2D,6405,,4239,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4239 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62406405,Indian 1975 (deg),1231,geographic 2D,6405,,4240,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4240 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62416405,Jamaica 1875 (deg),1128,geographic 2D,6405,,4241,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4241 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62426405,JAD69 (deg),1128,geographic 2D,6405,,4242,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4242 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62436405,Kalianpur 1880 (deg),1307,geographic 2D,6405,,4243,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4243 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62446405,Kandawala (deg),1218,geographic 2D,6405,,4244,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4244 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62456405,Kertau (deg),1309,geographic 2D,6405,,4245,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4245 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62466405,KOC (deg),1136,geographic 2D,6405,,4246,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4246 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62476405,La Canoa (deg),1251,geographic 2D,6405,,4247,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4247 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62486405,PSAD56 (deg),1348,geographic 2D,6405,,4248,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4248 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62496405,Lake (deg),1312,geographic 2D,6405,,4249,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4249 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62506405,Leigon (deg),1104,geographic 2D,6405,,4250,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4250 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62516405,Liberia 1964 (deg),1142,geographic 2D,6405,,4251,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4251 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62526405,Lome (deg),1232,geographic 2D,6405,,4252,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4252 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62536405,Luzon 1911 (deg),1190,geographic 2D,6405,,4253,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4253 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62546405,Hito XVIII 1963 (deg),1303,geographic 2D,6405,,4254,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4254 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62556405,Herat North (deg),1024,geographic 2D,6405,,4255,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4255 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62566405,Mahe 1971 (deg),1208,geographic 2D,6405,,4256,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4256 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62576405,Makassar (deg),1316,geographic 2D,6405,,4257,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4257 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62586405,ETRS89 (deg),1298,geographic 2D,6405,,4258,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4258 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62586413,ETRS89 (3D deg),1298,geographic 3D,6413,,4345,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4345 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+62596405,Malongo 1987 (deg),1317,geographic 2D,6405,,4259,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4259 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62616405,Merchich (deg),1166,geographic 2D,6405,,4261,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4261 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62626405,Massawa (deg),1089,geographic 2D,6405,,4262,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4262 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62636405,Minna (deg),1178,geographic 2D,6405,,4263,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4263 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62646405,Mhast (deg),1318,geographic 2D,6405,,4264,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4264 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62656405,Monte Mario (deg),1127,geographic 2D,6405,,4265,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4265 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62666405,M'poraloko (deg),1100,geographic 2D,6405,,4266,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4266 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62676405,NAD27 (deg),1349,geographic 2D,6405,,4267,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4267 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62686405,NAD27 Michigan (deg),1391,geographic 2D,6405,,4268,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4268 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62696405,NAD83 (deg),1350,geographic 2D,6405,,4269,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4269 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62706405,Nahrwan 1967 (deg),1351,geographic 2D,6405,,4270,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4270 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62716405,Naparima 1972 (deg),1322,geographic 2D,6405,,4271,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4271 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62726405,NZGD49 (deg),1175,geographic 2D,6405,,4272,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4272 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62736405,NGO 1948 (deg),1352,geographic 2D,6405,,4273,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4273 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62746405,Datum 73 (deg),1294,geographic 2D,6405,,4274,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4274 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62756405,NTF (deg),1353,geographic 2D,6405,,4275,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4275 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62766405,NSWC 9Z-2 (deg),1262,geographic 2D,6405,,4276,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4276 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62776405,OSGB 1936 (deg),1264,geographic 2D,6405,,4277,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4277 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62786405,OSGB70 (deg),1264,geographic 2D,6405,,4278,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4278 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62796405,OS(SN)80 (deg),1354,geographic 2D,6405,,4279,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4279 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62806405,Padang (deg),1355,geographic 2D,6405,,4280,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4280 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62816405,Palestine 1923 (deg),1356,geographic 2D,6405,,4281,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4281 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62826405,Pointe Noire (deg),1072,geographic 2D,6405,,4282,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4282 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62836405,GDA94 (deg),1036,geographic 2D,6405,,4283,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4283 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62836413,GDA94 (3D deg),1036,geographic 3D,6413,,4347,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4347 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+62846405,Pulkovo 1942 (deg),1357,geographic 2D,6405,,4284,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4284 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62856405,Qatar 1974 (deg),1346,geographic 2D,6405,,4285,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4285 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62866405,Qatar 1948 (deg),1346,geographic 2D,6405,,4286,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4286 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62886405,Loma Quintana (deg),1313,geographic 2D,6405,,4288,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4288 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62896405,Amersfoort (deg),1275,geographic 2D,6405,,4289,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4289 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62926405,Sapper Hill 1943 (deg),1092,geographic 2D,6405,,4292,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4292 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62936405,Schwarzeck (deg),1169,geographic 2D,6405,,4293,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4293 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62956405,Serindung (deg),1360,geographic 2D,6405,,4295,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4295 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62976405,Tananarive (deg),1149,geographic 2D,6405,,4297,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4297 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62986405,Timbalai 1948 (deg),1362,geographic 2D,6405,,4298,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4298 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+62996405,TM65 (deg),1125,geographic 2D,6405,,4299,101,,,Basis for topographic mapping in Republic of Ireland between 1965 and 1975; for scientific purposes only in Northern Ireland. Recommended coordinate axis representation for computer interchange.,See CRS code 4299 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63006405,TM75 (deg),1305,geographic 2D,6405,,4300,101,,,Basis for topographic mapping. Recommended coordinate axis representation for computer interchange.,See CRS code 4300 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63016405,Tokyo (deg),1364,geographic 2D,6405,,4301,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4301 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63026405,Trinidad 1903 (deg),1322,geographic 2D,6405,,4302,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4302 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63036405,TC(1948) (deg),1363,geographic 2D,6405,,4303,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4303 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63046405,Voirol 1875 (deg),1365,geographic 2D,6405,,4304,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4304 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63066405,Bern 1938 (deg),1286,geographic 2D,6405,,4306,101,,,Used for the geographic coordinates overprinted on topographic maps constructed on the CH1903 / LV03 projected CS (code 21781).,See CRS code 4306 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63076405,Nord Sahara 1959 (deg),1366,geographic 2D,6405,,4307,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4307 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63086405,RT38 (deg),1225,geographic 2D,6405,,4308,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4308 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63096405,Yacare (deg),1247,geographic 2D,6405,,4309,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4309 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63106405,Yoff (deg),1207,geographic 2D,6405,,4310,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4310 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63116405,Zanderij (deg),1222,geographic 2D,6405,,4311,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4311 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63126405,MGI (deg),1321,geographic 2D,6405,,4312,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4312 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63136405,Belge 1972 (deg),1347,geographic 2D,6405,,4313,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4313 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63146405,DHDN (deg),1295,geographic 2D,6405,,4314,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4314 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63156405,Conakry 1905 (deg),1112,geographic 2D,6405,,4315,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4315 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63166405,Dealul Piscului 1933 (deg),1197,geographic 2D,6405,,4316,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4316 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63176405,Dealul Piscului 1970 (deg),1197,geographic 2D,6405,,4317,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4317 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63186405,NGN (deg),1136,geographic 2D,6405,,4318,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4318 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63196405,KUDAMS (deg),1310,geographic 2D,6405,,4319,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4319 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63226405,WGS 72 (deg),1262,geographic 2D,6405,,4322,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4322 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63246405,WGS 72BE (deg),1262,geographic 2D,6405,,4324,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4324 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266405,WGS 84 (deg),1262,geographic 2D,6405,,4326,101,,,Used by the GPS satellite navigation system. Recommended coordinate axis representation for computer interchange.,See CRS code 4326 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266406,WGS 84 (degH),1262,geographic 2D,6406,,4326,102,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266407,WGS 84 (Hdeg),1262,geographic 2D,6407,,4326,103,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266408,WGS 84 (DM),1262,geographic 2D,6408,,4326,104,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266409,WGS 84 (DMH),1262,geographic 2D,6409,,4326,105,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266410,WGS 84 (HDM),1262,geographic 2D,6410,,4326,106,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266411,WGS 84 (DMS),1262,geographic 2D,6411,,4326,107,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266412,WGS 84 (HDMS),1262,geographic 2D,6412,,4326,108,,,"An alternative representation of the axis units for geogCRS code 4326, WGS 84.",See CRS code 4326 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266413,WGS 84 (3D deg),1262,geographic 3D,6413,,4329,101,,,Used by the GPS satellite navigation system. Recommended coordinate axis representation for computer interchange.,See CRS code 4329 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266414,WGS 84 (3D degH),1262,geographic 3D,6414,,4329,102,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266415,WGS 84 (3D Hdeg),1262,geographic 3D,6415,,4329,103,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266416,WGS 84 (3D DM),1262,geographic 3D,6416,,4329,104,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266417,WGS 84 (3D DMH),1262,geographic 3D,6417,,4329,105,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266418,WGS 84 (3D HDM),1262,geographic 3D,6418,,4329,106,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266419,WGS 84 (3D DMS),1262,geographic 3D,6419,,4329,107,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+63266420,WGS 84 (3D HDMS),1262,geographic 3D,6420,,4329,108,,,"An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).",See CRS code 4329 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66006405,Anguilla 1957 (deg),1030,geographic 2D,6405,,4600,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4600 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66016405,Antigua 1943 (deg),1273,geographic 2D,6405,,4601,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4601 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66026405,Dominica 1945 (deg),1082,geographic 2D,6405,,4602,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4602 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66036405,Grenada 1953 (deg),1551,geographic 2D,6405,,4603,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4603 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66046405,Montserrat 1958 (deg),1165,geographic 2D,6405,,4604,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4604 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66056405,St. Kitts 1955 (deg),1200,geographic 2D,6405,,4605,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4605 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66066405,St. Lucia 1955 (deg),1201,geographic 2D,6405,,4606,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4606 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66076405,St. Vincent 1945 (deg),1202,geographic 2D,6405,,4607,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4607 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66086405,NAD27(76) (deg),1367,geographic 2D,6405,,4608,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4608 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66096405,NAD27(CGQ77) (deg),1368,geographic 2D,6405,,4609,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4609 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66106405,Xian 1980 (deg),1067,geographic 2D,6405,,4610,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4610 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66116405,Hong Kong 1980 (deg),1118,geographic 2D,6405,,4611,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4611 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66126405,JGD2000 (deg),1129,geographic 2D,6405,,4612,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4612 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66126413,JGD2000 (3D deg),1129,geographic 3D,6413,,4353,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4353 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+66136405,Segara (deg),1360,geographic 2D,6405,,4613,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4613 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66146405,QND95 (deg),1346,geographic 2D,6405,,4614,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4614 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66156405,Porto Santo (deg),1314,geographic 2D,6405,,4615,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4615 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66166405,Selvagem Grande (deg),2779,geographic 2D,6405,,4616,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4616 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66186405,SAD69 (deg),1358,geographic 2D,6405,,4618,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4618 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66196405,SWEREF99 (deg),1225,geographic 2D,6405,,4619,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4619 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66196413,SWEREF99 (3D deg),1225,geographic 3D,6413,,4377,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4377 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+66206405,Point 58 (deg),2790,geographic 2D,6405,,4620,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4620 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+66216405,Fort Marigot (deg),2828,geographic 2D,6405,,4621,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4621 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66226405,Sainte Anne (deg),2829,geographic 2D,6405,,4622,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4622 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66236405,CSG67 (deg),1097,geographic 2D,6405,,4623,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4623 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66246405,RGFG95 (deg),1097,geographic 2D,6405,,4624,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4624 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66246413,RGFG95 (3D deg),1097,geographic 3D,6413,,4371,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4371 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+66256405,Fort Desaix (deg),1156,geographic 2D,6405,,4625,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4625 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66266405,Piton des Neiges (deg),1196,geographic 2D,6405,,4626,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4626 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66276405,RGR92 (deg),1196,geographic 2D,6405,,4627,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4627 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66276413,RGR92 (3D deg),1196,geographic 3D,6413,,4373,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4373 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/12/07,,0,1
+66286405,Tahiti (deg),2811,geographic 2D,6405,,4628,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4628 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66296405,Tahaa (deg),2812,geographic 2D,6405,,4629,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4629 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66306405,IGN72 Nuku Hiva (deg),2810,geographic 2D,6405,,4630,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4630 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66316405,K0 1949 (deg),2816,geographic 2D,6405,,4631,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4631 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66326405,Combani 1950 (deg),1159,geographic 2D,6405,,4632,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4632 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66336405,IGN56 Lifou (deg),2814,geographic 2D,6405,,4633,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4633 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66346405,IGN72 Grande Terre (deg),2822,geographic 2D,6405,,4662,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4634 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/09/30,2003.240,0,1
+66356405,ST87 Ouvea (deg),2813,geographic 2D,6405,,4635,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4635 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66366405,Petrels 1972 (deg),2817,geographic 2D,6405,,4636,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4636 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66376405,Perroud 1950 (deg),2818,geographic 2D,6405,,4637,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4637 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66386405,Saint Pierre et Miquelon 1950 (deg),1220,geographic 2D,6405,,4638,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4638 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66396405,MOP78 (deg),2815,geographic 2D,6405,,4639,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4639 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66406405,RRAF 1991 (deg),2824,geographic 2D,6405,,4640,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4655 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66406413,RRAF 1991 (3D deg),2824,geographic 3D,6413,,4383,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4383 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66416405,IGN53 Mare (deg),2819,geographic 2D,6405,,4641,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4650 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66426405,ST84 Ile des Pins (deg),2820,geographic 2D,6405,,4642,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4651 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66436405,ST71 Belep (deg),2821,geographic 2D,6405,,4643,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4652 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66446405,NEA74 Noumea (deg),2823,geographic 2D,6405,,4644,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4653 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66456405,RGNC 1991 (deg),1174,geographic 2D,6405,,4645,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4654 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66456413,RGNC 1991 (3D deg),1174,geographic 3D,6413,,4381,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4381 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66466405,Grand Comoros (deg),1071,geographic 2D,6405,,4646,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4640 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/29,,0,1
+66576405,Reykjavik 1900 (deg),1120,geographic 2D,6405,,4657,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4657 for recommended coordinate axis representation for the human interface. See ellipsoid remarks.,OGP,OGP,2003/06/27,,0,1
+66586405,Hjorsey 1955 (deg),1120,geographic 2D,6405,,4658,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4658 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/06/27,,0,1
+66596405,ISN93 (deg),1120,geographic 2D,6405,,4659,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4659 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/06/27,,0,1
+66596413,ISN93 (3D deg),1120,geographic 3D,6401,,4386,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4386 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/06/27,,0,1
+66606405,Helle 1954 (deg),2869,geographic 2D,6405,,4660,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4660 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/06/27,,0,1
+66616405,LKS92 (deg),1139,geographic 2D,6405,,4661,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4126 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/06/27,,0,1
+66616413,LKS92 (3D deg),1139,geographic 3D,6413,,4388,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4355 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/06/27,,0,1
+66636405,Porto Santo 1995 (deg),1314,geographic 2D,6405,,4663,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4663 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/08/14,,0,1
+66646405,Azores Oriental 1995 (deg),1345,geographic 2D,6405,,4664,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4664 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/08/14,,0,1
+66656405,Azores Central 1995 (deg),1301,geographic 2D,6405,,4665,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4665 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/08/14,,0,1
+66666405,Lisbon 1890 (deg),1294,geographic 2D,6405,,4666,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4666 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/08/14,,0,1
+66676405,IKBD-92 (deg),2876,geographic 2D,6405,,4667,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4667 for recommended coordinate axis representation for the human interface.,OGP,OGP,2003/09/01,,0,1
+68016405,Bern 1898 (Bern) (deg),1286,geographic 2D,6405,,4801,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4801 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68026405,Bogota 1975 (Bogota) (deg),1070,geographic 2D,6405,,4802,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4802 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68036405,Lisbon (Lisbon) (deg),1294,geographic 2D,6405,,4803,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4803 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68046405,Makassar (Jakarta) (deg),1316,geographic 2D,6405,,4804,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4804 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68056405,MGI (Ferro) (deg),1321,geographic 2D,6405,,4805,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4805 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68066405,Monte Mario (Rome) (deg),1127,geographic 2D,6405,,4806,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4806 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68086405,Padang (Jakarta) (deg),1355,geographic 2D,6405,,4808,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4808 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68096405,Belge 1950 (Brussels) (deg),1347,geographic 2D,6405,,4809,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4809 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68136405,Batavia (Jakarta) (deg),1285,geographic 2D,6405,,4813,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4813 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68146405,RT38 (Stockholm) (deg),1225,geographic 2D,6405,,4814,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4814 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68156405,Greek (Athens) (deg),1106,geographic 2D,6405,,4815,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4815 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68186405,S-JTSK (Ferro) (deg),1306,geographic 2D,6405,,4818,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4818 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+68206405,Segara (Jakarta) (deg),1285,geographic 2D,6405,,4820,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4820 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
+69036405,Madrid 1870 (Madrid) (deg),1217,geographic 2D,6405,,4903,101,,,Geodetic survey. Recommended coordinate axis representation for computer interchange.,See CRS code 4903 for recommended coordinate axis representation for the human interface.,OGP,OGP,2002/11/22,,0,1
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_system.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_system.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/coordinate_system.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,98 +1,108 @@
coord_sys_code,coord_sys_name,coord_sys_type,dimension,remarks,information_source,data_source,revision_date,change_id,deprecated
-4400,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4401,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: chBnB.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4402,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: chSe.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4403,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ftCla.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4404,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ftGC.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4405,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ftSe.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4406,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: km.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4407,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: lkCla.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4408,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ydInd.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4409,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ydSe.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4410,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: chSe(T).",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2006-07-24,,0
-4462,"Cartesian 2D CS for north polar azimuthal lonO 90 deg E. Axes: X,Y. Orientations: X along 180 deg, Y along 90 deg West meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2007-01-20,,0
-4463,"Cartesian 2D CS for north polar azimuthal lonO 10 deg E. Axes: X,Y. Orientations: X along 100 deg East, Y along 170 deg West meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2007-01-20,,0
-4464,"Cartesian 2D CS for north polar azimuthal lonO 180 deg. Axes: X,Y. Orientations: X along 90 deg West, Y along 0 deg meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2007-01-20,,0
-4465,"Cartesian 2D CS for north polar azimuthal lonO 40 deg W. Axes: X,Y. Orientations: X along 50 deg East, Y along 140 deg East meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2007-01-20,,0
-4466,"Cartesian 2D CS for north polar azimuthal lonO 100 deg W. Axes: X,Y. Orientations: X along 10 deg West, Y along 80 deg East meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2007-01-20,,0
-4467,"Cartesian 2D CS for north polar azimuthal lonO 150 deg W. Axes: X,Y. Orientations: X along 60 deg West, Y along 30 deg East meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2006-09-22,,0
-4468,"Cartesian 2D CS for north polar azimuthal lonO 45 deg W. Axes: X,Y. Orientations: X along 45 deg East, Y along 135 deg East meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2006-09-22,,0
-4469,"Cartesian 2D CS for north polar azimuthal lonO 0 deg. Axes: X,Y. Orientations: X along 90 deg East, Y along 180 deg meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2006-09-22,,0
-4470,"Cartesian 2D CS for south polar azimuthal lonO 0 deg. Axes: X,Y. Orientations: X along 90 deg East, Y along 0 deg meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2006-09-22,,0
-4471,"Cartesian 2D CS for south polar azimuthal lonO 165 deg W. Axes: E,N. Orientations: E along 75 deg West, N along 165 deg West meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4472,"Cartesian 2D CS for south polar azimuthal lonO 150 deg W. Axes: E,N. Orientations: E along 60 deg West, N along 150 deg West meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4473,"Cartesian 2D CS for south polar azimuthal lonO 135 deg W. Axes: E,N. Orientations: E along 45 deg West, N along 135 deg West meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4474,"Cartesian 2D CS for south polar azimuthal lonO 105 deg W. Axes: E,N. Orientations: E along 15 deg West, N along 105 deg West meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4475,"Cartesian 2D CS for south polar azimuthal lonO 90 deg W. Axes: E,N. Orientations: E along 0 deg, N along 90 deg West meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4476,"Cartesian 2D CS for south polar azimuthal lonO 75 deg W. Axes: E,N. Orientations: E along 15 deg East, N along 75 deg West meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4477,"Cartesian 2D CS for south polar azimuthal lonO 45 deg W. Axes: E,N. Orientations: E along 45 deg East, N along 45 deg West meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4478,"Cartesian 2D CS for south polar azimuthal lonO 30 deg W. Axes: E,N. Orientations: E along 60 deg East, N along 30 deg West meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4479,"Cartesian 2D CS for south polar azimuthal lonO 15 deg W. Axes: E,N. Orientations: E along 75 deg East, N along 15 deg West meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4480,"Cartesian 2D CS for south polar azimuthal lonO 15 deg E. Axes: E,N. Orientations: E along 105 deg East, N along 15 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4481,"Cartesian 2D CS for south polar azimuthal lonO 30 deg E. Axes: E,N. Orientations: E along 120 deg East, N along 30 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4482,"Cartesian 2D CS for south polar azimuthal lonO 45 deg E. Axes: E,N. Orientations: E along 135 deg East, N along 45 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4483,"Cartesian 2D CS for south polar azimuthal lonO 75 deg E. Axes: E,N. Orientations: E along 165 deg East, N along 75 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4484,"Cartesian 2D CS for south polar azimuthal lonO 90 deg E. Axes: E,N. Orientations: E along 180 deg, N along 90 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4485,"Cartesian 2D CS for south polar azimuthal lonO 105 deg E. Axes: E,N. Orientations: E along 165 deg West, N along 105 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4486,"Cartesian 2D CS for south polar azimuthal lonO 135 deg E. Axes: E,N. Orientations: E along 135 deg West, N along 135 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4487,"Cartesian 2D CS for south polar azimuthal lonO 150 deg E. Axes: E,N. Orientations: E along 120 deg West, N along 150 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4488,"Cartesian 2D CS for south polar azimuthal lonO 165 deg E. Axes: E,N. Orientations: E along 105 deg West, N along 165 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2005-04-14,,0
-4489,"Cartesian 2D CS for south polar azimuthal lonO 70 deg E. Axes: E,N. Orientations: E along 160 deg East, N along 70 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2003-09-22,,0
-4490,"Cartesian 2D CS for south polar azimuthal lonO 0 deg. Axes: E,N. Orientations: E along 90 deg East, N along 0 deg meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2003-09-22,,0
-4491,"Cartesian 2D CS. Axes: westing, northing (W,N). Orientations: west, north. UoM: m.",Cartesian,2,Used in old Danish coordinate reference systems.,Landmaelingar Islands (National Land Survey of Iceland).,EPSG,2001-04-29,,0
-4492,"Cartesian 2D CS for south polar azimuthal lonO 140 deg E. Axes: X,Y. Orientations: X along 130 deg West, Y along 140 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,EPSG,EPSG,2002-11-29,,0
-4493,"Cartesian 2D CS for UPS north. Axes: N,E. Orientations: N along 0 then180 deg meridians, E along 90 deg East meridian. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,DMA TM8358.2,EPSG,2002-12-23,,0
-4494,"Cartesian 2D CS for UPS south. Axes: N,E. Orientations: N along 0 deg, E along 90 deg East meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,DMA TM8358.2,EPSG,2002-12-23,,0
-4495,"Cartesian 2D CS. Axes: easting, northing (X,Y). Orientations: east, north. UoM: ft.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-11-06,,0
-4496,"Cartesian 2D CS. Axes: easting, northing [E(X),N(Y)]. Orientations: east, north. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4497,"Cartesian 2D CS. Axes: easting, northing (X,Y). Orientations: east, north. UoM: ftUS.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4498,"Cartesian 2D CS. Axes: easting, northing (Y,X). Orientations: east, north. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4499,"Cartesian 2D CS. Axes: easting, northing (X,Y). Orientations: east, north. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4500,"Cartesian 2D CS. Axes: northing, easting (N,E). Orientations: north, east. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4501,"Cartesian 2D CS. Axes: northing, westing (N,E). Orientations: north, west. UoM: m.",Cartesian,2,Used in Danish projected coordinate reference systems. Note that second axis has abbreviation E but is positive west.,EPSG,EPSG,2002-01-26,,0
-4502,"Cartesian 2D CS. Axes: northing, easting (N,E). Orientations: north, east. UoM: ftCla.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2006-09-25,,0
-4530,"Cartesian 2D CS. Axes: northing, easting (X,Y). Orientations: north, east. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4531,"Cartesian 2D CS. Axes: northing, easting (x,y). Orientations: north, east. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4532,"Cartesian 2D CS. Axes: northing, easting (Y,X). Orientations: north, east. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-4533,"Cartesian 2D CS. Axes: northing, easting (X,Y). Orientations: north, east. UoM: lk.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2006-07-19,,0
-4534,"Cartesian 2D CS. Axes: northing, easting (no abbrev). Orientations: north, east. UoM: m.",Cartesian,2,Used in projected coordinate reference systems for nautical charting.,OGP,OGP,2006-07-30,,0
-6401,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DMSH, DMSH, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems. Preferred axis unit format for human interface.,EPSG,EPSG,2002-11-18,2002.85,1
-6402,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DMSH.",ellipsoidal,2,Used in geographic 2D coordinate reference systems. Preferred axis unit format for human interface.,EPSG,EPSG,2002-11-18,2002.85,1
-6403,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: grads.",ellipsoidal,2,Used in geographic 2D coordinate reference systems.,EPSG,EPSG,2002-11-18,2002.85,0
-6404,"Spherical 3D CS. Axes: latitude, longitude, radius. Orientations: north, east, up. UoM: degrees, degrees, metres.",spherical,3,Used in geocentric 3D coordinate reference systems.,Open GIS Consortium,EPSG,2004-01-06,2002.30 2003.39,0
-6405,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: dec deg",ellipsoidal,2,Used for computer interchange of geographic 2D coordinate reference systems.,EPSG,EPSG,2002-11-22,,1
-6406,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: degH",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6407,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: Hdeg",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6408,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DM",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6409,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DMH",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6410,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: HDM",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6411,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DMS",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6412,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: HDMS",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6413,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: dec deg, dec deg, m.",ellipsoidal,3,Used for computer interchange of geographic 3D coordinate reference systems.,EPSG,EPSG,2002-11-22,,1
-6414,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: degH, degH, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6415,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: Hdeg, Hdeg, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6416,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DM, DM, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6417,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DMH, DMH, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6418,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: HDM, HDM, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6419,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DMS, DMS, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6420,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: HDMS, HDMS, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,EPSG,EPSG,2002-11-22,,1
-6421,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: grads, grads, metres.",ellipsoidal,3,Used in geographic 3D coordinate reference systems.,EPSG,EPSG,2002-11-22,,0
-6422,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: deg",ellipsoidal,2,"Coordinates referenced to this CS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user by the supplier of data. Used in geographic 2D coordinate reference systems.",EPSG,EPSG,2004-01-05,,0
-6423,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: deg, deg, m.",ellipsoidal,3,"Horizontal coordinates referenced to this CS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user. Used in geographic 3D coordinate reference systems.",EPSG,EPSG,2004-01-05,,0
-6496,Vertical CS. Axis: height (H). Orientation: up. UoM: ft(Br36).,vertical,1,Used in vertical coordinate reference systems.,EPSG,EPSG,2006-11-28,,0
-6497,Vertical CS. Axis: height (H). Orientation: up. UoM: ftUS.,vertical,1,Used in vertical coordinate reference systems.,EPSG,EPSG,2006-11-28,,0
-6498,Vertical CS. Axis: depth (D). Orientation: down. UoM: m.,vertical,1,Used in vertical coordinate reference systems.,EPSG,EPSG,2006-11-28,,0
-6499,Vertical CS. Axis: height (H). Orientation: up. UoM: m.,vertical,1,Used in vertical coordinate reference systems.,EPSG,EPSG,2006-11-28,,0
-6500,"Earth centred, earth fixed, righthanded 3D coordinate system, consisting of 3 orthogonal axes with X and Y axes in the equatorial plane, positive Z-axis parallel to mean earth rotation axis and pointing towards North Pole. UoM: m.",Cartesian,3,"Cartesian 3D CS, used in geocentric coordinate reference systems.",EPSG,EPSG,2001-01-19,,0
-6501,"Cartesian 2D CS. Axes: southing, westing (X,Y). Orientations: south, west. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-6502,"Cartesian 2D CS. Axes: westing, southing (Y,X). Orientations: west, south. UoM: GLM.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-6503,"Cartesian 2D CS. Axes: westing, southing (Y,X). Orientations: west, south. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,EPSG,EPSG,2001-04-29,,0
-6504,"Cartesian 2D CS. Axes: plant N, Plant E (n,e). Orientations: northwest, northeast. UoM: m.",Cartesian,2,Used in engineering coordinate reference systems.,EPSG,EPSG,2001-01-19,,0
-6505,"Cartesian 2D CS. Axes: 1st local axis, 2nd local axis (n,e). Orientations: northwest, northeast. UoM: m.",Cartesian,2,Used in engineering coordinate reference systems.,EPSG,EPSG,2001-01-19,,0
-6506,"Cartesian 2D CS. Axes: 1st local axis, 2nd local axis (I,J). Orientations: ese/nne. UoM: 165 x 330 ftUS.",Cartesian,2,Used in engineering coordinate reference systems for seismic bin grids.,EPSG,EPSG,2001-01-19,,0
-6507,"Cartesian 2D CS. Axes: 1st local axis, 2nd local axis (X,Y). Orientations: north, west. UoM: m.",Cartesian,2,Used in engineering coordinate reference systems.,EPSG,EPSG,2001-01-19,,0
-6508,"Cartesian 2D CS. Axes: bin grid J, bin grid I (J,I). Orientations: nne/ese. UoM: 12.5 x 25m.",Cartesian,2,Used in engineering coordinate reference systems for seismic bin grids.,EPSG,EPSG,2001-01-19,,0
-6509,"Cartesian 2D CS. Axes: southing, westing (P,M). Orientations: south, west. UoM: m.",Cartesian,2,Used in old projected coordinate reference systems in Portugal.,EPSG,EPSG,2002-07-13,,0
-6510,"Cartesian 2D CS. Axes: plant E, Plant N (x,y). Orientations: northeast, northwest. UoM: m.",Cartesian,2,Used in engineering coordinate reference systems.,EPSG,EPSG,2005-05-18,,0
-6511,"Seismic acquisition bin grid. Axes: Inline, Crossline (I,J). Orientations: Along rx line, across rx line. UoM: 25m x 12.5m.",Cartesian,2,"Bin grid increment on I axis = 1 bin, bin grid increment on J axis = 1 bin.
-By definition, I axis is rotated 90 degrees clockwise from J axis.",EPSG,EPSG,2005-09-09,,0
+4400,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4401,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: chBnB.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4402,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: chSe.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4403,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ftCla.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4404,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ftGC.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4405,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ftSe.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4406,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: km.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4407,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: lkCla.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4408,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ydInd.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4409,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ydSe.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4410,"Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: chSe(T).",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2006/07/24,,0
+4461,"Cartesian 3D CS (ellipsoid-based Topocentric). Axes: easting, northing, topocentric height (U,V,W). Orientations: east, north, up. UoM: m.",Cartesian,3,"U = tangent to ellipsoidal surface at topocentric origin, positive east; V = tangent to ellipsoid surface at topocentric origin, positive north; and W = orthogonal to ellipsoidal surface passing through topocentric origin and positive up.",OGP,OGP,2007/11/01,,0
+4462,"Cartesian 2D CS for north polar azimuthal lonO 90°E. Axes: X,Y. Orientations: X along 180°W, Y along 90°W meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4463,"Cartesian 2D CS for north polar azimuthal lonO 10°E. Axes: X,Y. Orientations: X along 100°E, Y along 170°W meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4464,"Cartesian 2D CS for north polar azimuthal lonO 180°E. Axes: X,Y. Orientations: X along 90°W, Y along 0°E meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4465,"Cartesian 2D CS for north polar azimuthal lonO 40°W. Axes: X,Y. Orientations: X along 50°E, Y along 140°E meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4466,"Cartesian 2D CS for north polar azimuthal lonO 100°W. Axes: X,Y. Orientations: X along 10°W, Y along 80°E meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4467,"Cartesian 2D CS for north polar azimuthal lonO 150°W. Axes: X,Y. Orientations: X along 60°W, Y along 30°E meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4468,"Cartesian 2D CS for north polar azimuthal lonO 45°W. Axes: X,Y. Orientations: X along 45°E, Y along 135°E meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4469,"Cartesian 2D CS for north polar azimuthal lonO 0°E. Axes: X,Y. Orientations: X along 90°E, Y along 180°E meridians. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4470,"Cartesian 2D CS for south polar azimuthal lonO 0°E. Axes: X,Y. Orientations: X along 90°E, Y along 0°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4471,"Cartesian 2D CS for south polar azimuthal lonO 165°W. Axes: E,N. Orientations: E along 75°W, N along 165°W meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4472,"Cartesian 2D CS for south polar azimuthal lonO 150°W. Axes: E,N. Orientations: E along 60°W, N along 150°W meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4473,"Cartesian 2D CS for south polar azimuthal lonO 135 deg W. Axes: E,N. Orientations: E along 45°W, N along 135°W meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4474,"Cartesian 2D CS for south polar azimuthal lonO 105°W. Axes: E,N. Orientations: E along 15°W, N along 105°W meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4475,"Cartesian 2D CS for south polar azimuthal lonO 90°W. Axes: E,N. Orientations: E along 0°E, N along 90°W meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4476,"Cartesian 2D CS for south polar azimuthal lonO 75°W. Axes: E,N. Orientations: E along 15°E, N along 75°W meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4477,"Cartesian 2D CS for south polar azimuthal lonO 45°W. Axes: E,N. Orientations: E along 45°E, N along 45°W meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4478,"Cartesian 2D CS for south polar azimuthal lonO 30°W. Axes: E,N. Orientations: E along 60°E, N along 30°W meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4479,"Cartesian 2D CS for south polar azimuthal lonO 15°W. Axes: E,N. Orientations: E along 75°E, N along 15°W meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4480,"Cartesian 2D CS for south polar azimuthal lonO 15°E. Axes: E,N. Orientations: E along 105°E, N along 15°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4481,"Cartesian 2D CS for south polar azimuthal lonO 30°E. Axes: E,N. Orientations: E along 120°E, N along 30°Emeridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4482,"Cartesian 2D CS for south polar azimuthal lonO 45°E. Axes: E,N. Orientations: E along 135°E, N along 45°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4483,"Cartesian 2D CS for south polar azimuthal lonO 75°E. Axes: E,N. Orientations: E along 165°E, N along 75°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4484,"Cartesian 2D CS for south polar azimuthal lonO 90°E. Axes: E,N. Orientations: E along 180°E, N along 90°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4485,"Cartesian 2D CS for south polar azimuthal lonO 105°E. Axes: E,N. Orientations: E along 165°W, N along 105°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4486,"Cartesian 2D CS for south polar azimuthal lonO 135°E. Axes: E,N. Orientations: E along 135°W, N along 135°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4487,"Cartesian 2D CS for south polar azimuthal lonO 150°E. Axes: E,N. Orientations: E along 120°W, N along 150°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4488,"Cartesian 2D CS for south polar azimuthal lonO 165°E. Axes: E,N. Orientations: E along 105°W, N along 165°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4489,"Cartesian 2D CS for south polar azimuthal lonO 70°E. Axes: E,N. Orientations: E along 160°E, N along 70°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4490,"Cartesian 2D CS for south polar azimuthal lonO 0°E. Axes: E,N. Orientations: E along 90°E, N along 0°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4491,"Cartesian 2D CS. Axes: westing, northing (W,N). Orientations: west, north. UoM: m.",Cartesian,2,Used in old Danish coordinate reference systems.,Landmaelingar Islands (National Land Survey of Iceland).,OGP,2001/04/29,,0
+4492,"Cartesian 2D CS for south polar azimuthal lonO 140°E. Axes: X,Y. Orientations: X along 130°W, Y along 140°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,OGP,OGP,2008/06/23,2008.045,0
+4493,"Cartesian 2D CS for UPS north. Axes: N,E. Orientations: N along 0° then 180° meridians, E along 90°E meridian. UoM: m.",Cartesian,2,Used for North Pole tangential and secant projections.,DMA TM8358.2,OGP,2008/06/23,2008.045,0
+4494,"Cartesian 2D CS for UPS south. Axes: N,E. Orientations: N along 0°E, E along 90°E meridians. UoM: m.",Cartesian,2,Used for South Pole tangential and secant projections.,DMA TM8358.2,OGP,2008/06/23,2008.045,0
+4495,"Cartesian 2D CS. Axes: easting, northing (X,Y). Orientations: east, north. UoM: ft.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/11/06,,0
+4496,"Cartesian 2D CS. Axes: easting, northing [E(X),N(Y)]. Orientations: east, north. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4497,"Cartesian 2D CS. Axes: easting, northing (X,Y). Orientations: east, north. UoM: ftUS.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4498,"Cartesian 2D CS. Axes: easting, northing (Y,X). Orientations: east, north. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4499,"Cartesian 2D CS. Axes: easting, northing (X,Y). Orientations: east, north. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4500,"Cartesian 2D CS. Axes: northing, easting (N,E). Orientations: north, east. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4501,"Cartesian 2D CS. Axes: northing, westing (N,E). Orientations: north, west. UoM: m.",Cartesian,2,Used in Danish projected coordinate reference systems. Note that second axis has abbreviation E but is positive west.,OGP,OGP,2002/01/26,,0
+4502,"Cartesian 2D CS. Axes: northing, easting (N,E). Orientations: north, east. UoM: ftCla.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2006/09/25,,0
+4530,"Cartesian 2D CS. Axes: northing, easting (X,Y). Orientations: north, east. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4531,"Cartesian 2D CS. Axes: northing, easting (x,y). Orientations: north, east. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4532,"Cartesian 2D CS. Axes: northing, easting (Y,X). Orientations: north, east. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+4533,"Cartesian 2D CS. Axes: northing, easting (X,Y). Orientations: north, east. UoM: lk.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2006/07/19,,0
+4534,"Cartesian 2D CS. Axes: northing, easting (no abbrev). Orientations: north, east. UoM: m.",Cartesian,2,Used in projected coordinate reference systems for nautical charting.,OGP,OGP,2006/07/30,,0
+6401,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DMSH, DMSH, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems. Preferred axis unit format for human interface.,OGP,OGP,2002/11/18,2002.850,1
+6402,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DMSH.",ellipsoidal,2,Used in geographic 2D coordinate reference systems. Preferred axis unit format for human interface.,OGP,OGP,2002/11/18,2002.850,1
+6403,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: grads.",ellipsoidal,2,Used in geographic 2D coordinate reference systems.,OGP,OGP,2002/11/18,2002.850,0
+6404,"Spherical 3D CS. Axes: latitude, longitude, radius. Orientations: north, east, up. UoM: degrees, degrees, metres.",spherical,3,Used in geocentric 3D coordinate reference systems.,Open GIS Consortium,OGP,2004/01/06,2002.300 2003.390,0
+6405,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: dec deg",ellipsoidal,2,Used for computer interchange of geographic 2D coordinate reference systems.,OGP,OGP,2002/11/22,,1
+6406,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: degH",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6407,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: Hdeg",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6408,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DM",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6409,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DMH",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6410,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: HDM",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6411,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DMS",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6412,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: HDMS",ellipsoidal,2,Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6413,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: dec deg, dec deg, m.",ellipsoidal,3,Used for computer interchange of geographic 3D coordinate reference systems.,OGP,OGP,2002/11/22,,1
+6414,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: degH, degH, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6415,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: Hdeg, Hdeg, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6416,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DM, DM, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6417,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DMH, DMH, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6418,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: HDM, HDM, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6419,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DMS, DMS, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6420,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: HDMS, HDMS, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.,OGP,OGP,2002/11/22,,1
+6421,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: grads, grads, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems.,OGP,OGP,2002/11/22,,0
+6422,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: degree",ellipsoidal,2,"Coordinates referenced to this CS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user by the supplier of data. Used in geographic 2D coordinate reference systems.",OGP,OGP,2008/06/23,2008.045,0
+6423,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: degree, degree, metre.",ellipsoidal,3,"Horizontal coordinates referenced to this CS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user. Used in geographic 3D coordinate reference systems.",OGP,OGP,2008/06/23,2008.045,0
+6424,"Ellipsoidal 2D CS. Axes: longitude, latitude. Orientations: east, north. UoM: degree",ellipsoidal,2,"Used in geog2D CRSs for some web mapping: CS code 6422 recommended. Coordinates referenced to this CS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user by the supplier of data.",OGP,OGP,2008/06/23,2008.045,0
+6425,"Ellipsoidal 2D CS. Axes: longitude, latitude. Orientations: east, north. UoM: grads.",ellipsoidal,2,Used in geographic 2D coordinate reference systems for web mapping. Not recommended for use at the human interface: use of CS code 6403 is preferred.,OGP,OGP,2008/03/26,,0
+6426,"Ellipsoidal 3D CS. Axes: longitude, latitude, ellipsoidal height. Orientations: east, north, up. UoM: degree, degree, metre.",ellipsoidal,3,"Used in some geographic 3D CRSs for web mapping. CS code 6423 recommended instead. Horizontal coordinates referenced to this CS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user.",OGP,OGP,2008/06/23,2008.045,0
+6427,"Ellipsoidal 3D CS. Axes: longitude, latitude, ellipsoidal height. Orientations: east, north, up. UoM: grads, grads, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems for web mapping. Not recommended for use at the human interface: use of CS code 6421 is preferred.,OGP,OGP,2008/03/26,,0
+6428,"Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: rad",ellipsoidal,2,Used in geographic 2D coordinate reference systems.,OGP,OGP,2008/03/26,,0
+6429,"Ellipsoidal 2D CS. Axes: longitude, latitude. Orientations: east, north. UoM: rad",ellipsoidal,2,Used in geographic 2D coordinate reference systems for web mapping. Not recommended for use at the human interface: use of CS code 6428 is preferred.,OGP,OGP,2008/03/26,,0
+6430,"Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: rad, rad, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems.,OGP,OGP,2008/03/26,,0
+6431,"Ellipsoidal 3D CS. Axes: longitude, latitude, ellipsoidal height. Orientations: east, north, up. UoM: rad, rad, m.",ellipsoidal,3,Used in geographic 3D coordinate reference systems for web mapping. Not recommended for use at the human interface: use of CS code 6430 is preferred.,OGP,OGP,2008/03/26,,0
+6495,Vertical CS. Axis: depth (D). Orientation: down. UoM: ft.,vertical,1,Used in vertical coordinate reference systems.,OGP,OGP,2008/03/14,,0
+6496,Vertical CS. Axis: height (H). Orientation: up. UoM: ft(Br36).,vertical,1,Used in vertical coordinate reference systems.,OGP,OGP,2006/11/28,,0
+6497,Vertical CS. Axis: height (H). Orientation: up. UoM: ftUS.,vertical,1,Used in vertical coordinate reference systems.,OGP,OGP,2006/11/28,,0
+6498,Vertical CS. Axis: depth (D). Orientation: down. UoM: m.,vertical,1,Used in vertical coordinate reference systems.,OGP,OGP,2006/11/28,,0
+6499,Vertical CS. Axis: height (H). Orientation: up. UoM: m.,vertical,1,Used in vertical coordinate reference systems.,OGP,OGP,2006/11/28,,0
+6500,"Earth centred, earth fixed, righthanded 3D coordinate system, consisting of 3 orthogonal axes with X and Y axes in the equatorial plane, positive Z-axis parallel to mean earth rotation axis and pointing towards North Pole. UoM: m.",Cartesian,3,"Cartesian 3D CS, used in geocentric coordinate reference systems.",OGP,OGP,2008/06/23,2008.045,0
+6501,"Cartesian 2D CS. Axes: southing, westing (X,Y). Orientations: south, west. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+6502,"Cartesian 2D CS. Axes: westing, southing (Y,X). Orientations: west, south. UoM: GLM.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+6503,"Cartesian 2D CS. Axes: westing, southing (Y,X). Orientations: west, south. UoM: m.",Cartesian,2,Used in projected and engineering coordinate reference systems.,OGP,OGP,2001/04/29,,0
+6504,"Cartesian 2D CS. Axes: plant N, Plant E (n,e). Orientations: northwest, northeast. UoM: m.",Cartesian,2,Used in engineering coordinate reference systems.,OGP,OGP,2001/01/19,,0
+6505,"Cartesian 2D CS. Axes: 1st local axis, 2nd local axis (n,e). Orientations: northwest, northeast. UoM: m.",Cartesian,2,Used in engineering coordinate reference systems.,OGP,OGP,2001/01/19,,0
+6506,"Cartesian 2D CS. Axes: 1st local axis, 2nd local axis (I,J). Orientations: ese/nne. UoM: 165 x 330 ftUS.",Cartesian,2,Used in engineering coordinate reference systems for seismic bin grids.,OGP,OGP,2001/01/19,,0
+6507,"Cartesian 2D CS. Axes: 1st local axis, 2nd local axis (X,Y). Orientations: north, west. UoM: m.",Cartesian,2,Used in engineering coordinate reference systems.,OGP,OGP,2001/01/19,,0
+6508,"Cartesian 2D CS. Axes: bin grid J, bin grid I (J,I). Orientations: nne/ese. UoM: 12.5 x 25m.",Cartesian,2,Used in engineering coordinate reference systems for seismic bin grids.,OGP,OGP,2001/01/19,,0
+6509,"Cartesian 2D CS. Axes: southing, westing (P,M). Orientations: south, west. UoM: m.",Cartesian,2,Used in old projected coordinate reference systems in Portugal.,OGP,OGP,2002/07/13,,0
+6510,"Cartesian 2D CS. Axes: plant E, Plant N (x,y). Orientations: northeast, northwest. UoM: m.",Cartesian,2,Used in engineering coordinate reference systems.,OGP,OGP,2005/05/18,,0
+6511,"Seismic acquisition bin grid. Axes: Inline, Crossline (I,J). Orientations: Along rx line, across rx line. UoM: 25m x 12.5m.",Cartesian,2,"Bin grid increment on I axis = 1 bin, bin grid increment on J axis = 1 bin.¶By definition, I axis is rotated 90 degrees clockwise from J axis.",OGP,OGP,2005/09/09,,0
+6512,"Cartesian 3D CS (gravity-related Topocentric). Axes: plant E, Plant N, height (x,y,z). Orientations: east, north, up. UoM: m.",Cartesian,2,Used in engineering coordinate reference systems. x and y are in the horizontal plane and z is the local vertical. Not to be confused with CS 4461.,OGP,OGP,2007/11/01,,0
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/datum.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/datum.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/datum.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,556 +1,554 @@
datum_code,datum_name,datum_type,origin_description,realization_epoch,ellipsoid_code,prime_meridian_code,area_of_use_code,datum_scope,remarks,information_source,data_source,revision_date,change_id,deprecated
-5100,Mean Sea Level,vertical,,,,,1262,Hydrography.,"msl has geographic and temporal components. Users are advised to not use this generic vertical datum but to define specific instances of msl based on knowledge of these components; for instance ""msl at xxx during 19yy"".",,EPSG,1996-04-12,,0
-5101,Ordnance Datum Newlyn,vertical,Mean Sea Level at Newlyn between 1915 and 1921.,,,,2792,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2004-06-16,2004.10,0
-5102,National Geodetic Vertical Datum 1929,vertical,26 tide gauges in the US and Canada.,1929,,,1323,"Topographic mapping, geodetic survey.",Normal orthometric heights.,,EPSG,1996-09-12,,0
-5103,North American Vertical Datum 1988,vertical,"Father's Point, Rimouski, Quebec.",1988,,,1325,"Topographic mapping, geodetic survey.",Helmert orthometric heights.,,EPSG,2006-01-16,2005.88,0
-5104,Yellow Sea 1956,vertical,2 years tide readings at Qingdao.,1956,,,3228,"Topographic mapping, geodetic survey.",Replaced by Yellow Sea 1985 datum.,,EPSG,2002-06-22,2002.16,0
-5105,Baltic Sea,vertical,Datum: average water level at Kronstadt 1833. Network adjusted in 1977.,1977,,,1284,"Topographic mapping, geodetic survey.",Uses Normal heights.,,EPSG,2005-05-27,2004.10 2005.18,0
-5106,Caspian Sea,vertical,Defined as -28.0m Baltic datum,,,,1291,Hydrography.,,,EPSG,1996-09-12,,0
-5107,Nivellement general de la France,vertical,Mean sea level at Marseille,,,,1326,"Topographic mapping, geodetic survey.",The CNIG states that NGF is a general term applying to all vertical network readjustments of France and recommends more specific terminology. See codes 5118-5120.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",EPSG,1996-09-12,,1
-5109,Normaal Amsterdams Peil,vertical,Mean high tide at Amsterdams Peil in 1684.,,,,1275,"Topographic mapping, geodetic survey, hydrography.",Orthometric heights.,Nederlandse Commissie voor Geodesie publication 30; 1993,EPSG,2006-01-16,2004.10 2005.88,0
-5110,Oostende,vertical,Mean low water during 1958,1958,,,1347,"Topographic mapping, geodetic survey.",,Nederlandse Commissie voor Geodesie publication 30; 1993,EPSG,2006-01-16,2005.88,0
-5111,Australian Height Datum,vertical,MSL 1966-68 at 30 gauges around coast.,1968,,,1281,"Topographic mapping, geodetic survey.",,Australian Land Information Group www.auslig.gov.au,EPSG,2005-09-06,2005.46,0
-5112,Australian Height Datum (Tasmania),vertical,MSL 1972 at Hobart and Burnie.,1972,,,1282,"Topographic mapping, geodetic survey.",,,EPSG,1996-09-12,,0
-5113,Sea Level,vertical,,,,,1262,Hydrography.,An unspecified local vertical datum not recommended for use.,,EPSG,1996-09-12,,0
-5114,Canadian Geodetic Vertical Datum of 1928,vertical,Based on the mean sea level determined from several tidal gauges located in strategic areas of the country,1928,,,1289,"Topographic mapping, geodetic survey.",,"Geodetic Survey Division, Natural Resources Canada. http://maps.nrcan.gc.ca/asdb/asdb_datum.html and http://www.geod.nrcan.gc.ca/index_e/help_e/acron_e.html",EPSG,2004-11-26,2004.723,0
-5115,Piraeus Harbour 1986,vertical,MSL determined during 1986.,1986,,,3254,"Topographic mapping, geodetic survey.",,Geodesy Department; Public Pertoleum Corporation of Greece,EPSG,1997-06-16,,0
-5116,Helsinki 1960,vertical,MSL at Helsinki during 1960.,1960,,,3333,"Topographic mapping, geodetic survey.",,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,1997-07-22,,0
-5117,Rikets hojdsystem 1970,vertical,"Adjustment is referenced to mean high tide at Amsterdams Peil in 1684. To account for land level movements caused by isostatic rebound, heights are reduced to epoch 1970.0 using uplift values computed from repeated levelling observations.",1970,,,3313,"Topographic mapping, geodetic survey.",Uses Normal heights.,National Land Survey of Sweden,EPSG,2004-06-16,2002.48 2004.10,0
-5118,Nivellement General de la France - Lallemand,vertical,"Rivet number M.ac O-VIII on the Marseille tide gauge site, with the height fixed in 1897 at 1.661 metre above mean sea level between February 2nd 1885 and January 1st 1897.",,,,1326,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",EPSG,1997-11-13,2001.47 2004.06,0
-5119,Nivellement General de la France - IGN69,vertical,"Rivet number M.ac O-VIII on the Marseille tide gauge site, with the height fixed in 1897 at 1.661 metre above mean sea level between February 2nd 1885 and January 1st 1897.",1969,,,1326,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",EPSG,1997-11-13,2001.47,0
-5120,IGN78 Corsica,vertical,Marker MM3 situated on the tide gauge site of Ajaccio. Height is 3.640 metre above mean sea level.,1978,,,1327,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights. Replaces NGC (datum code 5189).,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",EPSG,2004-10-14,2001.47 2004.06 2004.564,0
-5121,Maputo,vertical,Mean sea level at Maputo.,,,,3281,Topographic mapping.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,0
-5122,Japanese Standard Levelling Datum 1949,vertical,24.4140 metres above mean sea level Tokyo Bay.,1949,,,3263,"Topographic mapping, geodetic survey.",,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2004-05-09,2002.08 2004.38,0
-5123,PDO Height Datum 1993,vertical,,1993,,,3288,Oil industry mapping.,Misclosure between Muscat and Salalah less than .5 meters with differences from of up to 5 meters from old Fahud Datum. The PHD93 adjustment was initially known as the Spine. Replaces Fahud Vertical Datum (code 5124) from 1993.,Petroleum Development Oman,EPSG,1999-04-22,,0
-5124,Fahud Height Datum,vertical,Single MSL determination at Mina Al Fahal.,,,,3288,Oil industry mapping.,Based on reciprocal trigonometric heighting. Replaced by PHD93 Datum (code 5123) in 1993.,Petroleum Development Oman,EPSG,2004-04-07,2004.212,0
-5125,Ha Tien 1960,vertical,,1960,,,1302,"Topographic mapping, geodetic survey.",In Vietnam replaced by Hon Dau in 1992.,,EPSG,1999-10-20,,0
-5126,Hon Dau 1992,vertical,,1992,,,3328,"Topographic mapping, geodetic survey.",Replaces Ha Tien in Vietnam.,,EPSG,1999-10-20,,0
-5127,Landesnivellement 1902,vertical,Origin at Repere Pierre du Niton (RPN) defined as 373.6 metres above msl. This value derived from msl at Marseille in 1897 through the French Lallemand network.,1902,,,1286,"Topographic mapping, cadastral survey.","Levelling observations not corrected for gravity field. For scientific purposes, replaced by LHHN95.",Bundesamt für Landestopographie,EPSG,2004-06-16,2004.10,0
-5128,Landeshohennetz 1995,vertical,Origin at Repere Pierre du Niton (RPN) defined as 373.6 metres above msl. This value derived from msl at Marseille in 1897 through the French Lallemand network.,1995,,,1286,Geodetic survey and scientific studies.,"Orthometric heights. For scientific purposes only, replaces LN02.",Bundesamt für Landestopographie,EPSG,2004-06-16,2004.10,0
-5129,European Vertical Reference Frame 2000,vertical,"Height at Normaal Amsterdams Peil (NAP) is zero, defined through height at UELN bench mark 13600 (52°22'53""N 4°54'34""E) of 0.71599m. Datum at NAP is mean high tide in 1684.",2000,,,1299,Geodesy.,Realised by geopotential numbers and Normal heights of the United European Levelling Network.,"European veritical data centre at Bundesamt für Kartographie und Geodäsie (BKG), Leipzig branch. http://crs.bkg.bund.de/evrs/",EPSG,2000-10-19,,0
-5130,Malin Head,vertical,Mean sea level between January 1960 and December 1969.,1970,,,1305,Topographic mapping,Orthometric heights.,Ordnance Survey of Ireland,EPSG,2001-11-06,,0
-5131,Belfast Lough,vertical,"Mean sea level between 1951 and 1956 at Clarendon Dock, Belfast.",1957,,,2530,"Large scale (1:1,250, 1:2,500 and 1:10,000) topographic mapping.","Orthometric heights. Malin Head (datum code 5130) used for 1:50,000 and smaller mapping.",Ordnance Survey of Northern Ireland,EPSG,2002-09-19,2002.62,0
-5132,Dansk Normal Nul,vertical,Mean Sea Level at 10 gauges.,,,,3237,Topographic mapping and engineering survey,Orthometric heights.,Kort & Matrikelstyrelsen,EPSG,2001-11-06,,0
-5133,AIOC 1995,vertical,Average level of Caspian Sea at the Oil Rocks tide gauge June-September 1995.,1995,,,2592,Oil industry mapping.,AIOC 1995 datum is 1.7m above Caspian datum and 26.3m below Baltic datum.,BP,EPSG,2002-02-12,,0
-5134,Black Sea,vertical,,,,,1102,Hydrographic surveying and since break-up of Former Soviet Union also topographic mapping.,Black Sea datum is 0.4m below Baltic datum.,BP,EPSG,2002-02-12,,0
-5135,Hong Kong Principal Datum,vertical,"1.23m below the mean of 19 years (1965-83) observations of tide levels at North Point, Victoria Harbour.",1980,,,3334,"Geodetic survey, engineering survey, cadastre.",,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2002-06-22,,0
-5136,Hong Kong Chart Datum,vertical,Approximates to Lowest Astronomic Tide level (LAT).,,,,3335,Hydrographic survey and charting.,Chart datum is 0.15 metres below Hong Kong Principal Datum (code 5135) and 1.38m below MSL at Quarry Bay.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2002-06-22,,0
-5137,Yellow Sea 1985,vertical,20 years tide readings at Qingdao.,1985,,,3228,"Topographic mapping, geodetic survey.",Replaces Yellow Sea 1956 datum.,Guangdong Province Land Resource Information Centre,EPSG,2002-06-22,,0
-5138,Ordnance Datum Newlyn (Orkney Isles),vertical,Connected to Newlyn datum by triangulation from the British mainland.,,,,2793,"Topographic mapping, geodetic survey.",Considered as separate from Newlyn because the accuracy of the trigonometric connection across the Pentland Firth does not meet geodetic levelling specifications. Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2004-06-16,2004.10,0
-5139,Fair Isle,vertical,,,,,2794,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2002-09-19,,0
-5140,Lerwick,vertical,,,,,2795,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2002-09-19,,0
-5141,Foula,vertical,,,,,2796,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2002-09-19,,0
-5142,Sule Skerry,vertical,,,,,2797,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2002-09-19,,0
-5143,North Rona,vertical,,,,,2798,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2002-09-19,,0
-5144,Stornoway,vertical,,,,,2799,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2002-09-19,,0
-5145,St. Kilda,vertical,,,,,2800,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2002-09-19,,0
-5146,Flannan Isles,vertical,,,,,2801,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2006-01-16,2005.88,0
-5147,St. Marys,vertical,,,,,2802,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2002-09-19,,0
-5148,Douglas,vertical,,,,,2803,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,EPSG,2002-09-19,,0
-5149,Fao,vertical,,,,,2806,"Topographic mapping, geodetic survey.",Established by Hunting Surveys for IPC. Replaced by Bandar Abbas (code 5150). At time of record creation NIOC data in Ahwaz area still usually referenced to Fao.,National Iranian Oil Company (NIOC).,EPSG,2002-09-19,,0
-5150,Bandar Abbas,vertical,Average sea level at Bandar Abbass 1995-2001.,2001,,,3336,"Topographic mapping, geodetic survey.",Replaces Fao (code 5149).,National Cartographic Centre of Iran,EPSG,2002-09-19,,0
-5151,Nivellement General de Nouvelle Caledonie,vertical,Rivet AB01 established by SHOM (Service Hydrographique de la Marine) in 1937 on the Quai des Volontaires in Noumea. Height i: 1.885 metre above mean sea level.,1969,,,2822,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,Service Topographique de la Nouvelle Caledonie.,EPSG,2004-03-15,2004.06,0
-5152,Poolbeg,vertical,"Low water mark of the spring tide on the 8 April 1837 at Poolbeg Lighthouse, Dublin.",1837,,,1305,Topographic mapping before 1956 in Northern Ireland and 1970 in the Republic of Ireland.,Replaced by Belfast Lough and Malin Head (datum codes 5130-31).,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2003-06-27,,0
-5153,Nivellement General Guyanais 1977,vertical,,1977,,,3146,"Geodetic survey, topographic mapping, engineering survey.",Normal heights.,IGN Paris,EPSG,2003-06-27,,0
-5154,Martinique 1987,vertical,,,,,3276,"Geodetic survey, topographic mapping, engineering survey.",Replaces Martinique 1955 (datum code 5192).,IGN Paris,EPSG,2004-10-14,2004.561,0
-5155,Guadeloupe 1988,vertical,,,,,2829,"Geodetic survey, topographic mapping, engineering survey.",Replaces Guadeloupe 1951 (datum code 5193).,IGN Paris,EPSG,2004-10-14,2004.561,0
-5156,Reunion 1989,vertical,,,,,3337,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,EPSG,2004-10-14,2004.561,0
-5157,Auckland,vertical,MSL at Auckland harbour 1909-1923.,1946,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5158,Bluff,vertical,MSL at Invercargill harbour over 8 years between 1918 and 1934.,1955,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5159,Dunedin,vertical,MSL at Dunedin harbour 1918-1937.,1958,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5160,Gisborne,vertical,MSL at Gisborne harbour 1926.,1926,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5161,Lyttleton,vertical,MSL at Lyttleton harbour over 9 years between 1918 and 1933.,1937,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5162,Moturiki,vertical,MSL at Moturiki Island February 1949 to December 1952.,1953,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5163,Napier,vertical,MSL at Napier harbour. Period of derivation unknown.,1962,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5164,Nelson,vertical,MSL at Nelson harbour 1939-1942.,1955,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5165,One Tree Point,vertical,MSL at Whangarei harbour 1960-1963.,1964,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5166,Tararu,vertical,MSL at Tararu Point 1922-1923.,1952,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5167,Taranaki,vertical,MSL at Taranaki harbour 1918-1921.,1970,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5168,Wellington,vertical,MSL at Wellington harbour 1909-1946.,1953,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",EPSG,2004-03-09,,0
-5169,Chatham Island,vertical,MSL at Waitangi harbour collected in 1959.,1959,,,2889,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",EPSG,2004-03-09,,0
-5170,Stewart Island,vertical,MSL at 3-5 high and low tides at two different locations.,1977,,,3338,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",EPSG,2004-03-09,,0
-5171,EGM96 geoid,vertical,WGS 84 ellipsoid.,1996,,,1262,Geodesy.,,NASA http://cddis.gsfc.nasa.gov/926/egm96/egm96.html,EPSG,2004-04-27,,0
-5172,Nivellement General du Luxembourg,vertical,Reference point Wemperhardt defined as 528.030m above Normaal Amsterdams Peil (NAP). Datum at NAP is mean high tide in 1684. Network adjusted in 1995.,1995,,,1146,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT,EPSG,2004-03-09,,0
-5173,Antalya,vertical,Mean sea Level at Antalya 1936-71.,,,,3322,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-11-26,2004.722,0
-5174,Norway Normal Nul 1954,vertical,MSL defined by regression at 7 gauges with between 17 and 67 years observations.,1974,,,1352,"Geodetic survey, topographic mapping, engineering survey.",Includes initial NN1954 system and NNN1957 system. Former name retained. Normal-orthometric heights.,Statoil,EPSG,2004-03-09,,0
-5175,Durres,vertical,Mean Sea Level at Durres.,,,,3212,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-03-09,,0
-5176,Gebrauchshohen ADRIA,vertical,Reference point Hutbiegl defined relative to mean sea level at Trieste in 1875.,,,,1037,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-03-09,,0
-5177,National Vertical Network 1999,vertical,Reference point Ruse defined relative to mean sea level at Trieste in 1875.,1999,,,3307,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-03-09,,0
-5178,Cascais,vertical,Mean Sea Level at Cascais 1938.,1938,,,1294,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-03-09,,0
-5179,Constanta,vertical,Mean Sea Level at Constanta.,,,,3295,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/evrs/Relations.html",EPSG,2004-03-09,,0
-5180,Alicante,vertical,Mean Sea Level at Alicante between 1870 and 1882.,,,,2366,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-03-09,,0
-5181,Deutches Haupthohennetz 1992,vertical,Network adjusted in 1992. Geopotential number at reference point Wallenhorst defined as value from the UELN-73/86 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.,1992,,,3339,"Geodetic survey, topographic mapping, engineering survey.",Replaces DHHN85 in West Germany and SNN76 in East Germany. Uses Normal heights.,"Bundesamt für Kartographie und Geodäsie (BKG), http://crs.bkg.bund.de/crs-eu/",EPSG,2004-03-09,,0
-5182,Deutches Haupthohennetz 1985,vertical,Network adjusted in 1985. Height of reference point Wallenhorst defined as value from 1928 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.,1985,,,2326,"Geodetic survey, topographic mapping, engineering survey.",Replaced by DHHN92. Uses Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-03-09,,0
-5183,SNN76,vertical,Network adjusted in 1976. Height at reference point Hoppegarten defined as 1957 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.,1976,,,1343,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights. Replaced by DHHN92.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-03-09,,0
-5184,Baltic 1982,vertical,Network adjusted in 1982. Height at reference point Varna defined as 1958 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.,1982,,,3224,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-03-09,,0
-5185,Baltic 1980,vertical,,,,,1119,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-03-09,,0
-5186,Kuwait PWD,vertical,Mean Low Low Water (MLLW) at Kuwait City.,,,,3267,Municipality and military purposes.,Approximately 1.03m below MSL.,Kuwait Oil Company.,EPSG,2004-06-16,,0
-5187,KOC Well Datum,vertical,,1937,,,3267,KOC exploration and field development subsurface work.,Approximately 3.22m above MSL.,Kuwait Oil Company.,EPSG,2004-06-16,,0
-5188,KOC Construction Datum,vertical,,1952,,,3267,KOC survey control and facilities engineering.,Approximately 1.52m below MSL. Created for the construction of the Mina al Ahmadi refinery.,Kuwait Oil Company.,EPSG,2004-06-16,,0
-5189,Nivellement General de la Corse 1948,vertical,Mean sea level at Ajaccio between 1912 and 1937.,1948,,,1327,"Geodetic survey, topographic mapping, engineering survey.",Replaced by IGN78 Corsica (datum 5120).,IGN Paris,EPSG,2004-10-14,,0
-5190,Danger 1950,vertical,Marker near tide gauge at port of Saint Pierre. Height is 1.26 metres above zero of tide gauge.,1950,,,3299,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,EPSG,2004-10-14,,0
-5191,Mayotte 1950,vertical,Marker on Issoufali jetty at Dzaoudzi. Height is 2.18m above zero of tide gauge.,1950,,,3340,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,EPSG,2004-10-14,,0
-5192,Martinique 1955,vertical,Marker N.BC-2 situated at the port of Fort de France.,1955,,,3276,"Geodetic survey, topographic mapping, engineering survey.",Replaced by Martinique 1987 (datum code 5154).,IGN Paris,EPSG,2004-10-14,,0
-5193,Guadeloupe 1951,vertical,At the port of Pointe-a-Pitre.,1955,,,2892,"Geodetic survey, topographic mapping, engineering survey.",Replaced by Guadeloupe 1988 (datum code 5155).,IGN Paris,EPSG,2004-10-14,,0
-5194,Lagos 1955,vertical,"Mean sea level at Lagos, 1912-1928.",1955,,,3287,"Geodetic survey, topographic mapping, engineering survey.",,"Ebong et al, AVN International, 1991.",EPSG,2004-10-14,,0
-5195,Nivellement General de Polynesie Francaise,vertical,,,,,3134,"Geodetic survey, topographic mapping, engineering survey.",The collection of heterogeneous levelling networks throughout the Society Islands of French Polynesia.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-5196,IGN 1966,vertical,Fundamental benchmark: RN501,1966,,,3124,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-5197,Moorea SAU 1981,vertical,Fundamental benchmark: RN225,1981,,,3125,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-5198,Raiatea SAU 2001,vertical,Fundamental benchmark: RN1,2001,,,3136,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-5199,Maupiti SAU 2001,vertical,Fundamental benchmark: RN11,2001,,,3126,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-5200,Huahine SAU 2001,vertical,Fundamental benchmark: SHOM B3,2001,,,3135,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-5201,Tahaa SAU 2001,vertical,Fundamental benchmark: RN16,2001,,,3138,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-5202,Bora Bora SAU 2001,vertical,Fundamental benchmark: Vaitape quay SHOM benchmark B.,2001,,,3137,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-5203,EGM84 geoid,vertical,WGS 84 ellipsoid.,1984,,,1262,Geodesy.,,US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/,EPSG,2005-09-30,,0
-5204,International Great Lakes Datum 1955,vertical,"Pointe-au-Père (Father's Point), Quebec",1955,,,3468,Hydrology.,Dynamic heights. Adopted in 1962. Replaced by IGLD 1985 in January 1992.,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,2006-11-11,,0
-5205,International Great Lakes Datum 1985,vertical,"Rimouski, Quebec.",1985,,,3468,Hydrology.,Dynamic heights. Replaces IGLD 1955 from January 1992.,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,2006-11-11,,0
-5206,Dansk Vertikal Reference 1990,vertical,"Benchmark at Århus cathedral referenced to mean sea level determined during 1990 at 10 tide gauges: Esbjerg, Fredericia, Frederikshavn, Gedser, Hirtshals, Hornbæk, Korsør, København, Slipshavn and Århus.",,,,3237,Topographic mapping and engineering survey,Normal Orthometric heights.,Kort & Matrikelstyrelsen,OGP,2006-12-01,,0
-6001,Not specified (based on Airy 1830 ellipsoid),geodetic,,,7001,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6002,Not specified (based on Airy Modified 1849 ellipsoid),geodetic,,,7002,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6003,Not specified (based on Australian National Spheroid),geodetic,,,7003,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6004,Not specified (based on Bessel 1841 ellipsoid),geodetic,,,7004,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6005,Not specified (based on Bessel Modified ellipsoid),geodetic,,,7005,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6006,Not specified (based on Bessel Namibia ellipsoid),geodetic,,,7046,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2001-01-21,96.08 2000.42 2001.15,0
-6007,Not specified (based on Clarke 1858 ellipsoid),geodetic,,,7007,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6008,Not specified (based on Clarke 1866 ellipsoid),geodetic,,,7008,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6009,Not specified (based on Clarke 1866 Michigan ellipsoid),geodetic,,,7009,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6010,Not specified (based on Clarke 1880 (Benoit) ellipsoid),geodetic,,,7010,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6011,Not specified (based on Clarke 1880 (IGN) ellipsoid),geodetic,,,7011,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6012,Not specified (based on Clarke 1880 (RGS) ellipsoid),geodetic,,,7012,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6013,Not specified (based on Clarke 1880 (Arc) ellipsoid),geodetic,,,7013,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6014,Not specified (based on Clarke 1880 (SGA 1922) ellipsoid),geodetic,,,7014,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6015,Not specified (based on Everest 1830 (1937 Adjustment) ellipsoid),geodetic,,,7015,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6016,Not specified (based on Everest 1830 (1967 Definition) ellipsoid),geodetic,,,7016,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6018,Not specified (based on Everest 1830 Modified ellipsoid),geodetic,,,7018,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6019,Not specified (based on GRS 1980 ellipsoid),geodetic,,,7019,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6020,Not specified (based on Helmert 1906 ellipsoid),geodetic,,,7020,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6021,Not specified (based on Indonesian National Spheroid),geodetic,,,7021,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6022,Not specified (based on International 1924 ellipsoid),geodetic,,,7022,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6024,Not specified (based on Krassowsky 1940 ellipsoid),geodetic,,,7024,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6025,Not specified (based on NWL 9D ellipsoid),geodetic,,,7025,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6027,Not specified (based on Plessis 1817 ellipsoid),geodetic,,,7027,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6028,Not specified (based on Struve 1860 ellipsoid),geodetic,,,7028,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6029,Not specified (based on War Office ellipsoid),geodetic,,,7029,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6030,Not specified (based on WGS 84 ellipsoid),geodetic,,,7030,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6031,Not specified (based on GEM 10C ellipsoid),geodetic,,,7031,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6032,Not specified (based on OSU86F ellipsoid),geodetic,,,7032,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6033,Not specified (based on OSU91A ellipsoid),geodetic,,,7033,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6034,Not specified (based on Clarke 1880 ellipsoid),geodetic,,,7034,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,96.08 2000.42,0
-6035,Not specified (based on Authalic Sphere),geodetic,,,7035,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown. Deprecated and replaced by 6047.,EPSG,EPSG,2001-06-05,96.08 2000.42,1
-6036,Not specified (based on GRS 1967 ellipsoid),geodetic,,,7036,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,2000.42,0
-6041,Not specified (based on Average Terrestrial System 1977 ellipsoid),geodetic,,,7041,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,2000.42,0
-6042,Not specified (based on Everest (1830 Definition) ellipsoid),geodetic,,,7042,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,2000.42,0
-6043,Not specified (based on WGS 72 ellipsoid),geodetic,,,7043,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,2000.42,0
-6044,Not specified (based on Everest 1830 (1962 Definition) ellipsoid),geodetic,,,7044,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,2000.42,0
-6045,Not specified (based on Everest 1830 (1975 Definition) ellipsoid),geodetic,,,7045,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2000-05-03,2000.42,0
-6047,Not specified (based on GRS 1980 Authalic Sphere),geodetic,,,7048,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2004-04-27,2001.19 2003.33,0
-6052,Not specified (based on Clarke 1866 Authalic Sphere),geodetic,,,7052,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,EPSG,EPSG,2004-04-27,,0
-6053,Not specified (based on International 1924 Authalic Sphere),geodetic,,,7057,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2006-09-22,,0
-6054,Not specified (based on Hughes 1980 ellipsoid),geodetic,,,7058,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2006-09-22,,0
-6120,Greek,geodetic,Fundamental point: Athens Observatory; latitude 37 deg 58 min 20.132 sec N; longitude 23 deg 42 min 58.815 sec E of Greenwich,,7004,8901,1106,Topographic mapping.,See geodetic datum alias 6404. Used as basis of topographic mapping based on Hatt projection. Replaced by GGRS87 (code 6121).,Topography Department; National Technical University of Athens,EPSG,2004-03-26,2004.183,0
-6121,Greek Geodetic Reference System 1987,geodetic,Fundamental point: Dionysos; latitude 38 deg 04 min 33.8 sec N; longitude 23 deg 55 min 51.0 sec E of Greenwich; geoid height 7.0 m.,1987,7019,8901,1106,Topographic mapping.,Replaced (old) Greek datum. Oil industry work based on ED50.,L. Portokalakis; Public Petroleum Corporation of Greece,EPSG,1997-06-16,,0
-6122,Average Terrestrial System 1977,geodetic,,1977,7041,8901,1283,Topographic mapping.,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,1997-07-02,,0
-6123,Kartastokoordinaattijarjestelma (1966),geodetic,Adjustment with fundamental point SF31 based on ED50 transformed to best fit the older VVJ adjustment.,1966,7022,8901,1095,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Adopted in 1970.,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2006-03-31,2006.27,0
-6124,Rikets koordinatsystem 1990,geodetic,,1982,7004,8901,1225,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces RT38 adjustment (datum code 6308),National Land Survey of Sweden,EPSG,1997-11-13,,0
-6125,Samboja,geodetic,Original origin station P2 Exc now destroyed. Extensions recomputed using Toran station T9 as origin.,,7004,8901,1328,Topographic mapping.,,Total Indonesia.,EPSG,1997-11-13,,1
-6126,Lithuania 1994 (ETRS89),geodetic,Constrained to 4 ETRS89 points in Lithuania from the EUREF Baltic 1992 campaign..,1994,7019,8901,1145,"Topographic mapping, geodetic survey.",Densification of ETRS89 during the 1992 Baltic campaign.,HNIT-Baltic GeoInfoServisas,EPSG,1998-03-12,,0
-6127,Tete,geodetic,Fundamental point: Tete.,,7008,8901,3281,Topographic mapping.,,Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,0
-6128,Madzansua,geodetic,Fundamental point: Madzansua.,,7008,8901,1315,Topographic mapping.,Replaced by transformation to Tete datum (datum code 6127).,Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,0
-6129,Observatario,geodetic,Fundamental point: Maputo observatory.,,7008,8901,1329,Topographic mapping.,Replaced by transformation to Tete datum (datum code 6127).,Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,0
-6130,Moznet (ITRF94),geodetic,ITRF94 at epoch 1996.9,,7030,8901,1167,Topographic mapping.,,Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.77,0
-6131,Indian 1960,geodetic,DMA extension over IndoChina of the Indian 1954 network adjusted to better fit local geoid.,,7015,8901,1302,Topographic mapping.,Also known as Indian (DMA Reduced).,,EPSG,2003-12-31,2003.361,0
-6132,Final Datum 1958,geodetic,Fundamental point: Maniyur. Latitude: 31 deg 23 min 59.19 sec N; Longitude: 48 deg 32 min 31.38 sec E (of Greenwich).,,7012,8901,1300,Oil industry mapping.,Network included in Nahrwan 1967 adjustment.,IOEPC records,EPSG,1998-11-11,,0
-6133,Estonia 1992,geodetic,Densification from 4 ETRS89 points.,1992,7019,8901,1090,"Topographic mapping, Geodetic survey.",Based on ETRS89 as established during the 1992 Baltic campaign. Replaced by Estonia 1997 adjustment (code 6180).,http://www.geo.ut.ee,EPSG,2005-09-06,2005.46,0
-6134,PDO Survey Datum 1993,geodetic,Adjustment best fitted to Fahud network.,1993,7012,8901,3288,Oil industry mapping.,Replaces Fahud datum (code 6232). Maximum differences to Fahud adjustment are 20 metres.,Petroleum Development Oman,EPSG,1999-04-22,,0
-6135,Old Hawaiian,geodetic,Fundamental point: Oahu West Base Astro. Latitude: 21 deg 18 min 13.89 sec N; longitude 157 deg 50 min 55.79 sec W (of Greenwich),,7008,8901,1334,Topographic mapping.,Hawaiian Islands were never on NAD27 but rather on Old Hawaiian Datum. NADCON conversion program provides transformation from Old Hawaiian Datum to NAD83 (original 1986 realization) but making the transformation appear to user as if from NAD27.,http://www.ngs.noaa.gov/ (NADCON readme file).,EPSG,2005-09-05,2005.46,0
-6136,St. Lawrence Island,geodetic,,,7008,8901,1332,Topographic mapping.,Many Alaskan islands were never on NAD27 but rather on independent datums. NADCON conversion program provides transformation from St. Lawrence Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.,http://www.ngs.noaa.gov/ (NADCON readme file),EPSG,1999-05-24,,0
-6137,St. Paul Island,geodetic,Fundamental point latitude: 57 deg 07 min 16.86 sec N; longitude: 170 deg 16 min 24.00 sec W (of Greenwich).,,7008,8901,1333,Topographic mapping.,Many Alaskan islands were never on NAD27 but rather on independent datums. NADCON conversion program provides transformation from St. Paul Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.,http://www.ngs.noaa.gov/ (NADCON readme file),EPSG,1999-05-24,,0
-6138,St. George Island,geodetic,Fundamental point latitude: 56 deg 36 min 11.31 sec N; longitude: 169 deg 32 min 36.00 sec W (of Greenwich).,,7008,8901,1331,Topographic mapping.,Many Alaskan islands were never on NAD27 but rather on independent datums. NADCON conversion program provides transformation from St. George Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.,http://www.ngs.noaa.gov/ (NADCON readme file),EPSG,2003-12-31,2003.362,0
-6139,Puerto Rico,geodetic,Fundamental point: Cardona Island Lighthouse. Latitude:17 deg 57 min 31.40 sec N; Longitude: 66 deg 38 min 07.53 sec W (of Greenwich).,1901,7008,8901,1335,Topographic mapping.,NADCON conversion program provides transformation from Puerto Rico Datum to NAD83 (original 1986 realization) but making the transformation appear to user as if from NAD27.,Ordnance Survey of Great Britain and http://www.ngs.noaa.gov/ (NADCON readme file).,EPSG,2003-12-31,2003.362,0
-6140,NAD83 Canadian Spatial Reference System,geodetic,,1998,7019,8901,1061,Geodetic survey.,,"Natural Resources of Canada, CSRS website. http://www.geod.nrcan.gc.ca",EPSG,2007-05-29,2005.88 2006.461 2007.026,0
-6141,Israel,geodetic,Fundamental point: Latitude: 31 deg 44 min 03.817 sec N; Longitude: 35 deg 12 min 16.261 sec E (of Greenwich).,,7019,8901,2603,Topographic mapping.,,Survey of Israel.,EPSG,2004-04-14,2002.34 2004.15,0
-6142,Locodjo 1965,geodetic,Fundamental point: T5 Banco. Latitude: 5 deg 18 min 50.5 sec N; Longitude: 4 deg 02 min 05.1 sec W (of Greenwich).,1965,7012,8901,1075,Topographic mapping.,,IGN Paris.,EPSG,1999-10-20,,0
-6143,Abidjan 1987,geodetic,Fundamental point: Abidjan I. Latitude: 5 deg 18 min 51.01 sec N; Longitude: 4 deg 02 min 06.04 sec W (of Greenwich).,1987,7012,8901,1075,Topographic mapping.,,IGN Paris.,EPSG,1999-10-20,,0
-6144,Kalianpur 1937,geodetic,Fundamental point: Kalianpur. Latitude: 24 deg 07 min 11.260 sec N; Longitude: 77 deg 39 min 17.570 sec E (of Greenwich).,1937,7015,8901,1308,Topographic mapping.,Replaces 1880 adjustment except for topographic mapping. Replaced in Bangladesh and Pakistan by 1962 metrication conversion and in India by 1975 metrication conversion.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",EPSG,1999-10-20,,0
-6145,Kalianpur 1962,geodetic,Fundamental point: Kalianpur. Latitude: 24 deg 07 min 11.260 sec N; Longitude: 77 deg 39 min 17.570 sec E (of Greenwich).,1962,7044,8901,3289,Topographic mapping.,1937 adjustment rescaled by ratio metric conversions of Indian foot (1937) to Indian foot (1962).,,EPSG,1999-10-20,,0
-6146,Kalianpur 1975,geodetic,Fundamental point: Kalianpur. Latitude: 24 deg 07 min 11.260 sec N; Longitude: 77 deg 39 min 17.570 sec E (of Greenwich).,1975,7045,8901,3341,Topographic mapping.,1937 adjustment rescaled by ratio metric conversions of Indian foot (1937) to Indian foot (1975).,,EPSG,1999-10-20,,0
-6147,Hanoi 1972,geodetic,,1972,7024,8901,3328,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,PetroVietnam,EPSG,1999-10-20,,0
-6148,Hartebeesthoek94,geodetic,Coincident with ITRF91 at epoch 1994.0 at Hartebeesthoek astronomical observatory near Pretoria.,1994,7030,8901,1215,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces Cape datum (code 6222).,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2006-08-18,99.96 2006.77,0
-6149,CH1903,geodetic,Fundamental point: Old Bern observatory. Latitude: 46 deg 57 min 08.660 sec N; Longitude: 7 deg 26 min 22.500 sec E (of Greenwich).,1903,7004,8901,1286,Topographic mapping.,,Bundesamt für Landestopographie,EPSG,1999-10-20,,0
-6150,CH1903+,geodetic,Fundamental point: Zimmerwald observatory.,,7004,8901,1286,"Geodetic survey, topographic mapping.",,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,2001-11-06,2001.52,0
-6151,Swiss Terrestrial Reference Frame 1995,geodetic,ETRF89 at epoch 1993.0,1995,7019,8901,1286,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,2006-08-18,2006.77,0
-6152,NAD83 (High Accuracy Regional Network),geodetic,,,7019,8901,1337,Geodetic survey.,,National Geodetic Survey,EPSG,1999-10-20,,0
-6153,Rassadiran,geodetic,Fundamental point: Total1. Latitude: 27 deg 31 min 07.784 sec N; Longitude: 52 deg 36 min 12.741 sec E (of Greenwich).,1998,7022,8901,1338,Oil industry mapping.,,Total-Fina,EPSG,1999-11-20,,0
-6154,European Datum 1950(1977),geodetic,Extension of ED50 over Iran.,1977,7022,8901,1123,Topographic mapping.,Sometimes referred to as ED50-ED77.,National Cartographic Centre of Iran,EPSG,1999-11-20,,0
-6155,Dabola 1981,geodetic,,1981,7011,8901,3257,Topographic mapping.,,IGN Paris,EPSG,1999-12-09,,0
-6156,Jednotne Trigonometricke Site Katastralni,geodetic,"Modification of Austrian MGI datum, code 6312.",,7004,8901,1306,"Geodetic survey, cadastre, topographic mapping, engineering survey.",S-JTSK = System of the Unified Trigonometrical Cadastral Network.,Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,EPSG,2001-11-06,2001.26 2001.51,0
-6157,Mount Dillon,geodetic,Fundamental point: Mount Dillon triangulation station. Latitude: 11 deg 15 min 07.843 sec N; Longitude: 60 deg 41 min 09.632 sec W (of Greenwich).,,7007,8901,1322,Topographic mapping.,,University of the West Indies Geodetic Services.,EPSG,2003-12-31,2003.361,0
-6158,Naparima 1955,geodetic,Fundamental point: Naparima. Latitude: 10 deg 16 min 44.860 sec N; Longitude: 61 deg 27 min 34.620 sec W (of Greenwich).,1955,7022,8901,3143,Topographic mapping.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,EPSG,2000-03-07,,0
-6159,European Libyan Datum 1979,geodetic,Extension of ED50 over Libya.,1979,7022,8901,1143,Topographic mapping.,,Brown and Root,EPSG,2003-12-31,2003.362,0
-6160,Chos Malal 1914,geodetic,Chos Malal police station.,1914,7022,8901,1292,Oil industry mapping.,Also known as Quini-Huao. Replaced by Campo Inchauspe (code 6221).,Various oil company records.,EPSG,2000-03-07,,0
-6161,Pampa del Castillo,geodetic,,,7022,8901,1265,Oil industry mapping.,Used in Comodoro Rivadavia area. Replaced by Campo Inchauspe (code 6221).,Various oil company records.,EPSG,2000-03-07,,0
-6162,Korean Datum 1985,geodetic,Fundamental point: Suwon; latitude 37 deg 16 min 31.9034 sec N; longitude 127 deg 03 min 05.1451 sec E of Greenwich.,1985,7004,8901,3266,Topographic mapping.,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org/,EPSG,2005-09-05,2001.28 2005.46,0
-6163,Yemen National Geodetic Network 1996,geodetic,Sana'a IGN reference marker,1996,7030,8901,1257,Topographic mapping.,,IGN Paris,EPSG,2000-03-07,,0
-6164,South Yemen,geodetic,,,7024,8901,1340,Topographic mapping.,,IGN Paris,EPSG,2000-03-07,,0
-6165,Bissau,geodetic,,,7022,8901,3258,Topographic mapping.,,NIMA TR8350.2 ftp://164.214.2.65/pub/gig/tr8350.2/changes.pdf,EPSG,2005-09-05,2005.46,0
-6166,Korean Datum 1995,geodetic,,1995,7030,8901,3266,Topographic mapping.,,NIMA TR8350.2 ftp://164.214.2.65/pub/gig/tr8350.2/changes.pdf,EPSG,2005-09-05,2005.46,0
-6167,New Zealand Geodetic Datum 2000,geodetic,Based on ITRF96 at epoch 2000.0,2000,7019,8901,3285,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces New Zealand Geodetic Datum 1949 (code 6272) and Chatham Islands Datum 1979 (code 6673) from March 2000.,Land Information New Zealand. http://www.linz.govt.nz/rcs/linz/pub/web/root/core/SurveySystem/GeodeticInfo/GeodeticDatums/nzgd2000factsheet/index.jsp,EPSG,2004-03-26,2004.11,0
-6168,Accra,geodetic,Fundamental point: GCS Station 547. Latitude: 5 deg 23 min 43.3 sec N; Longitude: 0 deg 11 min 52.3 sec W (of Greenwich).,,7029,8901,1104,Topographic mapping.,Replaced in 1978 by Leigon datum (code 6250).,Ordnance Survey International,EPSG,2000-10-12,,0
-6169,American Samoa 1962,geodetic,Fundamental point: Betty 13 eccentric. Latitude: 14 deg 20 min 08.34 sec S; longitude: 170 deg 42 min 52.25 sec W,1962,7008,8901,3109,Topographic mapping.,,NIMA TR8350.2 revision of January 2000. Oil industry sources for origin description details.,EPSG,2005-05-21,2003.362 2005.23,0
-6170,Sistema de Referencia Geocentrico para America del Sur 1995,geodetic,ITRF94 at epoch 1995.42.,1995,7019,8901,3448,Geodetic survey.,Realised by a frame of 58 stations observed in 1995 and adjusted in the ITRF94. Replaced by SIRGAS 2000.,NIMA TR8350.2 revision of January 2000. Also http://www1.ibge.gov.br/,EPSG,2006-08-18,2004.25 2005.46 2006.465 2006.77,0
-6171,Reseau Geodesique Francais 1993,geodetic,Coincident with ETRS89 at epoch 1993.0,1993,7019,8901,1096,Geodetic survey.,,http://www.ign.fr/ via TotalFinaElf,EPSG,2005-09-05,2001.51 2005.46,0
-6172,Posiciones Geodesicas Argentinas,geodetic,,1994,7019,8901,1033,"Topographic mapping, geodetic survey.","Una red geodésica de 127 puntos materializados
-en el terreno que definen el Sistema Geodésico Nacional. [A geodetic network of 127 points defining the National Geodetic System.] Replaced by POSGAR98 (code 6190).",http://www.igm.gov.ar/posgar.html,EPSG,2000-10-19,,1
-6173,IRENET95,geodetic,ETRS89 stations in Ireland,1995,7019,8901,1305,Geodetic survey.,Densification of ETRS89,Ordnance Survey of Ireland,EPSG,2004-04-07,2004.22,0
-6174,Sierra Leone Colony 1924,geodetic,Fundamental point: Kortright. Latitude: 8 deg 28 min 44.4 sec N; Longitude: 13 deg 13 min 03.81 sec W (of Greenwich).,1924,7029,8901,1342,"Topographic mapping, engineering survey.",,Ordnance Survey International.,EPSG,2001-06-05,,0
-6175,Sierra Leone 1968,geodetic,Fundamental point: SLX2 Astro. Latitude: 8 deg 27 min 17.567 sec N; Longitude: 12 deg 49 min 40.186 sec W (of Greenwich).,1968,7012,8901,3306,"Topographic mapping, engineering survey.",Extension and readjustment with additional observations of 1960 network. Coordinates of 1960 stations change by less than 3 metres.,Ordnance Survey International.,EPSG,2001-06-05,,0
-6176,Australian Antarctic Datum 1998,geodetic,,1998,7019,8901,1278,Topographic mapping.,,Standards Australia,EPSG,2006-01-30,2006.08,0
-6178,Pulkovo 1942/83,geodetic,Fundamental point: Pulkovo observatory. Latitude: 59 deg 46 min 18.550 sec N; Longitude: 30 deg 19 min 42.090 sec E (of Greenwich).,1983,7024,8901,1343,"Geodetic survey, cadastre, topographic mapping, engineering survey.",International adjustment of Uniforrm Astro-Geodetic Network of countries of central and eastern Europe.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,0
-6179,Pulkovo 1942/58,geodetic,Fundamental point: Pulkovo observatory. Latitude: 59 deg 46 min 18.550 sec N; Longitude: 30 deg 19 min 42.090 sec E (of Greenwich).,1958,7024,8901,1192,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,0
-6180,Estonia 1997,geodetic,Densification of ETRS89 during EUREF-ESTONIA97 campaign through transformation from ITRF96 at epoch 1997.56.,1997,7019,8901,1090,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces Estonia 1992 adjustment (code 6133).,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-08-18,2006.77,0
-6181,Luxembourg 1930,geodetic,Fundamental point: northern station of Habay-la-Neuve baseline in Belgium. Latitude: 49 deg 43 min 24.408 sec N; longitude: 5 deg 38 min 22.470 sec E (of Greenwich),1930,7022,8901,1146,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,0
-6182,Azores Occidental Islands 1939,geodetic,Fundamental point: Observatario Meteorologico Flores.,1939,7022,8901,1344,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-12-30,2005.85,0
-6183,Azores Central Islands 1948,geodetic,Fundamental point: Graciosa south west base. Latitude: 39 deg 03 min 54.934 sec N; longitude: 28 deg 02 min 23.882 sec W,1948,7022,8901,1301,Topographic mapping.,Replaced by 1995 adjustment (datum code 6665).,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/ Oil industry sources for origin description details.,EPSG,2003-12-31,2002.25 2003.231 2003.362,0
-6184,Azores Oriental Islands 1940,geodetic,Fundamental point: Forte de São Bras.,1940,7022,8901,1345,Topographic mapping.,Replaced by 1995 adjustment (datum code 6664).,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2003-08-14,2003.231,0
-6185,Madeira 1936,geodetic,Fundamental point: Madeira SE Base.,1936,7022,8901,1314,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1
-6188,OSNI 1952,geodetic,Position fixed to the coordinates from the 19th century Principle Triangulation of station Divis. Scale and orientation controlled by position of Principle Triangulation stations Knocklayd and Trostan.,1952,7001,8901,2530,Geodetic survey and topographic mapping.,Replaced by Geodetic Datum of 1965 alias 1975 Mapping Adjustment or TM75 (datum code 6300).,Ordnance Survey of Northern Ireland.,EPSG,2001-11-06,,0
-6189,Red Geodesica Venezolana,geodetic,Realised by a frame of 67 stations observed in 1995 as a densification of the SIRGAS campaign and adjusted in the ITRF94.,2000,7019,8901,1251,Geodetic survey.,,Servicio Autonomo de Geografia y Cartografia Nacional.,EPSG,2001-06-11,,0
-6190,Posiciones Geodesicas Argentinas 1998,geodetic,A geodetic network of 136 high accuracy surveyed points. Densification of SIRGAS 1995; ITRF94 at epoch 1995.42.,1998,7019,8901,1033,Geodetic survey.,"Technically, but at this record revision date not legally, replaces the 1994 POSGAR adjustment (code 6694).","Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",EPSG,2005-09-12,2003.372 2005.46 2005.48 2006.77,0
-6191,Albanian 1987,geodetic,,1987,7024,8901,1025,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-11-06,,0
-6192,Douala 1948,geodetic,"South pillar of Douala base; 4deg 00min 40.64sec N, 9deg 42min 30.41sec E",1948,7022,8901,2555,Topographic mapping.,Replaced by Manoca 1962 datum (code 6193).,TotalFinaElf,EPSG,2005-12-30,2005.83,0
-6193,Manoca 1962,geodetic,"Reservoir centre at the Manoca tower (""tube Suel""), 3deg 51min 49.896sec N, 9deg 36min 49.347sec E.",1962,7011,8901,2555,Topographic mapping.,The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this datum has used the IGN version. Replaces Douala 1948 (code 6192).,TotalFinaElf,EPSG,2002-01-18,,0
-6194,Qornoq 1927,geodetic,Fundamental point: Station 7008. Latitude: 64 deg 31 min 06.27 sec N; Longitude: 51 deg 12 min 24.86 sec W (of Greenwich).,1927,7022,8901,3362,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen. Origin coordinates from NIMA http://earth-info.nima.mil/",EPSG,2006-03-16,2003.362 2005.46 2006.22,0
-6195,Scoresbysund 1952,geodetic,,1952,7022,8901,2570,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-18,,0
-6196,Ammassalik 1958,geodetic,,1958,7022,8901,2571,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-18,,0
-6197,Garoua,geodetic,Fundamental point: IGN astronomical station and benchmark no. 16 at Tongo. Latitude 8 deg 55 min 08.74 sec N; longitude 13 deg 30 min 43.19 sec E (of Greenwich).,,7012,8901,2590,Topographic mapping.,,TotalFinaElf,EPSG,2002-02-12,,0
-6198,Kousseri,geodetic,IGN astronomical station Dabanga; 11deg 55min 05.9sec N 14deg 38min 40.8sec E.,,7012,8901,2591,Topographic mapping.,,TotalFinaElf,EPSG,2002-02-12,,0
-6199,Egypt 1930,geodetic,Fundamental point: Station F1 (Venus). Latitude: 30 deg 01 min 42.86 sec N; Longitude: 31 deg 16 min 37.05 sec E (of Greenwich).,1930,7022,8901,3242,Used for scientific purposes only.,"Note that Egypt 1930 uses the International 1924 ellipsoid, unlike the Egypt 1907 datum (code 6229) which uses the Helmert ellipsoid. Oil industry references to the Egypt 1930 datum name and the Helmert ellipsoid probably mean Egypt 1907 datum.",,EPSG,2002-02-12,,0
-6200,Pulkovo 1995,geodetic,Fundamental point: Pulkovo observatory. Latitude: 59 deg 46 min 15.359 sec N; Longitude: 30 deg 19 min 28.318 sec E (of Greenwich).,1995,7024,8901,1198,Scientific adjustment.,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",EPSG,1996-09-12,,0
-6201,Adindan,geodetic,Fundamental point: Station 15; Adindan. Latitude: 22 deg 10 min 07.110 sec N; Longitude: 31 deg 29 min 21.608 sec E (of Greenwich).,,7012,8901,1271,Topographic mapping.,"The 12th parallel traverse of 1966-70 (Point 58 datum, code 6620) is connected to the Adindan network in western Sudan. This has given rise to misconceptions that the Adindan network is used in west Africa.",,EPSG,2003-12-31,2002.431 2003.361,0
-6202,Australian Geodetic Datum 1966,geodetic,Fundamental point: Johnson Memorial Cairn. Latitude: 25 deg 56 min 54.5515 sec S; Longitude: 133 deg 12 min 30.0771 sec E (of Greenwich).,1966,7003,8901,1279,Topographic mapping.,,Australian Map Grid Technical Manual. National Mapping Council of Australia Technical Publication 7; 1972.,EPSG,2003-12-31,2003.361,0
-6203,Australian Geodetic Datum 1984,geodetic,Fundamental point: Johnson Memorial Cairn. Latitude: 25 deg 56 min 54.5515 sec S; Longitude: 133 deg 12 min 30.0771 sec E (of Greenwich).,1984,7003,8901,2576,Topographic mapping.,"Uses all data from 1966 adjustment with additional observations, improved software and a geoid model.","""GDA technical manual v2_2"", Intergovernmental Committee on Surveying and Mapping. www.anzlic.org.au/icsm/gdtm/",EPSG,2003-12-31,2003.29 2003.361,0
-6204,Ain el Abd 1970,geodetic,Fundamental point: Ain El Abd. Latitude: 28 deg 14 min 06.171 sec N; Longitude: 48 deg 16 min 20.906 sec E (of Greenwich).,1970,7022,8901,1272,Topographic mapping.,,,EPSG,2003-12-31,2003.361,0
-6205,Afgooye,geodetic,,,7024,8901,1214,Topographic mapping.,,,EPSG,1995-06-02,,0
-6206,Agadez,geodetic,,,7011,8901,1177,Topographic mapping.,,,EPSG,1995-06-02,,0
-6207,Lisbon 1937,geodetic,Fundamental point: Castelo Sao Jorge; Lisbon. Latitude: 38 deg 42 min 43.631 sec N; Longitude: 9 deg 07 min 54.862 sec W (of Greenwich).,1937,7022,8901,1294,Topographic mapping.,Replaces Lisbon 1890 adjustment (which used Bessel 1841 ellipsoid).,Instituto Geografico e Cadastral; Lisbon,EPSG,1995-06-02,2001.551,0
-6208,Aratu,geodetic,,,7022,8901,1274,Oil industry geodetic purposes.,,,EPSG,1995-06-02,,0
-6209,Arc 1950,geodetic,Fundamental point: Buffelsfontein. Latitude: 33 deg 59 min 32.000 sec S; Longitude: 25 deg 30 min 44.622 sec E (of Greenwich).,1950,7013,8901,1276,"Topographic mapping, geodetic survey.",,,EPSG,1995-06-02,,0
-6210,Arc 1960,geodetic,Fundamental point: Buffelsfontein. Latitude: 33 deg 59 min 32.000 sec S; Longitude: 25 deg 30 min 44.622 sec E (of Greenwich).,1960,7012,8901,1277,"Topographic mapping, geodetic survey.",,,EPSG,1995-06-02,,0
-6211,Batavia,geodetic,Fundamental point: Longitude at Batavia Astro. Station. Latitude: 6 deg 7 min 39.522 sec S; Longitude: 106 deg 48 min 27.790 sec E (of Greenwich). Latitude and azimuth at Genuk.,,7004,8901,1285,Topographic mapping.,,,EPSG,2003-12-31,2003.361,0
-6212,Barbados 1938,geodetic,"Fundamental point: HMS Challenger astro station M1, St. Anne's Tower; latitude 13 deg 04 min 32.53 sec N; longitude 59 deg 36 min 29.34 sec W (of Greenwich).",1938,7012,8901,1042,Topographic mapping.,,Ordnance Survey of Great Britain.,EPSG,1999-04-22,99.171 2005.,0
-6213,Beduaram,geodetic,,,7011,8901,2771,Topographic mapping.,,,EPSG,2004-09-01,2004.49,0
-6214,Beijing 1954,geodetic,,1954,7024,8901,1067,Topographic mapping.,,,EPSG,1995-06-02,,0
-6215,Reseau National Belge 1950,geodetic,Fundamental point: Lommel (tower). Latitude: 51 deg 13 min 47.334 sec N; Longitude: 5 deg 18 min 49.483 sec E (of Greenwich).,1950,7022,8901,1347,Topographic mapping.,,,EPSG,2003-12-18,2003.361,0
-6216,Bermuda 1957,geodetic,Fundamental point: Fort George base. Latitude 32 deg 22 min 44.36 sec N; longitude 64 deg 40 min 58.11 sec W (of Greenwich).,1957,7008,8901,1047,Topographic mapping.,,Various oil industry sources.,EPSG,2003-12-31,2003.362,0
-6218,Bogota 1975,geodetic,Fundamental point: Bogota observatory. Latitude: 4 deg 35 min 56.570 sec N; Longitude: 74 deg 4 min 51.300 sec W (of Greenwich).,1975,7022,8901,3229,Topographic mapping.,Replaces 1951 adjustment. Replaced by MAGNA-SIRGAS (datum code 6685).,"Instituto Geografico Agustin Codazzi (IGAC) special publication no. 1, 4th edition (1975) ""Geodesia: Resultados Definitvos de Parte de las Redes Geodesicas Establecidas en el Pais"".",EPSG,2007-07-02,2000.20 2005.06 2007.060,0
-6219,Bukit Rimpah,geodetic,2deg 00min 40.16sec S 105deg 51min 39.76sec E (of Greenwich).,,7004,8901,1287,Topographic mapping.,,,EPSG,1995-06-02,,0
-6220,Camacupa,geodetic,"Fundamental point: Campo de Aviaçao. Latitude: 12 deg 01 min 09.070 sec South, Longitude = 17 deg 27 min 19.800 sec East of Greenwich",1948,7012,8901,1288,Coastal hydrography.,,"Portuguese Hydrographic Institute and Clifford J. Mugnier, PE&RS journal, March 2001.",EPSG,2006-12-05,2003.361 2006.973,0
-6221,Campo Inchauspe,geodetic,Fundamental point: Campo Inchauspe. Latitude: 35 deg 58 min 16.56 sec S; Longitude: 62 deg 10 min 12.03 sec W (of Greenwich).,,7022,8901,1033,Topographic mapping.,,NIMA http://earth-info.nima.mil/,EPSG,2005-09-05,2003.361 2005.46,0
-6222,Cape,geodetic,Fundamental point: Buffelsfontein. Latitude: 33 deg 59 min 32.000 sec S; Longitude: 25 deg 30 min 44.622 sec E (of Greenwich).,,7013,8901,1290,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",EPSG,1996-10-18,96.25 99.69,0
-6223,Carthage,geodetic,Fundamental point: Carthage. Latitude: 40.9464506g = 36 deg 51 min 06.50 sec N; Longitude: 8.8724368g E of Paris = 10 deg 19 min 20.72 sec E of Greenwich.,1925,7011,8901,1236,Topographic mapping.,Fundamental point astronomic coordinates determined in 1878.,,EPSG,2004-01-15,2003.362 2003.05,0
-6224,Chua,geodetic,Fundamental point: Chua. Latitude: 19 deg 45 min 41.160 sec S; Longitude: 48 deg 06 min 07.560 sec W (of Greenwich).,,7022,8901,3356,Geodetic survey.,"The Chua origin and associated triangulation network is in Brazil, but with a connecting traverse through northern Paraguay. The Chua system was used in Brazil only as input into the Corrego Allegre adjustment (datum code 6225).",NIMA http://earth-info.nima.mil/,EPSG,2006-07-14,2003.361 2005.46 2005.84 2006.49,0
-6225,Corrego Alegre,geodetic,Fundamental point: Corrego Alegre. Latitude: 19 deg 50 min 15.140 sec S; Longitude: 48 deg 57 min 42.750 sec W (of Greenwich).,,7022,8901,1293,"Topographic mapping, geodetic survey. Superseded by SAD69.",NIMA gives coordinates of origin as Latitude: 19 deg 50 min 15.140 sec S; Longitude: 48 deg 57 min 42.750 sec W.,IGBE and NIMA http://earth-info.nima.mil/,EPSG,2006-02-09,2005.841,0
-6226,Cote d'Ivoire,geodetic,,,7011,8901,1075,Topographic mapping.,,,EPSG,1995-06-02,2001.11,1
-6227,Deir ez Zor,geodetic,Fundamental point: Trig. 254 Deir. Latitude: 35 deg 21 min 49.975 sec N; Longitude: 40 deg 05 min 46.770 sec E (of Greenwich).,,7011,8901,1623,Topographic mapping.,,,EPSG,2003-12-31,2003.361,0
-6228,Douala,geodetic,,,7011,8901,1060,Topographic mapping.,,,EPSG,1995-06-02,,1
-6229,Egypt 1907,geodetic,Fundamental point: Station F1 (Venus). Latitude: 30 deg 01 min 42.86 sec N; Longitude: 31 deg 16 min 33.60 sec E (of Greenwich).,1907,7020,8901,1086,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,,EPSG,1995-06-02,,0
-6230,European Datum 1950,geodetic,Fundamental point: Potsdam (Helmert Tower). Latitude: 52 deg 22 min 51.4456 sec N; Longitude: 13 deg 3 min 58.9283 sec E (of Greenwich).,1950,7022,8901,1296,"Topographic mapping, geodetic survey.",,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2003-12-31,2003.361,0
-6231,European Datum 1987,geodetic,Fundamental point: Potsdam (Helmert Tower). Latitude: 52 deg 22 min 51.4456 sec N; Longitude: 13 deg 3 min 58.9283 sec E (of Greenwich).,1987,7022,8901,1297,Scientific network.,,,EPSG,2003-12-31,2003.362,0
-6232,Fahud,geodetic,Fundamental point: Station NO68-024 Fahud. Latitude: 22 deg 17 min 31.182 sec N; Longitude: 56 deg 29 min 18.820 sec E (of Greenwich).,,7012,8901,3288,Oil industry mapping.,Replaced by PSD93 (code 6134).,Petroleum Development Oman.,EPSG,1995-06-02,,0
-6233,Gandajika 1970,geodetic,,1970,7022,8901,1152,Topographic mapping.,,,EPSG,1995-06-02,,1
-6234,Garoua,geodetic,,,7011,8901,1060,Topographic mapping.,The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this datum has used the IGN version.,,EPSG,1995-06-02,,1
-6235,Guyane Francaise,geodetic,,,7022,8901,1097,Topographic mapping.,,,EPSG,1995-06-02,,1
-6236,Hu Tzu Shan,geodetic,Fundamental point: Hu Tzu Shan. Latitude: 23 deg 58 min 32.34 sec N; Longitude: 120 deg 58 min 25.975 sec E (of Greenwich).,,7022,8901,3315,Topographic mapping.,,NIMA http://earth-info.nima.mil/,EPSG,2005-12-30,2003.362 2005.46 2005.83,0
-6237,Hungarian Datum 1972,geodetic,"Fundamental point: Szolohegy. Latitude: 47 deg 17 min 32,6156 sec N; Longitude 19 deg 36 min 09.9865 sec E; geoid height 6.56m.",1972,7036,8901,1119,Topographic mapping.,,http://lazarus.elte.hu/gb/geodez/geod3.htm,EPSG,1996-10-18,96.09,0
-6238,Indonesian Datum 1974,geodetic,"Fundamental point: Padang. Latitude: 0 deg 56 min 38.414 sec S; Longitude: 100 deg 22 min 8.804 sec E (of Greenwich). Ellipsoidal height 3.190m, gravity-related height 14.0m above mean sea level.",1974,7021,8901,1122,Topographic mapping.,Replaced by DGN95.,Bakosurtanal 1979 paper by Jacob Rais.,EPSG,2006-08-25,2002.151 2006.81,0
-6239,Indian 1954,geodetic,Extension of Kalianpur 1937 over Myanmar and Thailand.,1954,7015,8901,1304,Topographic mapping.,,,EPSG,2003-12-31,2003.361,0
-6240,Indian 1975,geodetic,Fundamental point: Khau Sakaerang,1975,7015,8901,1231,Topographic mapping.,,,EPSG,1995-06-02,,0
-6241,Jamaica 1875,geodetic,Fundamental point: Fort Charles Flagstaff. Latitude: 17 deg 55 min 55.800 sec N; Longitude: 76 deg 56 min 37.260 sec W (of Greenwich).,1875,7034,8901,3342,Topographic mapping.,,"Survey Department, Government of Jamaica, 1983.",EPSG,2004-09-12,2004.51,0
-6242,Jamaica 1969,geodetic,Fundamental point: Fort Charles Flagstaff. Latitude: 17 deg 55 min 55.800 sec N; Longitude: 76 deg 56 min 37.260 sec W (of Greenwich).,1969,7008,8901,3342,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Survey Department, Government of Jamaica, 1983.",EPSG,2004-09-12,2004.51,0
-6243,Kalianpur 1880,geodetic,Fundamental point: Kalianpur. Latitude: 24 deg 07 min 11.260 sec N; Longitude: 77 deg 39 min 17.570 sec E (of Greenwich).,1880,7042,8901,1307,Topographic mapping.,Includes 1916 extension into Burma (Myanmar). Replaced by 1937 adjustment.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",EPSG,2004-04-27,97.23 2004.27,0
-6244,Kandawala,geodetic,,,7015,8901,3310,Topographic mapping.,,,EPSG,1995-06-02,,0
-6245,Kertau 1968,geodetic,Fundamental point: Kertau. Latitude: 3 deg 27 min 50.710 sec N; Longitude: 102 deg 37 min 24.550 sec E (of Greenwich).,1968,7018,8901,1309,"Geodetic survey, cadastre.",Replaces MRT48 and earlier adjustments. Adopts metric conversion of 39.370113 inches per metre. Not used for 1969 metrication of RSO grid - see Kertau (RSO) (code 6751).,Defence Geographic Centre.,EPSG,2006-07-31,2006.251,0
-6246,Kuwait Oil Company,geodetic,Fundamental point: K28. Latitude: 29 deg 03 min 42.348 sec N; Longitude: 48 deg 08 min 42.558 sec E (of Greenwich).,1952,7012,8901,3267,Oil industry mapping.,,,EPSG,2004-06-16,2004.41,0
-6247,La Canoa,geodetic,Fundamental point: La Canoa. Latitude: 8 deg 34 min 17.170 sec N; Longitude: 63 deg 51 min 34.880 sec W (of Greenwich).,,7022,8901,3327,"Geodetic survey, topographic mapping, engineering survey.",Origin also adopted for PSAD56.,,EPSG,1995-06-02,,0
-6248,Provisional South American Datum 1956,geodetic,Fundamental point: La Canoa. Latitude: 8 deg 34 min 17.170 sec N; Longitude: 63 deg 51 min 34.880 sec W (of Greenwich).,1956,7022,8901,1348,Topographic mapping.,Same origin as La Canoa datum.,,EPSG,1995-06-02,,0
-6249,Lake,geodetic,Fundamental point: Maracaibo Cathedral. Latitude: 10 deg 38 min 34.678 sec N; Longitude: 71 deg 36 min 20.224 sec W (of Greenwich).,,7022,8901,1312,Oil industry mapping.,,,EPSG,1995-06-02,,0
-6250,Leigon,geodetic,"Fundamental point: GCS Station 121, Leigon. Latitude: 5 deg 38 min 52.27 sec N; Longitude: 0 deg 11 min 46.08 sec W (of Greenwich).",,7012,8901,1104,Topographic mapping.,Replaced Accra datum (code 6168) from 1978. Coordinates at Leigon fundamental point defined as Accra datum values for that point.,Ordnance Survey International,EPSG,1995-06-02,,0
-6251,Liberia 1964,geodetic,Fundamental point: Robertsfield. Latitude: 6 deg 13 min 53.02 sec N; Longitude: 10 deg 21 min 35.44 sec W (of Greenwich).,1964,7012,8901,3270,Topographic mapping.,,NIMA http://earth-info.nima.mil/,EPSG,2005-09-05,2003.362 2005.46,0
-6252,Lome,geodetic,,,7011,8901,1232,Topographic mapping.,,,EPSG,1995-06-02,,0
-6253,Luzon 1911,geodetic,Fundamental point: Balacan. Latitude: 13 deg 33 min 41.000 sec N; Longitude: 121 deg 52 min 03.000 sec E (of Greenwich).,1911,7008,8901,1190,Topographic mapping.,Replaced by Philippine Reference system of 1992 (datum code 6683).,Coast and Geodetic Survey,EPSG,2004-12-24,2004.73,0
-6254,Hito XVIII 1963,geodetic,Chile-Argentina boundary survey.,1963,7022,8901,1303,Geodetic survey.,Used in Tierra del Fuego.,Various oil company records.,EPSG,1995-06-02,,0
-6255,Herat North,geodetic,Fundamental point: Herat North. Latitude: 34 deg 23 min 09.08 sec N; Longitude: 64 deg 10 min 58.94 sec E (of Greenwich).,,7022,8901,1024,Topographic mapping.,,NIMA http://earth-info.nima.mil/,EPSG,2005-09-05,2003.362 2005.46,0
-6256,Mahe 1971,geodetic,Fundamental point: Mahe,1971,7012,8901,1208,Topographic mapping.,,,EPSG,1995-06-02,,0
-6257,Makassar,geodetic,"Fundamental point: station P1, Moncongloe. Latitude: 5 deg 08 min 41.42 sec S; long 119 deg 24 min 14.94 sec E of Greenwich.",,7004,8901,1316,Topographic mapping.,,NIMA http://earth-info.nima.mil/,EPSG,2005-09-05,2003.361 2005.46,0
-6258,European Terrestrial Reference System 1989,geodetic,"Fixed to the stable part of the Eurasian continental
-plate and consistent with ITRS at the epoch 1989.0.",1989,7019,8901,1298,Geodetic survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used for the realisation.,,EPSG,2003-08-14,97.11 97.55 99.111 2000.72 2003.26,0
-6259,Malongo 1987,geodetic,Fundamental point: Station Y at Malongo base camp. Latitude: 5 deg 23 min 30.810 sec S; Longitude: 12 deg 12 min 01.590 sec E (of Greenwich).,1987,7022,8901,3180,Oil industry offshore exploration and production from 1987.,"Replaced Mhast (offshore) (code 6705) in 1987. Origin coordinates constrained to those of Mhast (offshore) but other station coordinates differ. References to ""Mhast"" since 1987 often should have stated ""Malongo 1987"".",Chevron Petroleum Technology.,EPSG,2006-01-06,2005.751,0
-6260,Manoca,geodetic,,,7012,8901,1060,Topographic mapping.,,,EPSG,1995-06-02,,1
-6261,Merchich,geodetic,Fundamental point: Merchich. Latitude: 33 deg 26 min 59.672 sec N; Longitude: 7deg 33 min 27.295sec W (of Greenwich).,1922,7011,8901,3280,Topographic mapping.,,,EPSG,2003-12-31,2003.361,0
-6262,Massawa,geodetic,,,7004,8901,1089,Topographic mapping.,,,EPSG,1995-06-02,,0
-6263,Minna,geodetic,Fundamental point: Minna base station L40. Latitude: 9 deg 38 min 08.87 sec N; Longitude: 6 deg 30 min 58.76 sec E (of Greenwich).,,7012,8901,1178,Topographic mapping.,,NIMA http://earth-info.nima.mil/,EPSG,2005-09-05,2003.361 2005.46,0
-6264,Mhast,geodetic,,,7022,8901,1318,Coastal hydrography.,,,EPSG,1995-06-02,,1
-6265,Monte Mario,geodetic,Fundamental point: Monte Mario. Latitude: 41 deg 55 min 25.51 sec N; Longitude: 12 deg 27 min 08.4 sec E (of Greenwich).,1940,7022,8901,3343,Topographic mapping.,"Replaced Genova datum, Bessel 1841 ellipsoid, from 1940.",,EPSG,2003-12-31,2003.36,0
-6266,M'poraloko,geodetic,,,7011,8901,1100,Topographic mapping.,,,EPSG,1995-06-02,,0
-6267,North American Datum 1927,geodetic,Fundamental point: Meade's Ranch. Latitude: 39 deg 13 min 26.686 sec N; Longitude: 98 deg 32 min 30.506 sec W (of Greenwich).,1927,7008,8901,1349,Topographic mapping.,Replaced by North American Datum 1983 (NAD83),,EPSG,1995-06-02,,0
-6268,NAD Michigan,geodetic,Fundamental point: Meade's Ranch. Latitude: 39 deg 13 min 26.686 sec N; Longitude: 98 deg 32 min 30.506 sec W (of Greenwich).,,7009,8901,1391,Topographic mapping.,,,EPSG,1995-06-02,,0
-6269,North American Datum 1983,geodetic,Origin at geocentre.,1986,7019,8901,1350,Topographic mapping.,"Although the 1986 adjustment included connections to Greenland and Mexico, it has not been adopted there.",,EPSG,2006-07-19,2006.464,0
-6270,Nahrwan 1967,geodetic,Fundamental point: Nahrwan south base. Latitude: 33 deg 19 min 10.87 sec N; Longitude: 44 deg 43 min 25.54 sec E (of Greenwich).,1967,7012,8901,1351,Topographic mapping.,"In Iraq, replaces Nahrwan 1934.",,EPSG,2006-06-02,2006.34,0
-6271,Naparima 1972,geodetic,Fundamental point: Naparima. Latitude: 10 deg 16 min 44.860 sec N; Longitude: 61 deg 27 min 34.620 sec W (of Greenwich).,1972,7022,8901,1322,Topographic mapping.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,EPSG,1995-06-02,,0
-6272,New Zealand Geodetic Datum 1949,geodetic,Fundamental point: Papatahi. Latitude: 41 deg 19 min 8.900 sec S; Longitude: 175 deg 02 min 51.000 sec E (of Greenwich).,1949,7022,8901,3285,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by New Zealand Geodetic Datum 2000 (code 6167) from March 2000.,Land Information New Zealand. http://www.linz.govt.nz/rcs/linz/pub/web/root/core/SurveySystem/GeodeticInfo/GeodeticDatums/nzgd2000factsheet/index.jsp,EPSG,2004-03-26,2000.702 2004.11,0
-6273,NGO 1948,geodetic,Fundamental point: Oslo observatory. Latitude: 59 deg 54 min 43.7 sec N; Longitude: 10 deg 43 min 22.5 sec E (of Greenwich).,1948,7005,8901,1352,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-01-05,2003.362,0
-6274,Datum 73,geodetic,"Fundamental point: TF4, Melrica. Latitude: 39 deg 41 min 37.30 sec N; Longitude: 8 deg 07 min 53.31 sec W (of Greenwich).",1964,7022,8901,1294,Topographic mapping.,,Instituto Geografico e Cadastral; Lisbon,EPSG,1995-06-02,,0
-6275,Nouvelle Triangulation Francaise,geodetic,Fundamental point: Pantheon. Latitude: 48 deg 50 min 46.522 sec N; Longitude: 2 deg 20 min 48.667 sec E (of Greenwich).,1895,7011,8901,1326,Topographic mapping.,,,EPSG,2004-01-07,2003.361,0
-6276,NSWC 9Z-2,geodetic,,,7025,8901,1262,Satellite navigation.,Transit precise ephemeris before 1991.,,EPSG,1995-06-02,,0
-6277,OSGB 1936,geodetic,"Fundamental point: Pre 2002: Herstmonceux, Latitude: 50 deg 51 min 55.271 sec N; Longitude: 0 deg 20 min 45.882 sec E (of Greenwich). From April 2002 the datum is defined through the application of the OSTN02 transformation (tfm code 1039) to ETRS89.",1936,7001,8901,1264,Topographic mapping.Topographic mapping.Topographic mapping.Topographic mapping.,,Ordnance Survey of Great Britain,EPSG,2002-09-19,2002.62,0
-6278,OSGB 1970 (SN),geodetic,Fundamental point: Herstmonceux. Latitude: 50 deg 51 min 55.271 sec N; Longitude: 0 deg 20 min 45.882 sec E (of Greenwich).,1970,7001,8901,1264,Scientific network.,,,EPSG,2006-01-16,2005.88,0
-6279,OS (SN) 1980,geodetic,Fundamental point: Herstmonceux. Latitude: 50 deg 51 min 55.271 sec N; Longitude: 0 deg 20 min 45.882 sec E (of Greenwich).,1980,7001,8901,1354,Scientific network.,,,EPSG,1995-06-02,,0
-6280,Padang 1884,geodetic,Fundamental point: Padang,1884,7004,8901,1355,Topographic mapping.,,,EPSG,1995-06-02,,0
-6281,Palestine 1923,geodetic,Fundamental point: Point 82'M Jerusalem. Latitude: 31 deg 44 min 2.749 sec N; Longitude: 35 deg 12 min 43.490 sec E (of Greenwich).,1923,7010,8901,1356,Topographic mapping.,,,EPSG,2004-04-14,2004.15,0
-6282,Congo 1960 Pointe Noire,geodetic,Fundamental point: Point Noire Astro. Latitude: 4 deg 47 min 00.10 sec S; Longitude: 11 deg 51 min 01.55 sec E (of Greenwich).,1960,7011,8901,1072,Topographic mapping.,,Elf,EPSG,2003-12-31,2002.05 2003.361,0
-6283,Geocentric Datum of Australia 1994,geodetic,ITRF92 at epoch 1994.0,1994,7019,8901,2575,"Topographic mapping, geodetic survey.",Coincident with WGS84 to within 1 metre.,Australian Surveying and Land Information Group Internet WWW page. http://www.auslig.gov.au/geodesy/datums/gda.htm#specs,EPSG,1995-06-02,,0
-6284,Pulkovo 1942,geodetic,Fundamental point: Pulkovo observatory. Latitude: 59 deg 46 min 18.550 sec N; Longitude: 30 deg 19 min 42.090 sec E (of Greenwich).,1942,7024,8901,1357,Topographic mapping.,,,EPSG,1995-06-02,,0
-6285,Qatar 1974,geodetic,Fundamental point: Station G3,1974,7022,8901,1346,Topographic mapping.,,,EPSG,2001-08-28,2001.27,0
-6286,Qatar 1948,geodetic,Fundamental point: Sokey 0 M. Latitude: 25 deg 22 min 56.500 sec N; Longitude: 50 deg 45 min 41.000 sec E (of Greenwich).,1948,7020,8901,1346,Topographic mapping.,,,EPSG,1995-06-02,,0
-6287,Qornoq,geodetic,,1927,7022,8901,1107,Topographic mapping.,,,EPSG,1995-06-02,,1
-6288,Loma Quintana,geodetic,Fundamental point: Loma Quintana,,7022,8901,1313,Topographic mapping.,Replaced by La Canoa (code 6247).,,EPSG,1995-06-02,,0
-6289,Amersfoort,geodetic,Fundamental point: Amersfoort. Latitude: 52 deg 09 min 22.178 sec N; Longitude: 5 deg 23 min 15.478 sec E (of Greenwich).,,7004,8901,1275,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,http://www.rdnap.nl/,EPSG,2005-09-29,2000.56 2003.361 2005.46,0
-6291,South American Datum 1969,geodetic,,1969,7036,8901,1358,Topographic mapping.,SAD69 uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision is 0 to 31mm.,,EPSG,1996-10-18,96.09 97.252,1
-6292,Sapper Hill 1943,geodetic,,1943,7022,8901,3247,Topographic mapping.,,,EPSG,1995-06-02,,0
-6293,Schwarzeck,geodetic,Fundamental point: Schwarzeck. Latitude: 22 deg 45 min 35.820 sec S; Longitude: 18 deg 40 min 34.549 sec E of Greenwich. Fixed during German South West Africa-British Bechuanaland boundary survey of 1898-1903.,,7046,8901,1169,Topographic mapping.,,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",EPSG,2004-04-09,2001.15 2003.362,0
-6294,Segora,geodetic,,,7004,8901,1359,Topographic mapping.,,,EPSG,1995-06-02,,1
-6295,Serindung,geodetic,Fundamental point: Ep A. Latitude: 1 deg 06 min 10.60 sec N; Longitude: 105 deg 00 min 59.82 sec E (of Greenwich).,,7004,8901,1360,Topographic mapping.,,NIMA http://earth-info.nima.mil/,EPSG,2005-09-05,2003.362 2005.46,0
-6296,Sudan,geodetic,,,7011,8901,1361,Topographic mapping.,,,EPSG,1995-06-02,,1
-6297,Tananarive 1925,geodetic,Fundamental point: Tananarive observatory. Latitude: 18 deg 55 min 02.10 sec S; Longitude: 47 deg 33 min 06.75 sec E (of Greenwich).,2025,7022,8901,3273,Topographic mapping.,,IGN Paris,EPSG,2003-12-31,2003.361,0
-6298,Timbalai 1948,geodetic,Fundamental point: Station P85 at Timbalai. Latitude: 5 deg 17 min 3.548 sec N; Longitude: 115 deg 10 min 56.409 sec E (of Greenwich).,1948,7016,8901,1362,Topographic mapping.,"In 1968, the original adjustment was densified in Sarawak and extended to Sabah.",Defence Geographic Centre.,EPSG,2006-07-24,2006.252,0
-6299,TM65,geodetic,Adjusted to best mean fit 12 stations of the OSNI 1952 primary adjustment.,1965,7002,8901,1305,Topographic mapping.,"Differences between OSNI 1952 and TM65 at these stations are RMS 0.25m east, 0.23m north, maximum vector 0.57m. TM65 replaced by and not to be confused with Geodetic Datum of 1965 alias 1975 Mapping Adjustment or TM75 (datum code 6300).","""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2003-06-27,2002.621,0
-6300,Geodetic Datum of 1965,geodetic,Adjusted to best mean fit 9 stations of the OSNI 1952 primary adjustment in Northern Ireland plus the 1965 values of 3 stations in the Republic of Ireland.,1975,7002,8901,1305,"Geodetic survey, topographic mapping and engineering survey.",Differences from the 1965 adjustment (datum code 6299) are: average difference in Eastings 0.092m; average difference in Northings 0.108m; maximum vector difference 0.548m.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2003-06-27,2002.621,0
-6301,Tokyo,geodetic,Fundamental point: Nikon-Keido-Genten. Latitude: 35 deg 39 min 17.5148 sec N; Longitude: 139 deg 44 min 40.5020 sec E (of Greenwich).,,7004,8901,1364,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by Japanese Geodetic Datum 2000 (code 6611).,Geographic Survey Institute; Japan; Bulletin 40 (March 1994). Also http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,EPSG,2002-06-22,98.46 2002.08,0
-6302,Trinidad 1903,geodetic,"Station 00, Harbour Master's Flagstaff, Port of Spain.
-Trinidad 1903 / Trinidad Grid coordinates (Clarke's links): 333604.30 E, 436366.91 N (Latitude: 10 deg 38 min 39.01 sec N, Longitude: 61 deg 30 min 38.00 sec W of Greenwich)",1903,7007,8901,1339,Topographic mapping.,,"""Land Surveyor's Handbook"", 1935, published under the direction of JW MacGillivray, Surveyor General, Land & Survey's Department, Trinidad & Tobago.",EPSG,2004-03-01,2003.362 2004.13,0
-6303,Trucial Coast 1948,geodetic,Fundamental point: TC1. Latitude: 25 deg 23 min 50.190 sec N; Longitude: 55 deg 26 min 43.950 sec E (of Greenwich).,1948,7020,8901,1363,Oil industry mapping.,,,EPSG,1995-06-02,,0
-6304,Voirol 1875,geodetic,Fundamental point: Voirol. Latitude: 36 deg 45 min 07.927 sec N; Longitude: 3 deg 02 min 49.435 sec E of Greenwich. Uses RGS (and old IGN) value of 2 deg 20 min 13.95 sec for Greenwich-Paris meridian difference.,1875,7011,8901,1365,Topographic mapping.,Replaced by Voirol 1879 (code 6671).,IGN Paris,EPSG,2004-01-07,2003.361,0
-6306,Bern 1938,geodetic,Fundamental point: Old Bern observatory. Latitude: 46 deg 57 min 7.890 sec N; Longitude: 7 deg 26 min 22.335 sec E (of Greenwich).,1938,7004,8901,1286,Topographic mapping.,This redetermination of the coordinates of fundamental point is used for scientific purposes and as the graticule overprinted on topographic maps constructed on the CH1903 / LV03 projected CS (code 21781).,"""Die Projektionen der schweizerischen Plan- und Kartenwerke""; J. Bolliger 1967",EPSG,1995-06-02,,0
-6307,Nord Sahara 1959,geodetic,Coordinates of primary network readjusted on ED50 datum and then transformed conformally to Clarke 1880 (RGS) ellipsoid.,1959,7012,8901,1365,Topographic mapping.,Sometimes incorrectly referred to as Voirol Unifie 1960. Voirol Unifie 1960 is NOT a datum: it is two projected coordinate systems based on Nord Sahara 1959. See coordinate system codes 30791 and 30792.,"""Le System Geodesique Nord-Sahara""; IGN Paris",EPSG,2006-01-16,99.62 2003.361 2005.88,0
-6308,Stockholm 1938,geodetic,Fundamental point: Stockholm observatory,1938,7004,8901,3313,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RT90 adjustment (datum code 6124),,EPSG,1996-04-12,,0
-6309,Yacare,geodetic,Fundamental point: Yacare. Latitude: 30 deg 35 min 53.68 sec S; Longitude: 57 deg 25 min 01.30 sec W of Greenwich.,,7022,8901,1247,Topographic mapping.,,NIMA http://earth-info.nima.mil/,EPSG,2005-09-05,2003.362 2005.46,0
-6310,Yoff,geodetic,Fundamental point: Yoff. Latitude: 14 deg 44 min 41.62 sec N; Longitude: 17 deg 29 min 07.02 sec W of Greenwich.,,7011,8901,1207,Topographic mapping.,,,EPSG,2003-12-31,2003.362,0
-6311,Zanderij,geodetic,,,7022,8901,1222,Topographic mapping.,,,EPSG,1995-06-02,,0
-6312,Militar-Geographische Institut,geodetic,Fundamental point: Hermannskogel. Latitude: 48 deg 16 min 15.29 sec N; Longitude: 16 deg 17 min 41.06 sec E (of Greenwich).,1901,7004,8901,1321,Topographic mapping.,Croatia is planning to define a new modern datum to replace HR1901 (info from EuroGeographics; http://crs.ifag.de/).,Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,1995-06-02,,0
-6313,Reseau National Belge 1972,geodetic,Fundamental point: Uccle observatory. Latitude: 50 deg 47 min 57.704 sec N; Longitude: 4 deg 21 min 24.983 sec E (of Greenwich).,1972,7022,8901,1347,Topographic mapping.,,,EPSG,1995-06-02,,0
-6314,Deutsches Hauptdreiecksnetz,geodetic,Fundamental point: Rauenberg. Latitude: 52 deg 27 min 12.021 sec N; Longitude: 13 deg 22 min 04.928 sec E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.,,7004,8901,2326,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,BKG via EuroGeographics. http://crs.bkg.bund.de,EPSG,2006-06-12,2001.511 2006.41,0
-6315,Conakry 1905,geodetic,Fundamental point: Conakry. Latitude: 10.573766g N; Longitude: 17.833682g W (of Paris).,1905,7011,8901,3257,Topographic mapping.,,,EPSG,1995-06-02,,0
-6316,Dealul Piscului 1933,geodetic,Fundamental point: latitude 44 deg 24 min 33.9606 sec N; longitude 26 deg 06 min 44.8772 sec E (of Greenwich).,1933,7022,8901,3295,Topographic mapping.,Replaced by 1970 adjustment (datum code 6317),Institute for Geodesy Photogrametry and Land Management,EPSG,1996-04-12,,0
-6317,Dealul Piscului 1970,geodetic,Fundamental point: latitude 44 deg 24 min 23.7709 sec N; longitude 26deg 06 min 44.1265 sec E (of Greenwich).,1970,7024,8901,1197,Topographic mapping.,Replaces 1933 adjustment (datum code 6316),Institute for Geodesy Photogrametry and Land Management,EPSG,1996-04-12,,0
-6318,National Geodetic Network,geodetic,,1993,7030,8901,3267,Geodetic survey.,Replaces 1984 adjustment which used the WGS72 ellipsoid.,,EPSG,2004-06-16,2004.41,0
-6319,Kuwait Utility,geodetic,,,7019,8901,1310,"Cadastre, engineering survey.",,,EPSG,1996-04-12,,0
-6322,World Geodetic System 1972,geodetic,Developed from a worldwide distribution of terrestrial and geodetic satellite observations and defined through a set of station coordinates.,1972,7043,8901,1262,Satellite navigation.,Used by GPS before 1987. For Transit satellite positioning see also WGS 72BE.,NIMA http://earth-info.nima.mil/,EPSG,2006-08-24,99.03 2003.362 2005.46 2006.82,0
-6324,WGS 72 Transit Broadcast Ephemeris,geodetic,,1972,7043,8901,1262,Satellite navigation.,Alleged datum for use with Transit broadcast ephemeris prior to 1989. Relationship to WGS 72 has changed over time.,,EPSG,2006-08-24,99.03 2006.82,0
-6326,World Geodetic System 1984,geodetic,"Defined through a consistent set of station coordinates. These have changed with time: by 0.7m on 29/6/1994 [WGS 84 (G730)], a further 0.2m on 29/1/1997 [WGS 84 (G873)] and a further 0.06m on 20/1/2002 [WGS 84 (G1150)].",1984,7030,8901,1262,Satellite navigation.,"EPSG's WGS 84 datum has been the then current realisation. No distinction is made between the original WGS 84 frame, WGS 84 (G730), WGS 84 (G873) and WGS 84 (G1150). Since 1997, WGS 84 has been maintained within 10cm of the then current ITRF.","NIMA TR8350.2 June 2004 revision. http://earth-info.nga.mil/GandG/publications/tr8350.2/tr8350_2.html and
-http://gis-lab.info/docs/nima-tr8350.2-addendum.pdf",EPSG,2006-08-25,2002.151 2002.89 2003.27 2005.46 2005.55 2006.81,0
-6600,Anguilla 1957,geodetic,"Fundamental point: station A4, Police.",1957,7012,8901,3214,Topographic mapping.,,Ordnance Survey of Great Britain.,EPSG,1999-04-22,,0
-6601,Antigua 1943,geodetic,Fundamental point: station A14.,1943,7012,8901,1273,Topographic mapping.,,Ordnance Survey of Great Britain.,EPSG,1999-04-22,,0
-6602,Dominica 1945,geodetic,Fundamental point: station M12.,1945,7012,8901,3239,Topographic mapping.,,Ordnance Survey of Great Britain.,EPSG,1999-04-22,,0
-6603,Grenada 1953,geodetic,"Fundamental point: station GS8, Sante Marie.",1953,7012,8901,1551,Topographic mapping.,,Ordnance Survey of Great Britain.,EPSG,2006-02-09,2006.03,0
-6604,Montserrat 1958,geodetic,Fundamental point: station M36.,1958,7012,8901,3279,Topographic mapping.,,Ordnance Survey of Great Britain.,EPSG,1999-04-22,,0
-6605,St. Kitts 1955,geodetic,Fundamental point: station K12.,1955,7012,8901,3297,Topographic mapping.,,Ordnance Survey of Great Britain.,EPSG,1999-04-22,,0
-6606,St. Lucia 1955,geodetic,Fundamental point: station DCS3.,1955,7012,8901,3298,Topographic mapping.,,Ordnance Survey of Great Britain.,EPSG,1999-04-22,,0
-6607,St. Vincent 1945,geodetic,"Fundamental point: station V1, Fort Charlotte.",1945,7012,8901,3300,Topographic mapping.,,Ordnance Survey of Great Britain.,EPSG,2006-02-09,2006.03,0
-6608,North American Datum 1927 (1976),geodetic,Fundamental point: Meade's Ranch. Latitude: 39 deg 13 min 26.686 sec N; Longitude: 98 deg 32 min 30.506 sec W (of Greenwich).,1976,7008,8901,1367,"Geodetic survey, cadastre, topographic mapping, engineering survey.",NAD27(76) used in Ontario for all maps at scale 1/20 000 and larger; elsewhere in Canada for selected purposes.,Geodetic Survey of Canada.,EPSG,1999-05-12,,0
-6609,North American Datum 1927 (CGQ77),geodetic,Fundamental point: Meade's Ranch. Latitude: 39 deg 13 min 26.686 sec N; Longitude: 98 deg 32 min 30.506 sec W (of Greenwich).,1977,7008,8901,1368,"Geodetic survey, cadastre, topographic mapping, engineering survey.",NAD27 (CGQ77) used in Quebec for all maps at scale 1/20 000 and larger; generally for maps issued by the Quebec cartography office whose reference system is CGQ77.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,1999-05-12,,0
-6610,Xian 1980,geodetic,,1980,7049,8901,3228,"Geodetic survey, topographic and engineering survey.",,BP,EPSG,2002-02-12,,0
-6611,Hong Kong 1980,geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22deg 18min 12.82sec North, longitude 114deg 10min 18.75sec East.",1980,7022,8901,1118,"Geodetic survey, topgraphic and engineering survey, cadastre.",Replaces Hong Kong 1963 and Hong Kong 1963(67).,"Survey and Mapping Office, Lands Department. http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2006-02-06,2005.26,0
-6612,Japanese Geodetic Datum 2000,geodetic,ITRF94 at epoch 1997.0,2000,7019,8901,1129,"Geodetic survey, topographic and engineering survey.",Instigated under amendment to the Japanese Surveying Law with effect from April 2002. Replaces Tokyo datum (code 6301).,Japanese Survey Federation and Geographical Survey Institute http://www.gsi.go.jp/ENGLISH/RESEARCH/BULLETIN/vol-45/45abst1.htm,EPSG,2002-06-22,,0
-6613,Gunung Segara,geodetic,"Station P5 (Gunung Segara). Latitude 0deg 32min 12.83sec S, longitude 117deg 08min 48.47sec E (of Greenwich).",,7004,8901,1360,Topographic mapping.,,TotalFinaElf.,EPSG,2002-06-22,,0
-6614,Qatar National Datum 1995,geodetic,Defined by transformation from WGS 84 - see coordinate operation code 1840.,1995,7022,8901,1346,Topographic mapping.,,Qatar Centre for Geographic Information.,EPSG,2002-06-28,,0
-6615,Porto Santo 1936,geodetic,SE Base on Porto Santo island.,1936,7022,8901,1314,Topographic mapping.,Replaced by 1995 adjustment (datum code 6663). For Selvagens see Selvagem Grande (code 6616).,Instituto Geografico e Cadastral Lisbon http://www.igeo.pt,EPSG,2003-08-14,2003.231 2003.232,0
-6616,Selvagem Grande,geodetic,,,7022,8901,2779,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon http://www.igeo.pt,EPSG,2003-08-14,2003.232,0
-6618,South American Datum 1969,geodetic,Fundamental point: Chua. Geodetic latitude: 19 deg 45 min 41.6527 sec S; geodetic longitude: 48 deg 06 min 04.0639 sec W (of Greenwich). (Astronomic coordinates: Latitude 19 deg 45 min 41.34 +/- 0.05 sec S; Longitude 48 deg 06 min 07.80 +/- 0.08 sec W).,1969,7050,8901,1358,Topographic mapping.,SAD69 uses GRS 1967 ellipsoid but with 1/f to exactly 2 decimal places.,DMA 1974.,EPSG,2004-01-09,2003.362,0
-6619,SWEREF99,geodetic,Densification of ETRS89.,1982,7019,8901,1225,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,National Land Survey of Sweden http://www.lantmateriet.se,EPSG,2002-09-19,,0
-6620,Point 58,geodetic,Fundamental point: Point 58. Latitude: 3 deg 58 min 37.040 sec N; Longitude: 12 deg 52 min 44.045 sec E (of Greenwich).,1969,7012,8901,2790,Geodetic survey,Used as the basis for computation of the 12th Parallel traverse conducted 1966-70 from Senegal to Chad and connecting to the Adindan triangulation in Sudan.,IGN Paris.,EPSG,2002-09-19,,0
-6621,Fort Marigot,geodetic,,,7022,8901,2828,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RRAF 1991 (datum code 6640).,IGN Paris.,EPSG,2002-11-29,,0
-6622,Guadeloupe 1948,geodetic,,1948,7022,8901,2829,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RRAF 1991 (datum code 6640).,IGN Paris.,EPSG,2004-10-14,2004.561,0
-6623,Centre Spatial Guyanais 1967,geodetic,Fundamental point: Kourou-Diane. Latitude: 5 deg 15 min 53.699 sec N; Longitude: 52 deg 48 min 09.149 sec W (of Greenwich).,1967,7022,8901,3105,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RGFG95 (code 6624).,IGN Paris.,EPSG,2005-04-24,2004.562,0
-6624,Reseau Geodesique Francais Guyane 1995,geodetic,ITRF93 at epoch 1995.0,1995,7019,8901,1097,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces CSG67 (datum code 6623).,IGN Paris.,EPSG,2002-11-29,,0
-6625,Martinique 1938,geodetic,Fundamental point: Fort Desaix. Latitude: 14 deg 36 min 54.090 sec N; Longitude: 61 deg 04 min 04.030 sec W (of Greenwich).,1938,7022,8901,3276,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RRAF 1991 (datum code 6640).,IGN Paris.,EPSG,2004-10-14,2004.561,0
-6626,Reunion 1947,geodetic,Fundamental point: Piton des Neiges (Borne). Latitude: 21 deg 05 min 13.119 sec S; Longitude: 55 deg 29 min 09.193 sec E (of Greenwich).,1947,7022,8901,3337,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RGR92 (datum code 6627).,IGN Paris.,EPSG,2004-10-14,2004.561,0
-6627,Reseau Geodesique de la Reunion 1992,geodetic,ITRF91 at epoch 1993.0,1992,7019,8901,1196,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces Piton des Neiges (code 6626).,IGN Paris.,EPSG,2006-08-18,2006.77,0
-6628,Tahiti 52,geodetic,Fundamental point: Tahiti North Base. Latitude: 17 deg 38 min 10.0 sec S; Longitude: 149 deg 36 min 57.8 sec W (of Greenwich).,1952,7022,8901,2811,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by Tahiti 79 (datum code 6690) in Tahiti and Moorea 87 (code 6691) in Moorea.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2002-11-29,2005.38,0
-6629,Tahaa 54,geodetic,Fundamental point: Tahaa East Base. Latitude: 16 deg 33 min 20.97 sec S; Longitude: 151 deg 29 min 06.25 sec W (of Greenwich).,1954,7022,8901,2812,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,2005.38,0
-6630,IGN72 Nuku Hiva,geodetic,Fundamental point: Taiohae. Latitude: 8 deg 55 min 03.97 sec S; Longitude: 140 deg 05 min 36.24 sec W (of Greenwich).,1972,7022,8901,3129,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,2005.38,0
-6631,K0 1949,geodetic,,1949,7022,8901,2816,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,EPSG,2002-11-29,,1
-6632,Combani 1950,geodetic,,1950,7022,8901,3340,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,EPSG,2002-11-29,,0
-6633,IGN56 Lifou,geodetic,South end of the Goume base.,1956,7022,8901,2814,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2006.62,0
-6634,IGN72 Grande Terre,geodetic,North end of Gomen base.,1972,7022,8901,2822,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2006.62,0
-6635,ST87 Ouvea,geodetic,,1987,7022,8901,2813,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,EPSG,2002-11-29,,1
-6636,Petrels 1972,geodetic,Fundamental point: Astro station DZ on Ile de Petrels. Latitude: 66 deg 40 min 00 sec S; Longitude: 140 deg 00 min 46 sec E (of Greenwich).,1972,7022,8901,2817,"Geodetic survey, topographic mapping.",,IGN Paris.,EPSG,2002-11-29,,0
-6637,Pointe Geologie Perroud 1950,geodetic,Fundamental point: Astro station G.0 on Pointe Geologie. Latitude: 66 deg 39 min 30 sec S; Longitude: 140 deg 01 min 00 sec E (of Greenwich).,1950,7022,8901,2818,"Geodetic survey, topographic mapping.",,IGN Paris.,EPSG,2002-11-29,,0
-6638,Saint Pierre et Miquelon 1950,geodetic,,1950,7008,8901,1220,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,EPSG,2006-02-03,2006.06,0
-6639,MOP78,geodetic,,1978,7022,8901,2815,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,EPSG,2002-11-29,,0
-6640,Reseau de Reference des Antilles Francaises 1991,geodetic,WGS 84 coordinates of a single station determined during the 1988 Tango mission.,1991,7030,8901,2824,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces Fort Marigot and Sainte Anne (datum codes 6621-22) in Guadeloupe and Fort Desaix (datum code 6625) in Martinique.,IGN Paris.,EPSG,2004-03-26,2004.20,0
-6641,IGN53 Mare,geodetic,South-east end of the La Roche base.,1953,7022,8901,2819,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2006.62,0
-6642,ST84 Ile des Pins,geodetic,Pic Nga,1984,7022,8901,2820,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2006.62,0
-6643,ST71 Belep,geodetic,,1971,7022,8901,2821,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,EPSG,2002-11-29,,0
-6644,NEA74 Noumea,geodetic,Noumea old signal station.,1974,7022,8901,2823,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",EPSG,2006-07-21,2006.62,0
-6645,Reseau Geodesique Nouvelle Caledonie 1991,geodetic,ITRF90 at epoch 1989.0,1989,7022,8901,1174,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,EPSG,2002-11-29,,1
-6646,Grand Comoros,geodetic,Fundamental point: M'Tsaoueni. Latitude: 11 deg 28 min 32.200 sec S; Longitude: 43 deg 15 min 42.315 sec E (of Greenwich).,,7022,8901,2807,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,EPSG,2002-11-29,,0
-6647,International Terrestrial Reference Frame 1988,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1988,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1988.0. Replaced by ITRF89 (code 6648).,International Earth Rotation Service (IERS) Annual Report for 1988. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2006-10-13,2006.77 2006.892,0
-6648,International Terrestrial Reference Frame 1989,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1989,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1989.0. Replaces ITRF88 (code 6647). Replaced by ITRF90 (code 6649).,International Earth Rotation Service (IERS) Technical Note No. 6. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2006-10-13,2006.77 2006.892,0
-6649,International Terrestrial Reference Frame 1990,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1990,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1990.0. Replaces ITRF89 (code 6648). Replaced by ITRF91 (code 6650).,International Earth Rotation Service (IERS) Technical Note No. 9. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2006-10-13,2006.77 2006.892,0
-6650,International Terrestrial Reference Frame 1991,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1991,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1991.0. Replaces ITRF90 (code 6649). Replaced by ITRF92 (code 6651).,International Earth Rotation Service (IERS) Technical Note No. 12. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2006-10-13,2006.77 2006.892,0
-6651,International Terrestrial Reference Frame 1992,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1992,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1992.0. Replaces ITRF91 (code 6650). Replaced by ITRF93 (code 6652).,International Earth Rotation Service (IERS) Technical Note No. 15. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2006-10-13,2006.77 2006.892,0
-6652,International Terrestrial Reference Frame 1993,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1993,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1993.0. Replaces ITRF92 (code 6651). Replaced by ITRF94 (code 6653).,International Earth Rotation Service (IERS) Technical Note No. 18. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2006-10-13,2006.77 2006.892,0
-6653,International Terrestrial Reference Frame 1994,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1994,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1994.0. Replaces ITRF93 (code 6652). Replaced by ITRF96 (code 6654).,International Earth Rotation Service (IERS) Technical Note No. 20. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2006-10-13,2006.77 2006.892,0
-6654,International Terrestrial Reference Frame 1996,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1996,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1996.0. Replaces ITRF94 (code 6653). Replaced by ITRF97 (code 6655).,International Earth Rotation Service (IERS) Technical Note No. 24. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2006-10-13,2006.77 2006.892,0
-6655,International Terrestrial Reference Frame 1997,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1997,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1997.0. Replaces ITRF96 (code 6654). Replaced by ITRF2000 (code 6656).,International Earth Rotation Service (IERS) Technical Note No. 27. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2006-10-13,2006.77 2006.892,0
-6656,International Terrestrial Reference Frame 2000,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",2000,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 2000.0. Replaces ITRF97 (code 6655). Replaced by ITRF2005 (code 6758).,IGN Paris http://lareg.ensg.ign.fr/ITRF,EPSG,2006-10-13,2006.77 2006.892,0
-6657,Reykjavik 1900,geodetic,Fundamental point: Latitude: 64 deg 08 min 31.88 sec N; Longitude: 21 deg 55 min 51.15 sec W (of Greenwich).,1900,7051,8901,3262,Medium scale topographic mapping.,,Landmaelingar Islands (National Survey of Iceland).,EPSG,2003-06-27,,0
-6658,Hjorsey 1955,geodetic,Fundamental point: Latitude: 64 deg 31 min 29.26 sec N; Longitude: 22 deg 22 min 05.84 sec W (of Greenwich).,1955,7022,8901,3262,"1/50,000 scale topographic mapping.",,Landmaelingar Islands (National Survey of Iceland).,EPSG,2003-06-27,,0
-6659,Islands Network 1993,geodetic,ITRF93 at epoch 1993.6.,1996,7019,8901,1120,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Landmaelingar Islands (National Survey of Iceland).,EPSG,2006-08-18,2006.77,0
-6660,Helle 1954,geodetic,,1954,7022,8901,2869,"Geodetic survey, topographic mapping..",,Statens kartverk.,EPSG,2003-06-27,,0
-6661,Latvia 1992,geodetic,Constrained to 4 ETRS89 points in Latvia from the EUREF Baltic 1992 campaign.,1992,7019,8901,1139,"Topographic mapping, geodetic survey.",Densification of ETRS89 during the 1992 Baltic campaign.,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu/,EPSG,2003-06-27,,0
-6663,Porto Santo 1995,geodetic,SE Base on Porto Santo island. Origin and orientation constrained to those of the 1936 adjustment.,1995,7022,8901,1314,Topographic mapping.,"Classical and GPS observations. Replaces 1936 adjustment (datum code 6615).
-For Selvagens see Selvagem Grande (datum code 6616).",Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/,EPSG,2005-09-06,2005.46,0
-6664,Azores Oriental Islands 1995,geodetic,Fundamental point: Forte de São Bras. Origin and orientation constrained to those of the 1940 adjustment.,1940,7022,8901,1345,Topographic mapping.,Classical and GPS observations. Replaces 1940 adjustment (datum code 6184).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/,EPSG,2005-09-06,2005.46,0
-6665,Azores Central Islands 1995,geodetic,Fundamental point: Graciosa south west base. Origin and orientation constrained to those of the 1948 adjustment.,1948,7022,8901,1301,Topographic mapping.,Classical and GPS observations. Replaces 1948 adjustment (datum code 6183).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/,EPSG,2005-09-06,2005.46,0
-6666,Lisbon 1890,geodetic,Fundamental point: Castelo Sao Jorge; Lisbon. Latitude: 38 deg 42 min 43.631 sec N; Longitude: 9 deg 07 min 54.862 sec W of Greenwich.,1937,7004,8901,1294,Topographic mapping.,Replaced by Lisbon 1937 adjustment (which uses International 1924 ellipsoid).,Instituto Geografico e Cadastral Lisbon http://www.igeo.pt,EPSG,2003-12-18,2003.361,0
-6667,Iraq-Kuwait Boundary Datum 1992,geodetic,Four stations established between September and December 1991 determined by GPS and Doppler observations.,1992,7030,8901,2876,International boundary demarcation,,"United Nations Iraq-Kuwait Boundary Demarcation Commission, Final Report, May 1993.",EPSG,2003-09-01,,0
-6668,European Datum 1979,geodetic,Fundamental point: Potsdam (Helmert Tower). Latitude: 52 deg 22 min 51.4456 sec N; Longitude: 13 deg 3 min 58.9283 sec E (of Greenwich).,1979,7022,8901,1297,Scientific network.,Replaced by 1987 adjustment.,,EPSG,2003-12-31,,0
-6670,Istituto Geografico Militaire 1995,geodetic,Network of 1296 points observed 1992-1995 and adjusted in 1996 constrained to 9 ETRS89 points. Densification of ETRS89 in Italy.,1995,7030,8901,1127,Geodetic survey and scientific study.,,ENI,EPSG,2004-01-07,,0
-6671,Voirol 1879,geodetic,Fundamental point: Voirol. Latitude: 36 deg 45 min 08.199 sec N; Longitude: 3 deg 02 min 49.435 sec E of Greenwich. Uses RGS (and old IGN) value of 2 deg 20 min 13.95 sec for Greenwich-Paris meridian difference.,1879,7011,8901,1365,Topographic mapping.,Replaces Voirol 1875 (code 6304).,IGN Paris,EPSG,2004-01-07,,0
-6672,Chatham Islands Datum 1971,geodetic,,1971,7022,8901,2889,"Geodetic survey, topographic mapping, engineering survey.",Replaced by Chatham Islands Datum 1979 (code 6673).,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",EPSG,2004-02-17,,0
-6673,Chatham Islands Datum 1979,geodetic,Fundamental point: station Astro. Latitude: 43 deg 57 min 23.60 sec S; Longitude: 176 deg 34 min 28.65 sec W (of Greenwich).,1979,7022,8901,2889,"Geodetic survey, topographic mapping, engineering survey.",Replaces Chatham Islands Datum 1971 (code 6672). Replaced by New Zealand Geodetic Datum 2000 (code 6167) from March 2000.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",EPSG,2004-02-17,,0
-6674,Sistema de Referencia Geocentrico para America del Sur 2000,geodetic,ITRF2000 at epoch 2000.40.,2000,7019,8901,3418,Geodetic survey.,Realised by a frame of 184 stations observed in 2000 and adjusted in the ITRF2000. Includes ties to tide gauges. Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America.,"IBGE Brazil, http://www1.ibge.gov.br/",EPSG,2006-08-18,2005.46 2005.83 2006.465 2006.77,0
-6675,Guam 1963,geodetic,Fundamental point: Tagcha. Latitude: 13 deg 22 min 38.49 sec N; Longitude: 144 deg 45 min 51.56 sec E (of Greenwich).,1963,7008,8901,3255,Topographic mapping.,Replaced by NAD83(HARN),US National Geospatial Intelligence Agency (NGA). http://earth-info.nga.mil/,EPSG,2005-09-06,2005.46,0
-6676,Vientiane 1982,geodetic,Fundamental point: Vientiane (Nongteng) Astro Pillar. Latitude: 18 deg 01 min 31.6301 sec N; Longitude: 102 deg 30 min 56.6999 sec E (of Greenwich).,1982,7024,8901,1138,Topographic mapping.,Replaced by Lao 1993.,National Geographic Department,EPSG,2004-04-27,,0
-6677,Lao 1993,geodetic,Fundamental point: Lao 1982 coordinates of Pakxa pillar. Latitude: 18 deg 23 min 57.0056 sec N; Longitude: 103 deg 38 min 41.8020 sec E (of Greenwich). Orientation parallel with WGS 84.,1993,7024,8901,1138,Topographic mapping.,Replaces Vientiane 1982. Replaced by Lao 1997,National Geographic Department,EPSG,2004-04-27,,0
-6678,Lao National Datum 1997,geodetic,Fundamental point: Vientiane (Nongteng) Astro Pillar. Latitude: 18 deg 01 min 31.3480 sec N; Longitude: 102 deg 30 min 57.1376 sec E (of Greenwich).,1997,7024,8901,1138,"Cadastre, topographic mapping, engineering survey.",Replaces Lao 1993.,National Geographic Department,EPSG,2004-04-27,,0
-6679,Jouik 1961,geodetic,,1961,7012,8901,2967,Hydrographic charting.,Replaced by Mauritania 1999 (datum code 6702).,Woodside,EPSG,2006-06-12,2006.44,0
-6680,Nouakchott 1965,geodetic,Nouakchott astronomical point.,1965,7012,8901,2968,Topographic survey.,"Triangulation limited to environs of Nouakchott. Extended in 1982 by satellite translocation from a single station ""Ruines"" to support Syledis chain for offshore operations. Replaced by Mauritania 1999 (datum code 6602).",IGN Paris and various industry sources.,EPSG,2006-06-12,2006.44,0
-6681,Mauritania 1999,geodetic,,1999,7012,8901,1157,"Minerals management, topographic mapping.","A network of 36 GPS stations tied to ITRF96, 8 of which are IGN astronomic points.",Woodside,EPSG,2004-10-14,,1
-6682,Gulshan 303,geodetic,"Gulshan garden, Dhaka.",1995,7015,8901,1041,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Network of more than 140 control points observed and adjusted in 1995 by Japan International Cooperation Agency (JICA).,Survey of Bangladesh via IGN Paris and Tullow Oil.,EPSG,2006-06-22,2006.47,0
-6683,Philippine Reference System 1992,geodetic,"Fundamental point: Balacan. Latitude: 13 deg 33 min 41.000 sec N; Longitude: 121 deg 52 min 03.000 sec E (of Greenwich), geoid-ellipsoid separation 0.34m.",1992,7008,8901,1190,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces Luzon 1911 datum (code 6253).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",EPSG,2004-12-24,,0
-6684,Gan 1970,geodetic,,1970,7022,8901,3274,Topographic mapping.,"In some references incorrectly named ""Gandajika 1970"". See datum code 6685.",Various industry sources.,EPSG,2005-04-14,,0
-6685,Gandajika,geodetic,Gandajika base,1953,7022,8901,1259,Topographic mapping.,In some references incorrectly attributed to the Maldives. See datum code 6684.,Various industry sources.,EPSG,2005-04-14,,1
-6686,Marco Geocentrico Nacional de Referencia,geodetic,ITRF94 at epoch 1995.4. Bogota observatory coordinates: Latitude: 4 deg 35 min 46.3215 sec N; Longitude: 74 deg 04 min 39.0285 sec W (of Greenwich).,2004,7019,8901,3229,Geodetic survey.,Densification of SIRGAS 1995 within Colombia. Replaces Bogota 1975 (datum code 6218).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2006.77 2007.060,0
-6687,Reseau Geodesique de la Polynesie Francaise,geodetic,"ITRF92 at epoch 1993.0. Densification by GPS of the Reference Network of French Polynesia, a coordinate set of 13 stations determined through DORIS observations.",1993,7019,8901,1098,Geodetic survey.,"Replaces Tahaa 54 (datum code 6629), IGN 63 Hiva Oa (6689), IGN 72 Nuku Hiva (6630), Maupiti 83 (6692), MHEFO 55 (6688), Moorea 87 (6691) and Tahiti 79 (6690).","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",EPSG,2006-08-18,2006.77,0
-6688,Fatu Iva 72,geodetic,Fundamental point: Latitude: 9 deg 25 min 58.00 sec S; Longitude: 138 deg 55 min 06.25 sec W (of Greenwich).,1972,7022,8901,3133,Hydrographic and topographic survey.,Recomputed by IGN in 1972 using origin and observations of 1953-1955 Mission Hydrographique des Establissements Francais d'Oceanie (MHEFO 55). Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-6689,IGN63 Hiva Oa,geodetic,Fundamental point: Atuona. Latitude: 9 deg 48 min 27.20 sec S; Longitude: 139 deg 02 min 15.45 sec W (of Greenwich).,1963,7022,8901,3130,Hydrographic and topographic survey.,Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-6690,Tahiti 79,geodetic,Fundamental point: Tahiti North Base. Latitude: 17 deg 38 min 10.0 sec S; Longitude: 149 deg 36 min 57.8 sec W (of Greenwich).,1979,7022,8901,3124,Hydrographic and topographic survey.,Replaces Tahiti 52 (datum code 6628) in Tahiti. Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-6691,Moorea 87,geodetic,Two stations on Tahiti whose coordinates from the Tahiti 1979 adjustment were held fixed.,1987,7022,8901,3125,Hydrographic and topographic survey.,Replaces Tahiti 52 (datum code 6628) in Moorea. Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-6692,Maupiti 83,geodetic,Fundamental point: Pitiahe South Base. Latitude: 16 deg 28 min 28.942 sec S; Longitude: 152 deg 14 min 55.059 sec W (of Greenwich).,1983,7022,8901,3126,Hydrographic and topographic survey.,Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",EPSG,2005-08-12,,0
-6693,Nakhl-e Ghanem,geodetic,"Coordinates of two stations determined with respect to ITRF 2000 at epoch 2005.2: BMT1 latitude 27 deg 42 min 09.8417 sec N, longitude 52 deg 12 min 11.0362 sec E; Total1 latitude 27 deg 31 min 03.8896 sec N, longitude 52 deg 36 min 13.1312 sec E.",2005,7030,8901,2362,Engineering survey for onshore facilities for South Pars phase 11 and Pars LNG.,,Total,EPSG,2006-08-18,2006.77,0
-6694,Posiciones Geodesicas Argentinas 1994,geodetic,A geodetic network of 127 high accuracy surveyed points based on WGS 84 that define the National Geodetic System (Sistema Geodésico Nacional).,1994,7019,8901,1033,"Topographic mapping, geodetic survey.","Una red geodésica de 127 puntos materializados
-en el terreno que definen el Sistema Geodésico Nacional.
-Technically, but at this record revision date not legally, replaced by POSGAR 98 (code 6190).","Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",EPSG,2005-09-12,,0
-6695,Katanga 1955,geodetic,Fundamental point: Tshinsenda A. Latitude: 12 deg 20 min 31.568 sec S; Longitude: 28 deg 01 min 02.971 sec E.,1955,7008,8901,3147,"Cadastre, topographic mapping, engineering survey.",Replaces earlier adjustments.,"Clifford J. Mugnier, in Photogrammetric Engineering and Remote Sensing, June 2005.",EPSG,2005-09-30,,0
-6696,Kasai 1953,geodetic,"Two stations of the Katanga triangulation with ellipsoid change applied: Kabila, latitude 6 deg 58 min 34.023 sec S, longitude 23 deg 50 min 24.028 sec E; and Gandajika NW base, latitude 6 deg 45 min 01.057 sec S, longitude 23 deg 57 min 03.038 sec E.",1955,7012,8901,3148,"Cadastre, topographic mapping, engineering survey.",Replaced by IGC 1962 Arc of the 6th Parallel South.,Institute Geographique du Congo,EPSG,2005-09-30,,0
-6697,IGC 1962 Arc of the 6th Parallel South,geodetic,"Coordinates of 3 stations determined with respect to Arc 1950: Mulungu 4deg 47min 39.2325sec S, 29deg 59min 37.5864sec E; Nyakawembe 4deg 14min 57.3618sec S, 29deg 42min 52.8032sec E; Kavula 4deg 35min 15.8634sec S, 29deg 41min 14.2693sec E.",1962,7012,8901,3149,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Institute Geographique du Congo,EPSG,2006-08-25,2006.721,0
-6698,IGN 1962 Kerguelen,geodetic,K0 1949.,1949,7022,8901,2816,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2005-11-23,,0
-6699,Le Pouce 1934,geodetic,Fundamental point: Le Pouce. Latitude: 20 deg 11 min 42.25 sec S; Longitude: 57 deg 31 min 18.58 sec E.,1934,7012,8901,3209,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Cartography Section, Ministry of Housing and Land.",OGP,2006-01-16,,0
-6700,IGN Astro 1960,geodetic,Realised through a set of independent astronomically-positioned points.,1960,7012,8901,1157,Small scale topographic mapping.,Observed during 1959-1960. Independent points not connected through a network. Relative accuracy estimated at 50-100m. Replaced by Mauritania 1999 (datum code 6702).,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2006-06-12,2006.44,0
-6701,Institut Geographique du Congo Belge 1955,geodetic,Fundamental point: Yella east base. Latitude: 6 deg 00 min 53.139 sec S; Longitude: 12 deg 58 min 29.287 sec E.,1955,7012,8901,3171,"Cadastre, topographic mapping, engineering survey.","Replaced by IGC 1962 Arc of the 6th Parallel South, except for oil industry activities.",Institut Geographique du Congo Belge.,OGP,2005-11-28,,0
-6702,Mauritania 1999,geodetic,ITRF96 at epoch 1997.0,1999,7019,8901,1157,Geodesy.,"A network of 36 GPS stations tied to ITRF96, 8 of which are IGN 1962 astronomic points.","Ministry of Works and Transport, Topography and Cartography Directive.",EPSG,2006-08-18,2006.77,0
-6703,Missao Hidrografico Angola y Sao Tome 1951,geodetic,Extension of Camacupa datum into Cabinda.,1951,7012,8901,1318,Coastal hydrography.,A variation of this datum has been adopted by the oil industry but incorrectly using the International 1924 ellipsoid and not tied to the official Portuguese triangulation - see Mhast (onshore) and Mhast (offshore) (codes 6704 and 6705).,Various industry sources.,OGP,2006-01-03,,0
-6704,Mhast (onshore),geodetic,Probably adopted a Mhast 1951 coordinate set but associated an incorrect ellipsoid with it.,,7022,8901,3179,"Oil industry exploration and production. From 1979, offshore use superseded by Mhast (offshore) (code 6705).",Adopted by oil industry with intention of being Mhast 1951 (code 6703) but incorrectly (for Mhast 1951) used the International 1924 ellipsoid. This datum differs by about 400 metres from the Portuguese Mhast 1951 and Camacupa datums.,ChevronTexaco.,OGP,2006-01-03,,0
-6705,Mhast (offshore),geodetic,Fundamental point: Station Y at Malongo base camp. Latitude: 5 deg 23 min 30.810 sec S; Longitude: 12 deg 12 min 01.590 sec E (of Greenwich).,1979,7022,8901,3180,Oil industry offshore exploration and production between 1979 and 1987.,Origin coordinates determined by Transit single point position using 32 passes and transformed from WGS72BE using transformation code 15790. Differs from Mhast (onshore) by approximately 10m. Replaced in 1987 by Malongo 1987 (code 6259).,ChevronTexaco.,OGP,2006-01-03,,0
-6706,Egypt Gulf of Suez S-650 TL,geodetic,Fundamental point: Station S-650 DMX. Adopted coordinates: latitude: 28 deg 19 min 02.1907 sec N; Longitude: 33 deg 06 min 36.6344 sec E (of Greenwich). The proper Egypt 1907 coordinates for S-650 differ from these by about 20m.,1980,7020,8901,2341,Oil industry offshore exploration and production in Gulf of Suez after 1980.,"A coherent set of stations bordering the Gulf of Suez coordinated by Transit translocation (""TL"") between 1980 and 1984. Based on incorrect Egypt 1907 values for origin station S-650. Differs from true Egypt 1907 by approximately 20m.",Various industry sources.,OGP,2006-01-11,,0
-6707,Tern Island 1961,geodetic,"Fundamental point: station FRIG on tern island, station B4 on Sorol Atoll.",1961,7022,8901,3181,Military and topographic mapping,Two independent astronomic determinations considered to be consistent through adoption of common transformation to WGS 84 (see tfm code 15795).,"DMA / NIMA / NGA TR8350.2 (original 1987 first edition and 3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6708,Cocos Islands 1965,geodetic,Fundamental point: Anna 1.,1965,7003,8901,1069,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6709,Iwo Jima 1945,geodetic,"Fundamental point: Beacon ""E"".",1945,7022,8901,3200,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6710,St. Helena 1971,geodetic,Fundamental point: DOS 71/4.,1971,7022,8901,3183,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6711,Marcus Island 1952,geodetic,Marcus Island Astronomic Station.,1952,7022,8901,3203,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6712,Ascension Island 1958,geodetic,,1958,7022,8901,3182,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6713,Ayabelle Lighthouse,geodetic,Fundamental point: Ayabelle Lighthouse.,,7012,8901,1081,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6714,Bellevue,geodetic,,1960,7022,8901,3193,Military and topographic mapping,"Datum covers all the major islands of Vanuatu in two different adjustment blocks, but practical usage is as given in the area of use.","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-07-29,2006.51,0
-6715,Camp Area Astro,geodetic,,,7022,8901,3205,Geodetic and topographic survey,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6716,Phoenix Islands 1966,geodetic,,1966,7022,8901,3196,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6717,Cape Canaveral,geodetic,Fundamental point: Central 1950. Latitude: 28 deg 29 min 32.36555 sec N; longitude 80 deg 34 min 38.77362 sec W (of Greenwich),1963,7008,8901,3206,US space and military operations.,,"US NGS and DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-09-28,2006.87,0
-6718,Solomon 1968,geodetic,Fundamental point: GUX 1.,1968,7022,8901,1213,"Military and topographic mapping, +/- 25 meters in each component",,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6719,Easter Island 1967,geodetic,,1967,7022,8901,3188,"Military and topographic mapping, +/- 25 meters in each component",,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6720,Fiji Geodetic Datum 1986,geodetic,NWL 9D coordinates of 6 stations on Vitu Levu and Vanua Levu.,1986,7043,8901,1094,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Viti Levu 1912, Vanua Levu 1915 and Fiji 1956.","Survey Review 30,231 (January 1989).",OGP,2006-07-19,2006.50,0
-6721,Fiji 1956,geodetic,"Latitude origin was obtained astronomically at station Rasusuva = 17 deg 49 min 03.13 sec South, Longitude origin was obtained astronomically at station Suva = 178 deg 25 min 35.835 sec East.",1956,7022,8901,3398,Military and topographic mapping,For topographic mapping replaces Viti Levu 1912 and Vanua Levu 1915. Replaced by Fiji Geodetic Datum 1986.,"SOPAC, www.sopac.org, and Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2006-07-19,2006.50,0
-6722,South Georgia 1968,geodetic,Fundamental point: ISTS 061.,1968,7022,8901,3187,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6723,Grand Cayman 1959,geodetic,"Fundamental point: GC1. Latitude: 19deg 17min 54.43sec North, longitude: 81deg 22min 37.17sec West.",1959,7008,8901,3185,Topographic mapping,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2006-01-26,,0
-6724,Diego Garcia 1969,geodetic,Fundamental point: ISTS 073,1969,7022,8901,3189,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6725,Johnston Island 1961,geodetic,,1961,7022,8901,3201,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6726,Little Cayman 1961,geodetic,"Fundamental point: LC5. Latitude: 19deg 39min 46.324sec North, longitude: 81deg 203min 47.910sec West.",1961,7008,8901,3186,Military and topographic mapping,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2006-01-26,,0
-6727,Midway 1961,geodetic,,1961,7022,8901,3202,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6728,Pico de la Nieves,geodetic,,,7022,8901,3199,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6729,Pitcairn 1967,geodetic,,1967,7022,8901,3208,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6730,Santo 1965,geodetic,,1965,7022,8901,3194,Military and topographic mapping,"Datum covers all the major islands of Vanuatu in two different adjustment blocks, but practical usage is as given in the area of use.","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-07-29,2006.51,0
-6731,Viti Levu 1916,geodetic,,1916,7012,8901,3195,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,1
-6732,Marshall Islands 1960,geodetic,,1960,7053,8901,3191,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6733,Wake Island 1952,geodetic,,1952,7022,8901,3190,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6734,Tristan 1968,geodetic,,1968,7022,8901,3184,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6735,Kusaie 1951,geodetic,,1951,7022,8901,3192,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6736,Deception Island,geodetic,,,7012,8901,3204,Military and scientific mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006-01-26,,0
-6737,Geocentric datum of Korea,geodetic,ITRF2000 at epoch 2002.0,2002,7019,8901,1135,Geodetic survey.,,"Permanent Committee for GIS Infrastructure for Asia and the Pacific (PCGIAP), http://www.gsi.go.jp/PCGIAP",OGP,2006-08-18,2006.77,0
-6738,Hong Kong 1963,geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22deg 18min 12.82sec North, longitude 114deg 10min 18.75sec East.",1963,7007,8901,1118,Topographic mapping and hydrographic charting.,Replaced by Hong Kong 1963(67) for military purposes only in 1967. Replaced by Hong Kong 1980.,"Survey and Mapping Office, Lands Department. http://www.info.gov.hk/landsd/",OGP,2006-02-03,,0
-6739,Hong Kong 1963(67),geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22deg 18min 12.82sec North, longitude 114deg 10min 18.75sec East.",1967,7022,8901,1118,Military mapping and charting.,Replaces Hong Kong 1963 for military purposes only in 1967. Replaced by Hong Kong 1980.,UK Hydrographic Office.,OGP,2006-02-03,,0
-6740,Parametrop Zemp 1990,geodetic,Geocentre.,1990,7054,8901,1262,Geodetic survey.,Derived through satellite tracking techniques.,"Geodeziya i Katografiya, 1993.",OGP,2006-02-03,,0
-6741,Faroe Datum 1954,geodetic,Astronomical observations at 3 points.,1954,7022,8901,3248,"Geodetic survey, topographic mapping, engineering and cadastral survey.",Replaced by ED50 in late 1970's for all purposes other than cadastre. Replaced by fk89 for cadastre.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-08-04,2005.472,0
-6742,Geodetic Datum of Malaysia 2000,geodetic,"ITRF2000, epoch 2000.0",2000,7019,8901,1151,"Geodetic survey, topographic mapping, engineering and cadastrral survey.",Replaces all older Malaysian datums.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006-03-16,,0
-6743,Karbala 1979 (Polservice),geodetic,Karbala.,1979,7012,8901,1124,Geodetic survey.,National geodetic network established by Polservice consortium.,Various industry sources.,OGP,2006-06-02,,0
-6744,Nahrwan 1934,geodetic,Fundamental point: Nahrwan south base. Latitude: 33 deg 19 min 10.87 sec N; Longitude: 44 deg 43 min 25.54 sec E (of Greenwich).,1934,7012,8901,3390,Oil exploration and production.,"This adjustment later discovered to have a significant orientation error. In Iran replaced by FD58. In Iraq, replaced by Nahrwan 1967.",Various industry sources.,OGP,2006-06-02,,0
-6745,Rauenberg Datum/83,geodetic,Fundamental point: Rauenberg. Latitude: 52 deg 27 min 12.021 sec N; Longitude: 13 deg 22 min 04.928 sec E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.,1990,7004,8901,2545,"Geodetic survey, cadastre, topographic mapping, engineering survey.",RD/83 is the realisation of DHDN in Saxony. It is the resultant of applying a transformation derived at 106 points throughout former East Germany to Pulkovo 1942/83 points in Saxony.,BKG via EuroGeographics. http://crs.bkg.bund.de,OGP,2006-06-12,,0
-6746,Potsdam Datum/83,geodetic,Fundamental point: Rauenberg. Latitude: 52 deg 27 min 12.021 sec N; Longitude: 13 deg 22 min 04.928 sec E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.,1990,7004,8901,2544,"Geodetic survey, cadastre, topographic mapping, engineering survey.",PD/83 is the realisation of DHDN in Thuringen. It is the resultant of applying a transformation derived at 13 points on the border between East and West Germany to Pulkovo 1942/83 points in Thuringen.,BKG via EuroGeographics. http://crs.bkg.bund.de,OGP,2006-06-12,,0
-6747,Greenland 1996,geodetic,ITRF94 at epoch 1996.62,1996,7019,8901,1107,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Ammassalik 1958, Qornoq 1927 and Scoresbysund 1952.","Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-08-18,2006.77,0
-6748,Vanua Levu 1915,geodetic,"Latitude origin was obtained astronomically at station Numuiloa = 16 deg 23 min 38.36 sec South, Longitude origin was obtained astronomically at station Suva = 178 deg 25 min 35.835 sec East.",1915,7055,8901,3401,"Geodetic survey, cadastre, topographic mapping, engineering survey.","For topographic mapping, replaced by Fiji 1956. For other purposes, replaced by Fiji 1986.","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2006-07-19,,0
-6749,Reseau Geodesique de Nouvelle Caledonie 91-93,geodetic,ITRF90 at epoch 1989.0,1989,7019,8901,1174,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-08-18,2006.77,0
-6750,ST87 Ouvea,geodetic,Ouloup.,1987,7030,8901,2813,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006-07-21,,0
-6751,Kertau (RSO),geodetic,,1969,7056,8901,1309,Metrication of RSO grid.,Adopts metric conversion of 0.914398 metres per yard exactly. This is a truncation of the Sears 1922 ratio.,Defence Geographic Centre.,OGP,2006-07-24,,0
-6752,Viti Levu 1912,geodetic,"Latitude origin was obtained astronomically at station Monavatu = 17 deg 53 min 28.285 sec South, Longitude origin was obtained astronomically at station Suva = 178 deg 25 min 35.835 sec East.",1912,7055,8901,3195,"Geodetic survey, cadastre, topographic mapping, engineering survey.","For topographic mapping, replaced by Fiji 1956. For other purposes, replaced by Fiji 1986.","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2006-07-30,,0
-6753,fk89,geodetic,,1989,7022,8901,3248,Cadastre,Replaces FD54 for cadastre.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006-08-04,,0
-6754,Libyan Geodetic Datum 2006,geodetic,5 stations tied to ITRF2000 through 8 days of continuous observations in May 2006.,2006,7022,8901,1143,"Geodetic survey, topographic mapping, engineering survey.",Replaces ELD79.,Survey Department of Libya.,OGP,2006-08-25,,0
-6755,Datum Geodesi Nasional 1995,geodetic,ITRF91at epoch 1992.0.,1995,7030,8901,1122,"Geodetic survey, topographic mapping, engineering survey.",Replaces ID74 and all older datums.,Bakosurtanal.,OGP,2006-08-25,,0
-6756,Vietnam 2000,geodetic,"Point N00, located in the premises of the Land Administration Research Institute, Hoang Quoc Viet Street, Hanoi.",2000,7030,8901,1252,"Geodetic survey, topographic mapping, engineering survey.",Replaces Hanoi 1972.,General Director of Land Administration.,OGP,2006-09-13,,0
-6757,SVY21,geodetic,Fundamental point: Base 7 at Pierce Resevoir. Latitude: 1 deg 22 min 02.9154 sec N; Longitude: 103 deg 49 min 31.9752 sec E (of Greenwich).,2004,7030,8901,1210,Cadastre.,Replaces Kertau 1968 for cadastral purposes from August 2004.,Singapore Land Authority,OGP,2006-10-13,,0
-6758,Jamaica 2001,geodetic,Aligned to WGS 84.,2001,7030,8901,1128,"Geodetic survey, cadastre, topographic mapping, hydrographic charting, engineering survey.",,National Land Agency.,OGP,2007-01-19,,0
-6759,NAD83 (National Spatial Reference System 2007),geodetic,"Coordinates of 486 national continually operating reference system (CORS) and 195 collaborative GPS (CGPS) sites constrained to their CORS96 values, ITRF2000 at epoch 2002.0.",2007,7019,8901,1511,Geodetic survey.,,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,0
-6760,World Geodetic System 1966,geodetic,Developed from a worldwide distribution of terrestrial and geodetic satellite observations and defined through a set of station coordinates.,1966,7025,8901,1262,Geodesy.,A worldwide 5° × 5° mean free air gravity anomaly field provided the basic data for producing the WGS 66 gravimetric geoid. Replaced by WGS 72.,US DMA/NIMA/NGA,OGP,2007-03-25,,0
-6801,CH1903 (Bern),geodetic,Fundamental point: Old Bern observatory. Latitude: 46 deg 57 min 08.660 sec N; Longitude: 0 deg E of Bern.,1903,7004,8907,1286,Topographic mapping.,,Bundesamt für Landestopographie,EPSG,2003-12-18,2003.361,0
-6802,Bogota 1975 (Bogota),geodetic,Fundamental point: Bogota observatory. Latitude: 4 deg 35 min 56.570 sec N; Longitude: 0 deg E of Bogota.,1975,7022,8904,3229,Topographic mapping.,,,EPSG,2003-12-18,2000.20 2003.361,0
-6803,Lisbon 1937 (Lisbon),geodetic,Fundamental point: Castelo Sao Jorge; Lisbon. Latitude: 38 deg 42 min 43.631 sec N; Longitude: 0,1937,7022,8902,1294,Topographic mapping.,Replaces Lisbon 1890 adjustment (which used Bessel 1841 ellipsoid).,Instituto Geografico e Cadastral; Lisbon,EPSG,1995-06-02,2001.551,0
-6804,Makassar (Jakarta),geodetic,"Fundamental point: station P1, Moncongloe. Latitude 5 deg 08 min 41.42 sec S; longitude 12 deg 35 min 47.15 sec E of Jakarta.",,7004,8908,1316,Topographic mapping.,,EPSG,EPSG,2003-12-31,2003.361,0
-6805,Militar-Geographische Institut (Ferro),geodetic,Fundamental point: Hermannskogel. Latitude: 48 deg 16 min 15.29 sec N; Longitude: 33 deg 57 min 41.06 sec E of Ferro.,1901,7004,8909,1321,Topographic mapping.,,Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,1995-06-02,,0
-6806,Monte Mario (Rome),geodetic,Fundamental point: Monte Mario. Latitude: 41 deg 55 min 25.51 sec N; Longitude: 0 deg 00 min 00.00 sec E (of Rome).,,7022,8906,3343,Topographic mapping.,"Replaced Genova datum, Bessel 1841 ellipsoid, from 1940.",,EPSG,2003-12-31,2003.36,0
-6807,Nouvelle Triangulation Francaise (Paris),geodetic,Fundamental point: Pantheon. Latitude: 54.273618g N; Longitude: 0.0106921g E (of Paris).,1895,7011,8903,1326,Topographic mapping.,,,EPSG,2004-01-07,2003.361,0
-6808,Padang 1884 (Jakarta),geodetic,Fundamental point: Padang,1884,7004,8908,1355,Topographic mapping.,,,EPSG,1995-06-02,,0
-6809,Reseau National Belge 1950 (Brussels),geodetic,Fundamental point: Lommel (tower). Latitude: 51 deg 13 min 47.334 sec N; Longitude: 0 deg 56 min 44.773 sec E (of Brussels).,1950,7022,8910,1347,Topographic mapping.,,,EPSG,1995-06-02,,0
-6810,Tananarive 1925 (Paris),geodetic,Fundamental point: Tananarive observatory. Latitude: 21.0191667g S; Longitude: 50.23849537g E (of Paris),1925,7022,8903,3273,Topographic mapping.,,IGN Paris,EPSG,2003-12-31,2003.361,0
-6811,Voirol 1875 (Paris),geodetic,Fundamental point: Voirol. Latitude: 40.83578 grads N; Longitude: 0.78873 grads E of Paris.,1875,7011,8903,1365,Topographic mapping.,,IGN Paris,EPSG,2004-01-07,2003.361,0
-6813,Batavia (Jakarta),geodetic,Fundamental point: Longitude at Batavia Astro. Station. Latitude: 6 deg 7 min 39.522 sec S; Longitude: 0 deg 00 min 00.0 sec E (of Jakarta). Latitude and azimuth at Genuk.,,7004,8908,1285,Topographic mapping.,,,EPSG,2003-12-31,2003.361,0
-6814,Stockholm 1938 (Stockholm),geodetic,Fundamental point: Stockholm observatory,1938,7004,8911,3313,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RT90 adjustment (datum code 6124),,EPSG,1996-04-12,,0
-6815,Greek (Athens),geodetic,Fundamental point: Athens Observatory; latitude 37 deg 58 min 20.132 sec N; longitude 0 deg E of Athens.,,7004,8912,1106,Topographic mapping.,See geodetic datum alias 6404. Used as basis of topographic mapping based on Hatt projection.,Topography Department; National Technical University of Athens,EPSG,1997-06-16,,0
-6816,Carthage (Paris),geodetic,Fundamental point: Carthage. Latitude: 40.9464506g N; Longitude: 8.8724368g E (of Paris).,1925,7011,8903,1618,Topographic mapping.,Fundamental point astronomic coordinates determined in 1878.,,EPSG,2004-01-15,2003.362 2003.05,0
-6817,NGO 1948 (Oslo),geodetic,Fundamental point: Oslo observatory. Latitude: 59 deg 54 min 43.7 sec N; Longitude: 0 deg 00 min 00.0 sec E (of Oslo).,1948,7005,8913,1352,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,,EPSG,2004-01-05,2003.362,0
-6818,S-JTSK (Ferro),geodetic,Modification of Austrian MGI (Ferro) datum.,1920,7004,8909,1306,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,EPSG,2001-08-28,2001.26,0
-6819,Nord Sahara 1959 (Paris),geodetic,Coordinates of primary network readjusted on ED50 datum and then transformed conformally to Clarke 1880 (RGS) ellipsoid.,1959,7012,8903,1366,Topographic mapping.,,"""Le System Geodesique Nord-Sahara""; IGN Paris",EPSG,2000-06-23,,1
-6820,Gunung Segara (Jakarta),geodetic,Station P5 (Gunung Segara) 0deg 32min 12.83sec S 117deg 08min 48.47sec E of Greenwich (8deg 20min 20.68sec E of Jakarta).,,7004,8908,1360,Topographic mapping.,,,EPSG,2002-06-22,,0
-6821,Voirol 1879 (Paris),geodetic,Fundamental point: Voirol. Latitude: 40.835864 grads N; Longitude: 0.788735 grads E of Paris.,1879,7011,8903,1365,Topographic mapping.,Replaces Voirol 1875 (Paris) (code 6811).,IGN Paris,EPSG,2004-01-07,,0
-6896,International Terrestrial Reference Frame 2005,geodetic,"Origin at geocentre, originally orientated to the BIH Terrestrial System at epoch 1984.0 then adjusted to ensure zero net rotation to earth's overall tectonic motion. Defined by time series of Cartesian station coordinates and Earth Rotation parameters.",2005,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 2005.0. Replaces ITRF2000 (code 6656).,IGN Paris http://itrf.ensg.ign.fr/itrs_itrf.php,OGP,2007-01-19,,0
-6901,Ancienne Triangulation Francaise (Paris),geodetic,,,7027,8903,1326,Topographic mapping.,,,EPSG,1995-06-02,,0
-6902,Nord de Guerre (Paris),geodetic,,,7027,8903,1369,Topographic mapping.,,,EPSG,1995-06-02,,0
-6903,Madrid 1870 (Madrid),geodetic,Fundamental point: Madrid observatory.,1870,7028,8905,2366,Topographic mapping.,,Institut de Geomatica; Barcelona,EPSG,1998-11-11,,0
-6904,Lisbon 1890 (Lisbon),geodetic,Fundamental point: Castelo Sao Jorge; Lisbon. Latitude: 38 deg 42 min 43.631 sec N; Longitude: 0 deg E of Lisbon.,1937,7004,8902,1294,Topographic mapping.,Replaced by Lisbon 1937 adjustment (which uses International 1924 ellipsoid).,Instituto Geografico e Cadastral Lisbon http://www.igeo.pt,EPSG,2003-08-14,2003.232,0
-9300,Astra Minas,engineering,Origin at 45 deg 59 min 54.79 sec S; 67 deg 34 min 38.94 sec W.,,,,1265,Oil industry mapping.,,,EPSG,2000-03-07,,0
-9301,Barcelona,engineering,Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona.,,,,1266,Oil industry mapping.,Coordinates variously given as 10deg 08min 06sec N 64deg 41min 17sec W and 10deg 08min 06sec N 64deg 41min 07.5sec W. It is not clear whether there should be two local datums.,"Ministry of Mines standards manual, 1974.",EPSG,2000-03-07,,0
-9302,Maturin,engineering,Concrete post PR-1 in Plaza Bolivar; Maturin. 9deg 44min 55sec N 63deg 10min 40sec W.,,,,1320,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",EPSG,2000-06-10,,0
-9303,Maracaibo Cross,engineering,Cruz Canada Morillo in Maracaibo; 10deg 38min 32.328sec N 71deg 37min 12.12sec W Loma Quintana datum.,,,,1319,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",EPSG,2000-06-10,,0
-9304,La Rosa,engineering,Monument in La Rosa; 10deg 22min 40.417sec N 71deg 26min 59.488sec W Loma Quintana datum.,,,,1311,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",EPSG,2000-06-10,,0
-9305,Mene Grande,engineering,Monument in Santa Barbara; Mene Grande. 9deg 52min 25.488sec N 70deg 54min 35.310sec W.,,,,1270,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",EPSG,2000-06-10,,0
-9306,El Cubo,engineering,8deg 44min 17.258sec N 72deg 30min 09.01sec W.,,,,1269,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",EPSG,2000-06-10,,0
-9307,Dabajuro,engineering,Church tower at Dabajuro; 11deg 01min 19sec N 70deg 40min 40sec W.,,,,1268,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",EPSG,2000-06-10,,0
-9308,Tucupita,engineering,Centre of Plaza Bolivar; Tucupita; 9deg 03min 32sec N 62deg 03min 07.6sec W.,,,,1370,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",EPSG,2000-06-10,,0
-9309,El Mene,engineering,10deg 04min 49.1sec N 71deg 02min 10sec W.,,,,1270,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",EPSG,2000-06-10,,0
-9310,Santa Maria de Ipire,engineering,Concrete post PR-1 in Plaza Bolivar; Santa Maria de Ipire; 8deg 40min 06sec N 65deg 19min 09sec W.,,,,1371,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",EPSG,2000-06-10,,0
-9311,Barinas west base,engineering,Concrete pillar,,,,1267,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",EPSG,2000-06-10,,0
-9312,EPSG example X,engineering,Bin grid I=J=1 at WGS 84 / UTM zone 31N 456781E 5836723N.,,,,1263,Example only.,Example only!,"Bin grid orientation = 20 degrees grid. Bin width I=25m, J=12.5m. Bin increment I=1, J=1. Scale factor at origin 0.99984.
-
-Example only!",EPSG,2000-06-23,,1
-9313,EPSG example Platform Y,engineering,Conductor slot A1,,,,1263,Example only.,Example only,EPSG,EPSG,2000-06-23,,0
-9314,Tombak LNG plant,engineering,"Plant grid coordinates of x=20000m, y=10000m at Nakhl-e Ghanem / UTM zone 39 coordinates 618336.784E, 3067774.21N. Plant grid x orientated at UTM grid bearing of 45 deg., plant grid y orientated at UTM grid bearing of 315 deg.",,,,2362,Engineering survey.,,Total,EPSG,2005-08-18,,0
-9315,UKOOA P6 seismic bin grid example,engineering,Centre of bin grid I=J=1.,,,,1263,Example only.,,"UKOOA Data Exchange Format P6/98 ""Definition of 3D Seismic Binning Grids"".",EPSG,2005-09-08,,0
+5100,Mean Sea Level,vertical,,,,,1262,Hydrography.,"msl has geographic and temporal components. Users are advised to not use this generic vertical datum but to define specific instances of msl based on knowledge of these components; for instance ""msl at xxx during 19yy"".",,OGP,1996/04/12,,0
+5101,Ordnance Datum Newlyn,vertical,Mean Sea Level at Newlyn between 1915 and 1921.,,,,2792,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2004/06/16,2004.100,0
+5102,National Geodetic Vertical Datum 1929,vertical,26 tide gauges in the US and Canada.,1929,,,1323,"Topographic mapping, geodetic survey.",Normal orthometric heights.,,OGP,1996/09/12,,0
+5103,North American Vertical Datum 1988,vertical,"Father's Point, Rimouski, Quebec.",1988,,,1325,"Topographic mapping, geodetic survey.",Helmert orthometric heights.,,OGP,2006/01/16,2005.880,0
+5104,Yellow Sea 1956,vertical,2 years tide readings at Qingdao.,1956,,,3228,"Topographic mapping, geodetic survey.",Replaced by Yellow Sea 1985 datum.,,OGP,2002/06/22,2002.160,0
+5105,Baltic Sea,vertical,Datum: average water level at Kronstadt 1833. Network adjusted in 1977.,1977,,,1284,"Topographic mapping, geodetic survey.",Uses Normal heights.,,OGP,2005/05/27,2004.100 2005.180,0
+5106,Caspian Sea,vertical,Defined as -28.0m Baltic datum,,,,1291,Hydrography.,,,OGP,1996/09/12,,0
+5107,Nivellement general de la France,vertical,Mean sea level at Marseille,,,,1326,"Topographic mapping, geodetic survey.",The CNIG states that NGF is a general term applying to all vertical network readjustments of France and recommends more specific terminology. See codes 5118-5120.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,1996/09/12,,1
+5109,Normaal Amsterdams Peil,vertical,Mean high tide at Amsterdams Peil in 1684.,,,,1275,"Topographic mapping, geodetic survey, hydrography.",Orthometric heights.,Nederlandse Commissie voor Geodesie publication 30; 1993,OGP,2006/01/16,2004.100 2005.880,0
+5110,Oostende,vertical,Mean low water during 1958,1958,,,1347,"Topographic mapping, geodetic survey.",,Nederlandse Commissie voor Geodesie publication 30; 1993,OGP,2006/01/16,2005.880,0
+5111,Australian Height Datum,vertical,MSL 1966-68 at 30 gauges around coast.,1968,,,1281,"Topographic mapping, geodetic survey.",,Australian Land Information Group www.auslig.gov.au,OGP,2005/09/06,2005.460,0
+5112,Australian Height Datum (Tasmania),vertical,MSL 1972 at Hobart and Burnie.,1972,,,1282,"Topographic mapping, geodetic survey.",,,OGP,1996/09/12,,0
+5113,Sea Level,vertical,,,,,1262,Hydrography.,An unspecified local vertical datum not recommended for use.,,OGP,1996/09/12,,0
+5114,Canadian Geodetic Vertical Datum of 1928,vertical,Based on the mean sea level determined from several tidal gauges located in strategic areas of the country,1928,,,1289,"Topographic mapping, geodetic survey.",,"Geodetic Survey Division, Natural Resources Canada. http://maps.nrcan.gc.ca/asdb/asdb_datum.html and http://www.geod.nrcan.gc.ca/index_e/help_e/acron_e.html",OGP,2004/11/26,2004.723,0
+5115,Piraeus Harbour 1986,vertical,MSL determined during 1986.,1986,,,3254,"Topographic mapping, geodetic survey.",,Geodesy Department; Public Pertoleum Corporation of Greece,OGP,1997/06/16,,0
+5116,Helsinki 1960,vertical,MSL at Helsinki during 1960.,1960,,,3333,"Topographic mapping, geodetic survey.",,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,1997/07/22,,0
+5117,Rikets hojdsystem 1970,vertical,"Adjustment is referenced to mean high tide at Amsterdams Peil in 1684. To account for land level movements caused by isostatic rebound, heights are reduced to epoch 1970.0 using uplift values computed from repeated levelling observations.",1970,,,3313,"Topographic mapping, geodetic survey.",Realised through the second precise levelling network of 1951-1967. Uses Normal heights. Replaces RH00. Replaced in 2005 by RH2000.,National Land Survey of Sweden,OGP,2008/03/14,2002.480 2004.100 2008.013,0
+5118,Nivellement General de la France - Lallemand,vertical,"Rivet number M.ac O-VIII on the Marseille tide gauge site, with the height fixed in 1897 at 1.661 metre above mean sea level between February 2nd 1885 and January 1st 1897.",,,,1326,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,1997/11/13,2001.470 2004.060,0
+5119,Nivellement General de la France - IGN69,vertical,"Rivet number M.ac O-VIII on the Marseille tide gauge site, with the height fixed in 1897 at 1.661 metre above mean sea level between February 2nd 1885 and January 1st 1897.",1969,,,1326,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,1997/11/13,2001.470,0
+5120,IGN78 Corsica,vertical,Marker MM3 situated on the tide gauge site of Ajaccio. Height is 3.640 metre above mean sea level.,1978,,,1327,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights. Replaces NGC (datum code 5189).,"Conseil National de l'Information Geographique groupe de travail ""Reseaux de Nivellement"" recommendations v5.1 April 1994.",OGP,2004/10/14,2001.470 2004.060 2004.564,0
+5121,Maputo,vertical,Mean sea level at Maputo.,,,,3281,Topographic mapping.,,Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,1998/04/16,,0
+5122,Japanese Standard Levelling Datum 1949,vertical,24.4140 metres above mean sea level Tokyo Bay.,1949,,,3263,"Topographic mapping, geodetic survey.",,Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2004/05/09,2002.080 2004.380,0
+5123,PDO Height Datum 1993,vertical,,1993,,,3288,Oil industry mapping.,Misclosure between Muscat and Salalah less than .5 meters with differences from of up to 5 meters from old Fahud Datum. The PHD93 adjustment was initially known as the Spine. Replaces Fahud Vertical Datum (code 5124) from 1993.,Petroleum Development Oman,OGP,1999/04/22,,0
+5124,Fahud Height Datum,vertical,Single MSL determination at Mina Al Fahal.,,,,3288,Oil industry mapping.,Based on reciprocal trigonometric heighting. Replaced by PHD93 Datum (code 5123) in 1993.,Petroleum Development Oman,OGP,2004/04/07,2004.212,0
+5125,Ha Tien 1960,vertical,,1960,,,1302,"Topographic mapping, geodetic survey.",In Vietnam replaced by Hon Dau in 1992.,,OGP,1999/10/20,,0
+5126,Hon Dau 1992,vertical,,1992,,,3328,"Topographic mapping, geodetic survey.",Replaces Ha Tien in Vietnam.,,OGP,1999/10/20,,0
+5127,Landesnivellement 1902,vertical,Origin at Repere Pierre du Niton (RPN) defined as 373.6 metres above msl. This value derived from msl at Marseille in 1897 through the French Lallemand network.,1902,,,1286,"Topographic mapping, cadastral survey.","Levelling observations not corrected for gravity field. For scientific purposes, replaced by LHHN95.",Bundesamt für Landestopographie,OGP,2004/06/16,2004.100,0
+5128,Landeshohennetz 1995,vertical,Origin at Repere Pierre du Niton (RPN) defined as 373.6 metres above msl. This value derived from msl at Marseille in 1897 through the French Lallemand network.,1995,,,1286,Geodetic survey and scientific studies.,"Orthometric heights. For scientific purposes only, replaces LN02.",Bundesamt für Landestopographie,OGP,2004/06/16,2004.100,0
+5129,European Vertical Reference Frame 2000,vertical,"Height at Normaal Amsterdams Peil (NAP) is zero, defined through height at UELN bench mark 13600 (52°22'53""N 4°54'34""E) of 0.71599m. Datum at NAP is mean high tide in 1684.",2000,,,1299,Geodesy.,Realised by geopotential numbers and Normal heights of the United European Levelling Network.,"European veritical data centre at Bundesamt für Kartographie und Geodäsie (BKG), Leipzig branch. http://crs.bkg.bund.de/evrs/",OGP,2008/06/24,2008.045,0
+5130,Malin Head,vertical,Mean sea level between January 1960 and December 1969.,1970,,,1305,Topographic mapping,Orthometric heights.,Ordnance Survey of Ireland,OGP,2001/11/06,,0
+5131,Belfast Lough,vertical,"Mean sea level between 1951 and 1956 at Clarendon Dock, Belfast.",1957,,,2530,"Large scale (1:1,250, 1:2,500 and 1:10,000) topographic mapping.","Orthometric heights. Malin Head (datum code 5130) used for 1:50,000 and smaller mapping.",Ordnance Survey of Northern Ireland,OGP,2002/09/19,2002.620,0
+5132,Dansk Normal Nul,vertical,Mean Sea Level at 10 gauges.,,,,3237,Topographic mapping and engineering survey,Orthometric heights.,Kort & Matrikelstyrelsen,OGP,2001/11/06,,0
+5133,AIOC 1995,vertical,Average level of Caspian Sea at the Oil Rocks tide gauge June-September 1995.,1995,,,2592,Oil industry mapping.,AIOC 1995 datum is 1.7m above Caspian datum and 26.3m below Baltic datum.,BP,OGP,2002/02/12,,0
+5134,Black Sea,vertical,,,,,1102,Hydrographic surveying and since break-up of Former Soviet Union also topographic mapping.,Black Sea datum is 0.4m below Baltic datum.,BP,OGP,2002/02/12,,0
+5135,Hong Kong Principal Datum,vertical,"1.23m below the mean of 19 years (1965-83) observations of tide levels at North Point, Victoria Harbour.",1980,,,3334,"Geodetic survey, engineering survey, cadastre.",,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2002/06/22,,0
+5136,Hong Kong Chart Datum,vertical,Approximates to Lowest Astronomic Tide level (LAT).,,,,3335,Hydrographic survey and charting.,Chart datum is 0.15 metres below Hong Kong Principal Datum (code 5135) and 1.38m below MSL at Quarry Bay.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2002/06/22,,0
+5137,Yellow Sea 1985,vertical,20 years tide readings at Qingdao.,1985,,,3228,"Topographic mapping, geodetic survey.",Replaces Yellow Sea 1956 datum.,Guangdong Province Land Resource Information Centre,OGP,2002/06/22,,0
+5138,Ordnance Datum Newlyn (Orkney Isles),vertical,Connected to Newlyn datum by triangulation from the British mainland.,,,,2793,"Topographic mapping, geodetic survey.",Considered as separate from Newlyn because the accuracy of the trigonometric connection across the Pentland Firth does not meet geodetic levelling specifications. Orthometric heights.,Ordnance Survey of Great Britain,OGP,2004/06/16,2004.100,0
+5139,Fair Isle,vertical,,,,,2794,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002/09/19,,0
+5140,Lerwick,vertical,,,,,2795,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002/09/19,,0
+5141,Foula,vertical,,,,,2796,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002/09/19,,0
+5142,Sule Skerry,vertical,,,,,2797,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002/09/19,,0
+5143,North Rona,vertical,,,,,2798,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002/09/19,,0
+5144,Stornoway,vertical,,,,,2799,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002/09/19,,0
+5145,St. Kilda,vertical,,,,,2800,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002/09/19,,0
+5146,Flannan Isles,vertical,,,,,2801,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2006/01/16,2005.880,0
+5147,St. Marys,vertical,,,,,2802,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002/09/19,,0
+5148,Douglas,vertical,,,,,2803,"Topographic mapping, geodetic survey.",Orthometric heights.,Ordnance Survey of Great Britain,OGP,2002/09/19,,0
+5149,Fao,vertical,,,,,2806,"Topographic mapping, geodetic survey.",Established by Hunting Surveys for IPC. Replaced by Bandar Abbas (code 5150). At time of record creation NIOC data in Ahwaz area still usually referenced to Fao.,National Iranian Oil Company (NIOC).,OGP,2002/09/19,,0
+5150,Bandar Abbas,vertical,Average sea level at Bandar Abbass 1995-2001.,2001,,,3336,"Topographic mapping, geodetic survey.",Replaces Fao (code 5149).,National Cartographic Centre of Iran,OGP,2002/09/19,,0
+5151,Nivellement General de Nouvelle Caledonie,vertical,Rivet AB01 established by SHOM (Service Hydrographique de la Marine) in 1937 on the Quai des Volontaires in Noumea. Height i: 1.885 metre above mean sea level.,1969,,,2822,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,Service Topographique de la Nouvelle Caledonie.,OGP,2004/03/15,2004.060,0
+5152,Poolbeg,vertical,"Low water mark of the spring tide on the 8 April 1837 at Poolbeg Lighthouse, Dublin.",1837,,,1305,Topographic mapping before 1956 in Northern Ireland and 1970 in the Republic of Ireland.,Replaced by Belfast Lough and Malin Head (datum codes 5130-31).,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2003/06/27,,0
+5153,Nivellement General Guyanais 1977,vertical,,1977,,,3146,"Geodetic survey, topographic mapping, engineering survey.",Normal heights.,IGN Paris,OGP,2003/06/27,,0
+5154,Martinique 1987,vertical,,,,,3276,"Geodetic survey, topographic mapping, engineering survey.",Replaces Martinique 1955 (datum code 5192).,IGN Paris,OGP,2004/10/14,2004.561,0
+5155,Guadeloupe 1988,vertical,,,,,2829,"Geodetic survey, topographic mapping, engineering survey.",Replaces Guadeloupe 1951 (datum code 5193).,IGN Paris,OGP,2004/10/14,2004.561,0
+5156,Reunion 1989,vertical,,,,,3337,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,OGP,2004/10/14,2004.561,0
+5157,Auckland 1946,vertical,MSL at Auckland harbour 1909-1923.,1946,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5158,Bluff 1955,vertical,MSL at Invercargill harbour over 8 years between 1918 and 1934.,1955,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5159,Dunedin 1958,vertical,MSL at Dunedin harbour 1918-1937.,1958,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5160,Gisborne 1926,vertical,MSL at Gisborne harbour 1926.,1926,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5161,Lyttelton 1937,vertical,MSL at Lyttelton harbour over 9 years between 1918 and 1933.,1937,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5162,Moturiki 1953,vertical,MSL at Moturiki Island February 1949 to December 1952.,1953,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5163,Napier 1962,vertical,MSL at Napier harbour. Period of derivation unknown.,1962,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5164,Nelson 1955,vertical,MSL at Nelson harbour 1939-1942.,1955,,,1501,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5165,One Tree Point 1964,vertical,MSL at Whangarei harbour 1960-1963.,1964,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5166,Tararu 1952,vertical,MSL at Tararu Point 1922-1923.,1952,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5167,Taranaki 1970,vertical,MSL at Taranaki harbour 1918-1921.,1970,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5168,Wellington 1953,vertical,MSL at Wellington harbour 1909-1946.,1953,,,1500,"Geodetic survey, topographic mapping, engineering survey.",,"OSG Technical Report #10, February 2001.",OGP,2008/04/04,2008.023,0
+5169,Waitangi (Chatham Island) 1959,vertical,MSL at Waitangi harbour collected in 1959.,1959,,,2889,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",OGP,2008/04/04,2008.023,0
+5170,Stewart Island 1977,vertical,MSL at 3-5 high and low tides at two different locations.,1977,,,3338,"Geodetic survey, topographic mapping, engineering survey.",,"Interim Report GEO/T1/19/51 for LINZ by John Hannah, ""An Assessment of New Zealand's Height Systems and Options for a Future Height System"", January 2001.",OGP,2008/04/04,2008.023,0
+5171,EGM96 geoid,vertical,WGS 84 ellipsoid.,1996,,,1262,Geodesy.,,NASA http://cddis.gsfc.nasa.gov/926/egm96/egm96.html,OGP,2004/04/27,,0
+5172,Nivellement General du Luxembourg,vertical,Reference point Wemperhardt defined as 528.030m above Normaal Amsterdams Peil (NAP). Datum at NAP is mean high tide in 1684. Network adjusted in 1995.,1995,,,1146,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT,OGP,2004/03/09,,0
+5173,Antalya,vertical,Mean sea Level at Antalya 1936-71.,,,,3322,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/11/26,2004.722,0
+5174,Norway Normal Nul 1954,vertical,MSL defined by regression at 7 gauges with between 17 and 67 years observations.,1974,,,1352,"Geodetic survey, topographic mapping, engineering survey.",Includes initial NN1954 system and NNN1957 system. Former name retained. Normal-orthometric heights.,Statoil,OGP,2004/03/09,,0
+5175,Durres,vertical,Mean Sea Level at Durres.,,,,3212,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/03/09,,0
+5176,Gebrauchshohen ADRIA,vertical,Reference point Hutbiegl defined relative to mean sea level at Trieste in 1875.,,,,1037,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/03/09,,0
+5177,National Vertical Network 1999,vertical,Reference point Ruse defined relative to mean sea level at Trieste in 1875.,1999,,,3307,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/03/09,,0
+5178,Cascais,vertical,Mean Sea Level at Cascais 1938.,1938,,,1294,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/03/09,,0
+5179,Constanta,vertical,Mean Sea Level at Constanta.,,,,3295,"Geodetic survey, topographic mapping, engineering survey.",Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/evrs/Relations.html",OGP,2004/03/09,,0
+5180,Alicante,vertical,Mean Sea Level at Alicante between 1870 and 1882.,,,,2366,"Geodetic survey, topographic mapping, engineering survey.",Orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/03/09,,0
+5181,Deutches Haupthohennetz 1992,vertical,Network adjusted in 1992. Geopotential number at reference point Wallenhorst defined as value from the UELN-73/86 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.,1992,,,3339,"Geodetic survey, topographic mapping, engineering survey.",Replaces DHHN85 in West Germany and SNN76 in East Germany. Uses Normal heights.,"Bundesamt für Kartographie und Geodäsie (BKG), http://crs.bkg.bund.de/crs-eu/",OGP,2004/03/09,,0
+5182,Deutches Haupthohennetz 1985,vertical,Network adjusted in 1985. Height of reference point Wallenhorst defined as value from 1928 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.,1985,,,2326,"Geodetic survey, topographic mapping, engineering survey.",Replaced by DHHN92. Uses Normal-orthometric heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/03/09,,0
+5183,SNN76,vertical,Network adjusted in 1976. Height at reference point Hoppegarten defined as 1957 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.,1976,,,1343,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights. Replaced by DHHN92.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/03/09,,0
+5184,Baltic 1982,vertical,Network adjusted in 1982. Height at reference point Varna defined as 1958 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.,1982,,,3224,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/03/09,,0
+5185,Baltic 1980,vertical,,,,,1119,"Geodetic survey, topographic mapping, engineering survey.",Uses Normal heights.,"Eurogeographics, http://crs.bkg.bund.de/crs-eu/",OGP,2004/03/09,,0
+5186,Kuwait PWD,vertical,Mean Low Low Water (MLLW) at Kuwait City.,,,,3267,Municipality and military purposes.,Approximately 1.03m below MSL.,Kuwait Oil Company.,OGP,2004/06/16,,0
+5187,KOC Well Datum,vertical,,1937,,,3267,KOC exploration and field development subsurface work.,Approximately 3.22m above MSL.,Kuwait Oil Company.,OGP,2004/06/16,,0
+5188,KOC Construction Datum,vertical,,1952,,,3267,KOC survey control and facilities engineering.,Approximately 1.52m below MSL. Created for the construction of the Mina al Ahmadi refinery.,Kuwait Oil Company.,OGP,2004/06/16,,0
+5189,Nivellement General de la Corse 1948,vertical,Mean sea level at Ajaccio between 1912 and 1937.,1948,,,1327,"Geodetic survey, topographic mapping, engineering survey.",Replaced by IGN78 Corsica (datum 5120).,IGN Paris,OGP,2004/10/14,,0
+5190,Danger 1950,vertical,Marker near tide gauge at port of Saint Pierre. Height is 1.26 metres above zero of tide gauge.,1950,,,3299,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,OGP,2004/10/14,,0
+5191,Mayotte 1950,vertical,Marker on Issoufali jetty at Dzaoudzi. Height is 2.18m above zero of tide gauge.,1950,,,3340,"Geodetic survey, topographic mapping, engineering survey.",,IGN Paris,OGP,2004/10/14,,0
+5192,Martinique 1955,vertical,Marker N.BC-2 situated at the port of Fort de France.,1955,,,3276,"Geodetic survey, topographic mapping, engineering survey.",Replaced by Martinique 1987 (datum code 5154).,IGN Paris,OGP,2004/10/14,,0
+5193,Guadeloupe 1951,vertical,At the port of Pointe-a-Pitre.,1955,,,2892,"Geodetic survey, topographic mapping, engineering survey.",Replaced by Guadeloupe 1988 (datum code 5155).,IGN Paris,OGP,2004/10/14,,0
+5194,Lagos 1955,vertical,"Mean sea level at Lagos, 1912-1928.",1955,,,3287,"Geodetic survey, topographic mapping, engineering survey.",,"Ebong et al, AVN International, 1991.",OGP,2004/10/14,,0
+5195,Nivellement General de Polynesie Francaise,vertical,,,,,3134,"Geodetic survey, topographic mapping, engineering survey.",The collection of heterogeneous levelling networks throughout the Society Islands of French Polynesia.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,0
+5196,IGN 1966,vertical,Fundamental benchmark: RN501,1966,,,3124,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,0
+5197,Moorea SAU 1981,vertical,Fundamental benchmark: RN225,1981,,,3125,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,0
+5198,Raiatea SAU 2001,vertical,Fundamental benchmark: RN1,2001,,,3136,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,0
+5199,Maupiti SAU 2001,vertical,Fundamental benchmark: RN11,2001,,,3126,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,0
+5200,Huahine SAU 2001,vertical,Fundamental benchmark: SHOM B3,2001,,,3135,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,0
+5201,Tahaa SAU 2001,vertical,Fundamental benchmark: RN16,2001,,,3138,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,0
+5202,Bora Bora SAU 2001,vertical,Fundamental benchmark: Vaitape quay SHOM benchmark B.,2001,,,3137,"Geodetic survey, topographic mapping, engineering survey.",Included as part of NGPF - see datum code 5195.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,0
+5203,EGM84 geoid,vertical,WGS 84 ellipsoid.,1984,,,1262,Geodesy.,,US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/,OGP,2005/09/30,,0
+5204,International Great Lakes Datum 1955,vertical,"Pointe-au-Père (Father's Point), Quebec",1955,,,3468,Hydrology.,Dynamic heights. Adopted in 1962. Replaced by IGLD 1985 in January 1992.,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,2006/11/11,,0
+5205,International Great Lakes Datum 1985,vertical,"Rimouski, Quebec.",1985,,,3468,Hydrology.,Dynamic heights. Replaces IGLD 1955 from January 1992.,Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data,OGP,2006/11/11,,0
+5206,Dansk Vertikal Reference 1990,vertical,"Benchmark at Århus cathedral referenced to mean sea level determined during 1990 at 10 tide gauges: Esbjerg, Fredericia, Frederikshavn, Gedser, Hirtshals, Hornbæk, Korsør, København, Slipshavn and Århus.",,,,3237,Topographic mapping and engineering survey,Normal Orthometric heights.,Kort & Matrikelstyrelsen,OGP,2006/12/01,,0
+5207,Croatian Vertical Reference System 1971,vertical,"Mean sea level at five tide gauges in Dubrovnik, Split, Bakar, Rovinj and Kopar at epoch 1971.5",1971,,,3234,Geodesy.,,State Geodetic Administration of the Republic of Croatia.,OGP,2008/06/09,2008.043,0
+5208,Rikets hojdsystem 2000,vertical,"Adjustment is referenced to mean high tide at Amsterdams Peil in 1684. To account for land level movements caused by isostatic rebound, heights are reduced to epoch 2000.0 using values computed from the RH 2000 LU (=NKG2005LU) uplift model.",2000,,,3313,"Topographic mapping, geodetic survey.","Realised through the third precise levelling network of 1979-2003. Adopted in 2005, replacing RH70. Uses Normal heights.",National Land Survey of Sweden,OGP,2008/03/14,,0
+5209,Rikets hojdsystem 1900,vertical,"Adjustment is referenced to mean sea level at Slussen, Stockholm.",1900,,,3313,"Topographic mapping, engineering survey.",Realised through the first precise levelling network of 1886-1905. Replaced by RH70.,National Land Survey of Sweden,OGP,2008/03/14,,0
+6001,Not specified (based on Airy 1830 ellipsoid),geodetic,,,7001,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6002,Not specified (based on Airy Modified 1849 ellipsoid),geodetic,,,7002,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6003,Not specified (based on Australian National Spheroid),geodetic,,,7003,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6004,Not specified (based on Bessel 1841 ellipsoid),geodetic,,,7004,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6005,Not specified (based on Bessel Modified ellipsoid),geodetic,,,7005,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6006,Not specified (based on Bessel Namibia ellipsoid),geodetic,,,7046,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2001/01/21,1996.080 2000.420 2001.150,0
+6007,Not specified (based on Clarke 1858 ellipsoid),geodetic,,,7007,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6008,Not specified (based on Clarke 1866 ellipsoid),geodetic,,,7008,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6009,Not specified (based on Clarke 1866 Michigan ellipsoid),geodetic,,,7009,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6010,Not specified (based on Clarke 1880 (Benoit) ellipsoid),geodetic,,,7010,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6011,Not specified (based on Clarke 1880 (IGN) ellipsoid),geodetic,,,7011,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6012,Not specified (based on Clarke 1880 (RGS) ellipsoid),geodetic,,,7012,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6013,Not specified (based on Clarke 1880 (Arc) ellipsoid),geodetic,,,7013,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6014,Not specified (based on Clarke 1880 (SGA 1922) ellipsoid),geodetic,,,7014,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6015,Not specified (based on Everest 1830 (1937 Adjustment) ellipsoid),geodetic,,,7015,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6016,Not specified (based on Everest 1830 (1967 Definition) ellipsoid),geodetic,,,7016,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6018,Not specified (based on Everest 1830 Modified ellipsoid),geodetic,,,7018,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6019,Not specified (based on GRS 1980 ellipsoid),geodetic,,,7019,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6020,Not specified (based on Helmert 1906 ellipsoid),geodetic,,,7020,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6021,Not specified (based on Indonesian National Spheroid),geodetic,,,7021,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6022,Not specified (based on International 1924 ellipsoid),geodetic,,,7022,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6024,Not specified (based on Krassowsky 1940 ellipsoid),geodetic,,,7024,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6025,Not specified (based on NWL 9D ellipsoid),geodetic,,,7025,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6027,Not specified (based on Plessis 1817 ellipsoid),geodetic,,,7027,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6028,Not specified (based on Struve 1860 ellipsoid),geodetic,,,7028,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6029,Not specified (based on War Office ellipsoid),geodetic,,,7029,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6030,Not specified (based on WGS 84 ellipsoid),geodetic,,,7030,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6031,Not specified (based on GEM 10C ellipsoid),geodetic,,,7031,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6032,Not specified (based on OSU86F ellipsoid),geodetic,,,7032,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6033,Not specified (based on OSU91A ellipsoid),geodetic,,,7033,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6034,Not specified (based on Clarke 1880 ellipsoid),geodetic,,,7034,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,1996.080 2000.420,0
+6035,Not specified (based on Authalic Sphere),geodetic,,,7035,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown. Deprecated and replaced by 6047.,OGP,OGP,2001/06/05,1996.080 2000.420,1
+6036,Not specified (based on GRS 1967 ellipsoid),geodetic,,,7036,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,2000.420,0
+6041,Not specified (based on Average Terrestrial System 1977 ellipsoid),geodetic,,,7041,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,2000.420,0
+6042,Not specified (based on Everest (1830 Definition) ellipsoid),geodetic,,,7042,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,2000.420,0
+6043,Not specified (based on WGS 72 ellipsoid),geodetic,,,7043,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,2000.420,0
+6044,Not specified (based on Everest 1830 (1962 Definition) ellipsoid),geodetic,,,7044,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,2000.420,0
+6045,Not specified (based on Everest 1830 (1975 Definition) ellipsoid),geodetic,,,7045,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2000/05/03,2000.420,0
+6047,Not specified (based on GRS 1980 Authalic Sphere),geodetic,,,7048,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2004/04/27,2001.190 2003.330,0
+6052,Not specified (based on Clarke 1866 Authalic Sphere),geodetic,,,7052,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2004/04/27,,0
+6053,Not specified (based on International 1924 Authalic Sphere),geodetic,,,7057,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2006/09/22,,0
+6054,Not specified (based on Hughes 1980 ellipsoid),geodetic,,,7058,8901,1263,Not a valid datum.,Included for coordinate reference systems where datum is unknown.,OGP,OGP,2006/09/22,,0
+6055,Popular Visualisation Datum,geodetic,Not specified in the classical sense of defining a geodetic datum.,,7059,8901,1262,Used by certain popular Web mapping and visualisation applications.,Not recognised by geodetic authorities.,Microsoft.,OGP,2008/03/13,,0
+6120,Greek,geodetic,"Fundamental point: Athens Observatory. Latitude 37°58'20.132""N, longitude 23°42'58.815""E (of Greenwich)",,7004,8901,1106,Topographic mapping.,See geodetic datum alias 6404. Used as basis of topographic mapping based on Hatt projection. Replaced by GGRS87 (code 6121).,Topography Department; National Technical University of Athens,OGP,2008/06/24,2004.183 2008.045,0
+6121,Greek Geodetic Reference System 1987,geodetic,"Fundamental point: Dionysos. Latitude 38°04'33.8""N, longitude 23°55'51.0""E of Greenwich; geoid height 7.0 m.",1987,7019,8901,1106,Topographic mapping.,Replaced (old) Greek datum. Oil industry work based on ED50.,L. Portokalakis; Public Petroleum Corporation of Greece,OGP,2008/06/24,2008.045,0
+6122,Average Terrestrial System 1977,geodetic,,1977,7041,8901,1283,Topographic mapping.,In use from 1979. To be phased out in late 1990's.,New Brunswick Geographic Information Corporation land and water information standards manual.,OGP,1997/07/02,,0
+6123,Kartastokoordinaattijarjestelma (1966),geodetic,Adjustment with fundamental point SF31 based on ED50 transformed to best fit the older VVJ adjustment.,1966,7022,8901,1095,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Adopted in 1970.,National Land Survey of Finland;¶http://www.maanmittauslaitos.fi,OGP,2006/03/31,2006.270,0
+6124,Rikets koordinatsystem 1990,geodetic,,1982,7004,8901,1225,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces RT38 adjustment (datum code 6308),National Land Survey of Sweden,OGP,1997/11/13,,0
+6125,Samboja,geodetic,Original origin station P2 Exc now destroyed. Extensions recomputed using Toran station T9 as origin.,,7004,8901,1328,Topographic mapping.,,Total Indonesia.,OGP,1997/11/13,,1
+6126,Lithuania 1994 (ETRS89),geodetic,Constrained to 4 ETRS89 points in Lithuania from the EUREF Baltic 1992 campaign..,1994,7019,8901,1145,"Topographic mapping, geodetic survey.",Densification of ETRS89 during the 1992 Baltic campaign.,HNIT-Baltic GeoInfoServisas,OGP,1998/03/12,,0
+6127,Tete,geodetic,Fundamental point: Tete.,,7008,8901,3281,Topographic mapping.,,Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,1998/04/16,,0
+6128,Madzansua,geodetic,Fundamental point: Madzansua.,,7008,8901,1315,Topographic mapping.,Replaced by transformation to Tete datum (datum code 6127).,Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,1998/04/16,,0
+6129,Observatario,geodetic,Fundamental point: Maputo observatory.,,7008,8901,1329,Topographic mapping.,Replaced by transformation to Tete datum (datum code 6127).,Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,1998/04/16,,0
+6130,Moznet (ITRF94),geodetic,ITRF94 at epoch 1996.9,,7030,8901,1167,Topographic mapping.,,Mozambique Direcção Nacional de Geografia e Cadastral (DINAGECA).,OGP,2006/08/18,2006.770,0
+6131,Indian 1960,geodetic,DMA extension over IndoChina of the Indian 1954 network adjusted to better fit local geoid.,,7015,8901,1302,Topographic mapping.,Also known as Indian (DMA Reduced).,,OGP,2003/12/31,2003.361,0
+6132,Final Datum 1958,geodetic,"Fundamental point: Maniyur. Latitude: 31°23'59.19""N, longitude: 48°32'31.38""E (of Greenwich).",,7012,8901,1300,Oil industry mapping.,Network included in Nahrwan 1967 adjustment.,IOEPC records,OGP,2008/06/24,2008.045,0
+6133,Estonia 1992,geodetic,Densification from 4 ETRS89 points.,1992,7019,8901,1090,"Topographic mapping, Geodetic survey.",Based on ETRS89 as established during the 1992 Baltic campaign. Replaced by Estonia 1997 adjustment (code 6180).,http://www.geo.ut.ee,OGP,2005/09/06,2005.460,0
+6134,PDO Survey Datum 1993,geodetic,Adjustment best fitted to Fahud network.,1993,7012,8901,3288,Oil industry mapping.,Replaces Fahud datum (code 6232). Maximum differences to Fahud adjustment are 20 metres.,Petroleum Development Oman,OGP,1999/04/22,,0
+6135,Old Hawaiian,geodetic,"Fundamental point: Oahu West Base Astro. Latitude: 21°18'13.89""N, longitude 157°50'55.79""W (of Greenwich)",,7008,8901,1334,Topographic mapping.,Hawaiian Islands were never on NAD27 but rather on Old Hawaiian Datum. NADCON conversion program provides transformation from Old Hawaiian Datum to NAD83 (original 1986 realization) but making the transformation appear to user as if from NAD27.,http://www.ngs.noaa.gov/ (NADCON readme file).,OGP,2008/06/24,2005.460 2008.045,0
+6136,St. Lawrence Island,geodetic,,,7008,8901,1332,Topographic mapping.,Many Alaskan islands were never on NAD27 but rather on independent datums. NADCON conversion program provides transformation from St. Lawrence Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.,http://www.ngs.noaa.gov/ (NADCON readme file),OGP,1999/05/24,,0
+6137,St. Paul Island,geodetic,"Fundamental point latitude: 57°07'16.86""N, longitude: 170°16'24.00""W (of Greenwich).",,7008,8901,1333,Topographic mapping.,Many Alaskan islands were never on NAD27 but rather on independent datums. NADCON conversion program provides transformation from St. Paul Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.,http://www.ngs.noaa.gov/ (NADCON readme file),OGP,2008/06/24,2008.045,0
+6138,St. George Island,geodetic,"Fundamental point latitude: 56°36'11.31""N, longitude: 169°32'36.00""W (of Greenwich).",,7008,8901,1331,Topographic mapping.,Many Alaskan islands were never on NAD27 but rather on independent datums. NADCON conversion program provides transformation from St. George Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.,http://www.ngs.noaa.gov/ (NADCON readme file),OGP,2008/06/24,2003.362 2008.045,0
+6139,Puerto Rico,geodetic,"Fundamental point: Cardona Island Lighthouse. Latitude:17°57'31.40""N, longitude: 66°38'07.53""W (of Greenwich).",1901,7008,8901,1335,Topographic mapping.,NADCON conversion program provides transformation from Puerto Rico Datum to NAD83 (original 1986 realization) but making the transformation appear to user as if from NAD27.,Ordnance Survey of Great Britain and http://www.ngs.noaa.gov/ (NADCON readme file).,OGP,2008/06/24,2003.362 2008.045,0
+6140,NAD83 Canadian Spatial Reference System,geodetic,,1998,7019,8901,1061,Geodetic survey.,,"Natural Resources of Canada, CSRS website. http://www.geod.nrcan.gc.ca",OGP,2007/09/25,2005.880 2006.461 2007.026 2007.092,0
+6141,Israel,geodetic,"Fundamental point: Latitude: 31°44'03.817""N, longitude: 35°12'16.261""E (of Greenwich).",,7019,8901,2603,Topographic mapping.,,Survey of Israel.,OGP,2008/06/24,2002.340 2004.150 2008.045,0
+6142,Locodjo 1965,geodetic,"Fundamental point: T5 Banco. Latitude: 5°18'50.5""N, longitude: 4°02'05.1""W (of Greenwich).",1965,7012,8901,1075,Topographic mapping.,,IGN Paris.,OGP,2008/06/24,2008.045,0
+6143,Abidjan 1987,geodetic,"Fundamental point: Abidjan I. Latitude: 5°18'51.01""N, longitude: 4°02'06.04""W (of Greenwich).",1987,7012,8901,1075,Topographic mapping.,,IGN Paris.,OGP,2008/06/24,2008.045,0
+6144,Kalianpur 1937,geodetic,"Fundamental point: Kalianpur. Latitude: 24° 07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1937,7015,8901,1308,Topographic mapping.,Replaces 1880 adjustment except for topographic mapping. Replaced in Bangladesh and Pakistan by 1962 metrication conversion and in India by 1975 metrication conversion.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2008/06/24,2008.045,0
+6145,Kalianpur 1962,geodetic,"Fundamental point: Kalianpur. Latitude: 24° 07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1962,7044,8901,3289,Topographic mapping.,1937 adjustment rescaled by ratio metric conversions of Indian foot (1937) to Indian foot (1962).,,OGP,2008/06/24,2008.045,0
+6146,Kalianpur 1975,geodetic,"Fundamental point: Kalianpur. Latitude: 24° 07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1975,7045,8901,3341,Topographic mapping.,1937 adjustment rescaled by ratio metric conversions of Indian foot (1937) to Indian foot (1975).,,OGP,2008/06/24,2008.045,0
+6147,Hanoi 1972,geodetic,,1972,7024,8901,3328,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,PetroVietnam,OGP,1999/10/20,,0
+6148,Hartebeesthoek94,geodetic,Coincident with ITRF91 at epoch 1994.0 at Hartebeesthoek astronomical observatory near Pretoria.,1994,7030,8901,1215,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces Cape datum (code 6222).,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,OGP,2006/08/18,1999.960 2006.770,0
+6149,CH1903,geodetic,"Fundamental point: Old Bern observatory. Latitude: 46°57'08.660""N, longitude: 7°26'22.500""E (of Greenwich).",1903,7004,8901,1286,Topographic mapping.,,Bundesamt für Landestopographie,OGP,2008/06/24,2008.045,0
+6150,CH1903+,geodetic,Fundamental point: Zimmerwald observatory.,,7004,8901,1286,"Geodetic survey, topographic mapping.",,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,OGP,2001/11/06,2001.520,0
+6151,Swiss Terrestrial Reference Frame 1995,geodetic,ETRF89 at epoch 1993.0,1995,7019,8901,1286,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,OGP,2006/08/18,2006.770,0
+6152,NAD83 (High Accuracy Regional Network),geodetic,,,7019,8901,1337,Geodetic survey.,,National Geodetic Survey,OGP,1999/10/20,,0
+6153,Rassadiran,geodetic,"Fundamental point: Total1. Latitude: 27°31'07.784""N, longitude: 52°36'12.741""E (of Greenwich).",1998,7022,8901,1338,Oil industry mapping.,,Total-Fina,OGP,2008/06/24,2008.045,0
+6154,European Datum 1950(1977),geodetic,Extension of ED50 over Iran.,1977,7022,8901,1123,Topographic mapping.,Sometimes referred to as ED50-ED77.,National Cartographic Centre of Iran,OGP,1999/11/20,,0
+6155,Dabola 1981,geodetic,,1981,7011,8901,3257,Topographic mapping.,,IGN Paris,OGP,1999/12/09,,0
+6156,Jednotne Trigonometricke Site Katastralni,geodetic,"Modification of Austrian MGI datum, code 6312.",,7004,8901,1306,"Geodetic survey, cadastre, topographic mapping, engineering survey.",S-JTSK = System of the Unified Trigonometrical Cadastral Network.,Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,OGP,2001/11/06,2001.260 2001.510,0
+6157,Mount Dillon,geodetic,"Fundamental point: Mount Dillon triangulation station. Latitude: 11°15'07.843""N, longitude: 60°41'09.632""W (of Greenwich).",,7007,8901,1322,Topographic mapping.,,University of the West Indies Geodetic Services.,OGP,2008/06/24,2003.361 2008.045,0
+6158,Naparima 1955,geodetic,"Fundamental point: Naparima. Latitude: 10°16'44.860""N, longitude: 61°27'34.620""W (of Greenwich).",1955,7022,8901,3143,Topographic mapping.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,OGP,2008/06/24,2008.045,0
+6159,European Libyan Datum 1979,geodetic,Extension of ED50 over Libya.,1979,7022,8901,1143,Topographic mapping.,,Brown and Root,OGP,2003/12/31,2003.362,0
+6160,Chos Malal 1914,geodetic,Chos Malal police station.,1914,7022,8901,1292,Oil industry mapping.,Also known as Quini-Huao. Replaced by Campo Inchauspe (code 6221).,Various oil company records.,OGP,2000/03/07,,0
+6161,Pampa del Castillo,geodetic,,,7022,8901,1265,Oil industry mapping.,Used in Comodoro Rivadavia area. Replaced by Campo Inchauspe (code 6221).,Various oil company records.,OGP,2000/03/07,,0
+6162,Korean Datum 1985,geodetic,"Fundamental point: Suwon. Latitude 37°16'31.9034""N, longitude 127°03'05.1451""E of Greenwich.",1985,7004,8901,3266,Topographic mapping.,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1999. http://www.asprs.org/,OGP,2008/06/24,2001.280 2005.460 2008.045,0
+6163,Yemen National Geodetic Network 1996,geodetic,Sana'a IGN reference marker.,1996,7030,8901,1257,Topographic mapping.,,IGN Paris,OGP,2000/03/07,,0
+6164,South Yemen,geodetic,,,7024,8901,1340,Topographic mapping.,,IGN Paris,OGP,2000/03/07,,0
+6165,Bissau,geodetic,,,7022,8901,3258,Topographic mapping.,,NIMA TR8350.2 ftp://164.214.2.65/pub/gig/tr8350.2/changes.pdf,OGP,2005/09/05,2005.460,0
+6166,Korean Datum 1995,geodetic,,1995,7030,8901,3266,Topographic mapping.,,NIMA TR8350.2 ftp://164.214.2.65/pub/gig/tr8350.2/changes.pdf,OGP,2005/09/05,2005.460,0
+6167,New Zealand Geodetic Datum 2000,geodetic,Based on ITRF96 at epoch 2000.0,2000,7019,8901,1175,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces New Zealand Geodetic Datum 1949 (code 6272) and Chatham Islands Datum 1979 (code 6673) from March 2000.,Land Information New Zealand. http://www.linz.govt.nz/rcs/linz/pub/web/root/core/SurveySystem/GeodeticInfo/GeodeticDatums/nzgd2000factsheet/index.jsp,OGP,2007/09/29,2004.110 2007.090,0
+6168,Accra,geodetic,"Fundamental point: GCS Station 547. Latitude: 5°23'43.3""N, longitude: 0°11'52.3""W (of Greenwich).",,7029,8901,1104,Topographic mapping.,Replaced in 1978 by Leigon datum (code 6250).,Ordnance Survey International,OGP,2008/06/24,2008.045,0
+6169,American Samoa 1962,geodetic,"Fundamental point: Betty 13 eccentric. Latitude: 14°20'08.34""S, longitude: 170°42'52.25""W (of Greenwich).",1962,7008,8901,3109,Topographic mapping.,,NIMA TR8350.2 revision of January 2000. Oil industry sources for origin description details.,OGP,2008/06/24,2003.362 2005.230 2008.045,0
+6170,Sistema de Referencia Geocentrico para America del Sur 1995,geodetic,ITRF94 at epoch 1995.42.,1995,7019,8901,3448,Geodetic survey.,Realised by a frame of 58 stations observed in 1995 and adjusted in the ITRF94. Replaced by SIRGAS 2000.,NIMA TR8350.2 revision of January 2000. Also http://www1.ibge.gov.br/,OGP,2006/08/18,2004.250 2005.460 2006.465 2006.770,0
+6171,Reseau Geodesique Francais 1993,geodetic,Coincident with ETRS89 at epoch 1993.0,1993,7019,8901,1096,Geodetic survey.,,http://www.ign.fr/ via TotalFinaElf,OGP,2005/09/05,2001.510 2005.460,0
+6172,Posiciones Geodesicas Argentinas,geodetic,,1994,7019,8901,1033,"Topographic mapping, geodetic survey.",Una red geodésica de 127 puntos materializados¶en el terreno que definen el Sistema Geodésico Nacional. [A geodetic network of 127 points defining the National Geodetic System.] Replaced by POSGAR98 (code 6190).,http://www.igm.gov.ar/posgar.html,OGP,2000/10/19,,1
+6173,IRENET95,geodetic,ETRS89 stations in Ireland,1995,7019,8901,1305,Geodetic survey.,Densification of ETRS89,Ordnance Survey of Ireland,OGP,2004/04/07,2004.220,0
+6174,Sierra Leone Colony 1924,geodetic,"Fundamental point: Kortright. Latitude: 8°28'44.4""N, longitude: 13°13'03.81""W (of Greenwich).",1924,7029,8901,1342,"Topographic mapping, engineering survey.",,Ordnance Survey International.,OGP,2008/06/24,2008.045,0
+6175,Sierra Leone 1968,geodetic,"Fundamental point: SLX2 Astro. Latitude: 8°27'17.567""N, longitude: 12°49'40.186""W (of Greenwich).",1968,7012,8901,3306,"Topographic mapping, engineering survey.",Extension and readjustment with additional observations of 1960 network. Coordinates of 1960 stations change by less than 3 metres.,Ordnance Survey International.,OGP,2008/06/24,2008.045,0
+6176,Australian Antarctic Datum 1998,geodetic,,1998,7019,8901,1278,Topographic mapping.,,Standards Australia,OGP,2006/01/30,2006.080,0
+6178,Pulkovo 1942/83,geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'18.550""N, longitude: 30°19'42.090""E (of Greenwich).",1983,7024,8901,1343,"Geodetic survey, cadastre, topographic mapping, engineering survey.",International adjustment of Uniforrm Astro-Geodetic Network of countries of central and eastern Europe.,Bundesamt für Kartographie und Geodäsie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2008/06/24,2008.045,0
+6179,Pulkovo 1942/58,geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'18.550""N, longitude: 30°19'42.090""E (of Greenwich).",1958,7024,8901,1192,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2008/06/24,2008.045,0
+6180,Estonia 1997,geodetic,Densification of ETRS89 during EUREF-ESTONIA97 campaign through transformation from ITRF96 at epoch 1997.56.,1997,7019,8901,1090,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces Estonia 1992 adjustment (code 6133).,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2006/08/18,2006.770,0
+6181,Luxembourg 1930,geodetic,"Fundamental point: northern station of Habay-la-Neuve baseline in Belgium. Latitude: 49°43'24.408""N, longitude: 5°38'22.470""E (of Greenwich).",1930,7022,8901,1146,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2008/06/24,2008.045,0
+6182,Azores Occidental Islands 1939,geodetic,Fundamental point: Observatario Meteorologico Flores.,1939,7022,8901,1344,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2005/12/30,2005.850,0
+6183,Azores Central Islands 1948,geodetic,"Fundamental point: Graciosa south west base. Latitude: 39°03'54.934""N, longitude: 28°02'23.882""W (of Greenwich).",1948,7022,8901,1301,Topographic mapping.,Replaced by 1995 adjustment (datum code 6665).,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/ Oil industry sources for origin description details.,OGP,2008/06/24,2002.250 2003.231 2003.362 2008.045,0
+6184,Azores Oriental Islands 1940,geodetic,Fundamental point: Forte de São Bras.,1940,7022,8901,1345,Topographic mapping.,Replaced by 1995 adjustment (datum code 6664).,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2003/08/14,2003.231,0
+6185,Madeira 1936,geodetic,Fundamental point: Madeira SE Base.,1936,7022,8901,1314,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/06/05,,1
+6188,OSNI 1952,geodetic,Position fixed to the coordinates from the 19th century Principle Triangulation of station Divis. Scale and orientation controlled by position of Principle Triangulation stations Knocklayd and Trostan.,1952,7001,8901,2530,Geodetic survey and topographic mapping.,Replaced by Geodetic Datum of 1965 alias 1975 Mapping Adjustment or TM75 (datum code 6300).,Ordnance Survey of Northern Ireland.,OGP,2001/11/06,,0
+6189,Red Geodesica Venezolana,geodetic,Realised by a frame of 67 stations observed in 1995 as a densification of the SIRGAS campaign and adjusted in the ITRF94.,2000,7019,8901,1251,Geodetic survey.,,Servicio Autonomo de Geografia y Cartografia Nacional.,OGP,2001/06/11,,0
+6190,Posiciones Geodesicas Argentinas 1998,geodetic,A geodetic network of 136 high accuracy surveyed points. Densification of SIRGAS 1995; ITRF94 at epoch 1995.42.,1998,7019,8901,1033,Geodetic survey.,"Technically, but at this record revision date not legally, replaces the 1994 POSGAR adjustment (code 6694).","Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,2005/09/12,2003.361 2005.460 2005.480 2006.770,0
+6191,Albanian 1987,geodetic,,1987,7024,8901,1025,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2001/11/06,,0
+6192,Douala 1948,geodetic,"South pillar of Douala base; 4°00'40.64""N, 9°42'30.41""E (of Greenwich).",1948,7022,8901,2555,Topographic mapping.,Replaced by Manoca 1962 datum (code 6193).,TotalFinaElf,OGP,2008/06/24,2005.830 2008.045,0
+6193,Manoca 1962,geodetic,"Reservoir centre at the Manoca tower (""tube Suel""), 3°51'49.896""N, 9°36'49.347""E (of Greenwich).",1962,7011,8901,2555,Topographic mapping.,The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this datum has used the IGN version. Replaces Douala 1948 (code 6192).,TotalFinaElf,OGP,2008/06/24,2008.045,0
+6194,Qornoq 1927,geodetic,"Fundamental point: Station 7008. Latitude: 64°31'06.27""N, longitude: 51°12'24.86""W (of Greenwich).",1927,7022,8901,3362,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen. Origin coordinates from NIMA http://earth-info.nima.mil/",OGP,2008/06/24,2003.362 2005.460 2006.220 2008.045,0
+6195,Scoresbysund 1952,geodetic,,1952,7022,8901,2570,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2002/01/18,,0
+6196,Ammassalik 1958,geodetic,,1958,7022,8901,2571,Topographic mapping.,,"Kort & Matrikelstyrelsen, Copenhagen.",OGP,2002/01/18,,0
+6197,Garoua,geodetic,"Fundamental point: IGN astronomical station and benchmark no. 16 at Tongo. Latitude 8°55'08.74""N, longitude 13°30'43.19""E (of Greenwich).",,7012,8901,2590,Topographic mapping.,,TotalFinaElf,OGP,2008/06/24,2008.045,0
+6198,Kousseri,geodetic,"IGN astronomical station Dabanga; 11°55'05.9""N 14°38'40.8""E (of Greenwich).",,7012,8901,2591,Topographic mapping.,,TotalFinaElf,OGP,2008/06/24,2008.045,0
+6199,Egypt 1930,geodetic,"Fundamental point: Station F1 (Venus). Latitude: 30°01'42.86""N, longitude: 31°16'37.05""E (of Greenwich).",1930,7022,8901,3242,Used for scientific purposes only.,"Note that Egypt 1930 uses the International 1924 ellipsoid, unlike the Egypt 1907 datum (code 6229) which uses the Helmert ellipsoid. Oil industry references to the Egypt 1930 datum name and the Helmert ellipsoid probably mean Egypt 1907 datum.",,OGP,2008/06/24,2008.045,0
+6200,Pulkovo 1995,geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'15.359""N, longitude: 30°19'28.318""E (of Greenwich).",1995,7024,8901,1198,Scientific adjustment.,,"""Main Terms of Reference for the State Geodetic Network""; Federal Geodetic Service of Russia; 1994",OGP,2008/06/24,2008.045,0
+6201,Adindan,geodetic,"Fundamental point: Station 15; Adindan. Latitude: 22°10'07.110""N, longitude: 31°29'21.608""E (of Greenwich).",,7012,8901,1271,Topographic mapping.,"The 12th parallel traverse of 1966-70 (Point 58 datum, code 6620) is connected to the Adindan network in western Sudan. This has given rise to misconceptions that the Adindan network is used in west Africa.",,OGP,2008/06/24,2002.431 2003.361 2008.045,0
+6202,Australian Geodetic Datum 1966,geodetic,"Fundamental point: Johnson Memorial Cairn. Latitude: 25°56'54.5515""S, longitude: 133°12'30.0771""E (of Greenwich).",1966,7003,8901,1279,Topographic mapping.,,Australian Map Grid Technical Manual. National Mapping Council of Australia Technical Publication 7; 1972.,OGP,2008/06/24,2003.361 2008.045,0
+6203,Australian Geodetic Datum 1984,geodetic,"Fundamental point: Johnson Memorial Cairn. Latitude: 25°56'54.5515""S, longitude: 133°12'30.0771""E (of Greenwich).",1984,7003,8901,2576,Topographic mapping.,"Uses all data from 1966 adjustment with additional observations, improved software and a geoid model.","""GDA technical manual v2_2"", Intergovernmental Committee on Surveying and Mapping. www.anzlic.org.au/icsm/gdtm/",OGP,2008/06/24,2003.290 2003.361 2008.045,0
+6204,Ain el Abd 1970,geodetic,"Fundamental point: Ain El Abd. Latitude: 28°14'06.171""N, longitude: 48°16'20.906""E (of Greenwich).",1970,7022,8901,1272,Topographic mapping.,,,OGP,2008/06/24,2003.361 2008.045,0
+6205,Afgooye,geodetic,,,7024,8901,1214,Topographic mapping.,,,OGP,1995/06/02,,0
+6206,Agadez,geodetic,,,7011,8901,1177,Topographic mapping.,,,OGP,1995/06/02,,0
+6207,Lisbon 1937,geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 9°07'54.862""W (of Greenwich).",1937,7022,8901,1294,Topographic mapping.,Replaces Lisbon 1890 adjustment (which used Bessel 1841 ellipsoid).,Instituto Geografico e Cadastral; Lisbon,OGP,2008/06/24,2001.551 2008.045,0
+6208,Aratu,geodetic,,,7022,8901,1274,Oil industry geodetic purposes.,,,OGP,1995/06/02,,0
+6209,Arc 1950,geodetic,"Fundamental point: Buffelsfontein. Latitude: 33°59'32.000""S, longitude: 25°30'44.622""E (of Greenwich).",1950,7013,8901,1276,"Topographic mapping, geodetic survey.",,,OGP,2008/06/24,2008.045,0
+6210,Arc 1960,geodetic,"Fundamental point: Buffelsfontein. Latitude: 33°59'32.000""S, longitude: 25°30'44.622""E (of Greenwich).",1960,7012,8901,1277,"Topographic mapping, geodetic survey.",,,OGP,2008/06/24,2008.045,0
+6211,Batavia,geodetic,"Fundamental point: Longitude at Batavia Astro. Station. Latitude: 6°07'39.522""S, longitude: 106°48'27.790""E (of Greenwich). Latitude and azimuth at Genuk.",,7004,8901,1285,Topographic mapping.,,,OGP,2008/06/24,2003.361 2008.045,0
+6212,Barbados 1938,geodetic,"Fundamental point: HMS Challenger astro station M1, St. Anne's Tower. Latitude 13°04'32.53""N, longitude 59°36'29.34""W (of Greenwich).",1938,7012,8901,1042,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,2008/06/24,1999.170 2006.030 2008.045,0
+6213,Beduaram,geodetic,,,7011,8901,2771,Topographic mapping.,,,OGP,2004/09/01,2004.490,0
+6214,Beijing 1954,geodetic,,1954,7024,8901,1067,Topographic mapping.,,,OGP,1995/06/02,,0
+6215,Reseau National Belge 1950,geodetic,"Fundamental point: Lommel (tower). Latitude: 51°13'47.334""N, longitude: 5°18'49.483""E (of Greenwich).",1950,7022,8901,1347,Topographic mapping.,,,OGP,2008/06/24,2003.361 2008.045,0
+6216,Bermuda 1957,geodetic,"Fundamental point: Fort George base. Latitude 32°22'44.36""N, longitude 64°40'58.11""W (of Greenwich).",1957,7008,8901,1047,Topographic mapping.,,Various oil industry sources.,OGP,2008/06/24,2003.362 2008.045,0
+6218,Bogota 1975,geodetic,"Fundamental point: Bogota observatory. Latitude: 4°35'56.570""N, longitude: 74°04'51.300""W (of Greenwich).",1975,7022,8901,3229,Topographic mapping.,Replaces 1951 adjustment. Replaced by MAGNA-SIRGAS (datum code 6685).,"Instituto Geografico Agustin Codazzi (IGAC) special publication no. 1, 4th edition (1975) ""Geodesia: Resultados Definitvos de Parte de las Redes Geodesicas Establecidas en el Pais"".",OGP,2008/06/24,2000.200 2005.060 2007.060 2008.045,0
+6219,Bukit Rimpah,geodetic,"2°00'40.16""S, 105°51'39.76""E (of Greenwich).",,7004,8901,1287,Topographic mapping.,,,OGP,2008/06/24,2008.045,0
+6220,Camacupa,geodetic,"Fundamental point: Campo de Aviaçao. Latitude: 12°01'09.070""S, Longitude = 17°27'19.800""E (of Greenwich)",1948,7012,8901,1288,Coastal hydrography.,,"Portuguese Hydrographic Institute and Clifford J. Mugnier, PE&RS journal, March 2001.",OGP,2008/06/24,2003.361 2006.973 2008.045,0
+6221,Campo Inchauspe,geodetic,"Fundamental point: Campo Inchauspe. Latitude: 35°58'16.56""S, longitude: 62°10'12.03""W (of Greenwich).",,7022,8901,1033,Topographic mapping.,,NIMA http://earth-info.nima.mil/,OGP,2008/06/24,2003.361 2005.460 2008.045,0
+6222,Cape,geodetic,"Fundamental point: Buffelsfontein. Latitude: 33°59'32.000""S, longitude: 25°30'44.622""E (of Greenwich).",,7013,8901,1290,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",OGP,2008/06/24,1996.250 1999.690 2008.045,0
+6223,Carthage,geodetic,"Fundamental point: Carthage. Latitude: 40.9464506g = 36°51'06.50""N, longitude: 8.8724368g E of Paris = 10°19'20.72""E (of Greenwich).",1925,7011,8901,1236,Topographic mapping.,Fundamental point astronomic coordinates determined in 1878.,,OGP,2008/06/24,2003.362 2003.050 2008.045,0
+6224,Chua,geodetic,"Fundamental point: Chua. Latitude: 19°45'41.160""S, longitude: 48°06'07.560""W (of Greenwich).",,7022,8901,3356,Geodetic survey.,"The Chua origin and associated triangulation network is in Brazil, but with a connecting traverse through northern Paraguay. The Chua system was used in Brazil only as input into the Corrego Allegre adjustment (datum code 6225).",NIMA http://earth-info.nima.mil/,OGP,2008/06/24,2003.361 2005.460 2005.840 2006.490 2008.045,0
+6225,Corrego Alegre,geodetic,"Fundamental point: Corrego Alegre. Latitude: 19°50'15.140""S, longitude: 48°57'42.750""W (of Greenwich).",,7022,8901,1293,"Topographic mapping, geodetic survey. Superseded by SAD69.","NIMA gives coordinates of origin as latitude: 19°50'15.140""S, longitude: 48°57'42.750""W.",IGBE and NIMA http://earth-info.nima.mil/,OGP,2008/06/24,2005.841 2008.045,0
+6226,Cote d'Ivoire,geodetic,,,7011,8901,1075,Topographic mapping.,,,OGP,1995/06/02,2001.110,1
+6227,Deir ez Zor,geodetic,"Fundamental point: Trig. 254 Deir. Latitude: 35°21'49.975""N, longitude: 40°05'46.770""E (of Greenwich).",,7011,8901,1623,Topographic mapping.,,,OGP,2008/06/24,2003.361 2008.045,0
+6228,Douala,geodetic,,,7011,8901,1060,Topographic mapping.,,,OGP,1995/06/02,,1
+6229,Egypt 1907,geodetic,"Fundamental point: Station F1 (Venus). Latitude: 30°01'42.86""N, longitude: 31°16'33.60""E (of Greenwich).",1907,7020,8901,1086,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,,OGP,2008/06/24,2008.045,0
+6230,European Datum 1950,geodetic,"Fundamental point: Potsdam (Helmert Tower). Latitude: 52°22'51.4456""N, longitude: 13°03'58.9283""E (of Greenwich).",1950,7022,8901,1296,"Topographic mapping, geodetic survey.",,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2008/06/24,2003.361 2008.045,0
+6231,European Datum 1987,geodetic,"Fundamental point: Potsdam (Helmert Tower). Latitude: 52°22'51.4456""N, longitude: 13°03'58.9283""E (of Greenwich).",1987,7022,8901,1297,Scientific network.,,,OGP,2008/06/24,2003.362 2008.045,0
+6232,Fahud,geodetic,"Fundamental point: Station NO68-024 Fahud. Latitude: 22°17'31.182""N, longitude: 56°29'18.820""E (of Greenwich).",,7012,8901,3288,Oil industry mapping.,Replaced by PSD93 (code 6134).,Petroleum Development Oman.,OGP,2008/06/24,2008.045,0
+6233,Gandajika 1970,geodetic,,1970,7022,8901,1152,Topographic mapping.,,,OGP,1995/06/02,,1
+6234,Garoua,geodetic,,,7011,8901,1060,Topographic mapping.,The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this datum has used the IGN version.,,OGP,1995/06/02,,1
+6235,Guyane Francaise,geodetic,,,7022,8901,1097,Topographic mapping.,,,OGP,1995/06/02,,1
+6236,Hu Tzu Shan,geodetic,"Fundamental point: Hu Tzu Shan. Latitude: 23°58'32.34""N, longitude: 120°58'25.975""E (of Greenwich).",,7022,8901,3315,Topographic mapping.,,NIMA http://earth-info.nima.mil/,OGP,2008/06/24,2003.362 2005.460 2005.830 2008.045,0
+6237,Hungarian Datum 1972,geodetic,"Fundamental point: Szolohegy. Latitude: 47°17'32,6156""N, longitude 19°36'09.9865""E (of Greenwich); geoid height 6.56m.",1972,7036,8901,1119,Topographic mapping.,,http://lazarus.elte.hu/gb/geodez/geod3.htm,OGP,2008/06/24,1996.090 2008.045,0
+6238,Indonesian Datum 1974,geodetic,"Fundamental point: Padang. Latitude: 0°56'38.414""S, longitude: 100°22' 8.804""E (of Greenwich). Ellipsoidal height 3.190m, gravity-related height 14.0m above mean sea level.",1974,7021,8901,1122,Topographic mapping.,Replaced by DGN95.,Bakosurtanal 1979 paper by Jacob Rais.,OGP,2008/06/24,2002.151 2006.810 2008.045,0
+6239,Indian 1954,geodetic,Extension of Kalianpur 1937 over Myanmar and Thailand.,1954,7015,8901,1304,Topographic mapping.,,,OGP,2003/12/31,2003.361,0
+6240,Indian 1975,geodetic,Fundamental point: Khau Sakaerang.,1975,7015,8901,1231,Topographic mapping.,,,OGP,1995/06/02,,0
+6241,Jamaica 1875,geodetic,"Fundamental point: Fort Charles Flagstaff. Latitude: 17°55'55.800""N, longitude: 76°56'37.260""W (of Greenwich).",1875,7034,8901,3342,Topographic mapping.,,"Survey Department, Government of Jamaica, 1983.",OGP,2008/06/24,2004.510 2008.045,0
+6242,Jamaica 1969,geodetic,"Fundamental point: Fort Charles Flagstaff. Latitude: 17°55'55.800""N, longitude: 76°56'37.260""W (of Greenwich).",1969,7008,8901,3342,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Survey Department, Government of Jamaica, 1983.",OGP,2008/06/24,2004.510 2008.045,0
+6243,Kalianpur 1880,geodetic,"Fundamental point: Kalianpur. Latitude: 24°07'11.260""N, longitude: 77°39'17.570""E (of Greenwich).",1880,7042,8901,1307,Topographic mapping.,Includes 1916 extension into Burma (Myanmar). Replaced by 1937 adjustment.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2008/06/24,1997.231 2004.290 2008.045,0
+6244,Kandawala,geodetic,,,7015,8901,3310,Topographic mapping.,,,OGP,1995/06/02,,0
+6245,Kertau 1968,geodetic,"Fundamental point: Kertau. Latitude: 3°27'50.710""N, longitude: 102°37'24.550""E (of Greenwich).",1968,7018,8901,1309,"Geodetic survey, cadastre.",Replaces MRT48 and earlier adjustments. Adopts metric conversion of 39.370113 inches per metre. Not used for 1969 metrication of RSO grid - see Kertau (RSO) (code 6751).,Defence Geographic Centre.,OGP,2008/06/24,2006.251 2008.045,0
+6246,Kuwait Oil Company,geodetic,"Fundamental point: K28. Latitude: 29°03'42.348""N, longitude: 48°08'42.558""E (of Greenwich).",1952,7012,8901,3267,Oil industry mapping.,,,OGP,2008/06/24,2004.410 2008.045,0
+6247,La Canoa,geodetic,"Fundamental point: La Canoa. Latitude: 8°34'17.170""N, longitude: 63°51'34.880""W (of Greenwich).",,7022,8901,3327,"Geodetic survey, topographic mapping, engineering survey.",Origin also adopted for PSAD56.,,OGP,2008/06/24,2008.045,0
+6248,Provisional South American Datum 1956,geodetic,"Fundamental point: La Canoa. Latitude: 8°34'17.170""N, longitude: 63°51'34.880""W (of Greenwich).",1956,7022,8901,1348,Topographic mapping.,Same origin as La Canoa datum.,,OGP,2008/06/24,2008.045,0
+6249,Lake,geodetic,"Fundamental point: Maracaibo Cathedral. Latitude: 10°38'34.678""N, longitude: 71°36'20.224""W (of Greenwich).",,7022,8901,1312,Oil industry mapping.,,,OGP,2008/06/24,2008.045,0
+6250,Leigon,geodetic,"Fundamental point: GCS Station 121, Leigon. Latitude: 5°38'52.27""N, longitude: 0°11'46.08""W (of Greenwich).",,7012,8901,1104,Topographic mapping.,Replaced Accra datum (code 6168) from 1978. Coordinates at Leigon fundamental point defined as Accra datum values for that point.,Ordnance Survey International,OGP,2008/06/24,2008.045,0
+6251,Liberia 1964,geodetic,"Fundamental point: Robertsfield. Latitude: 6°13'53.02""N, longitude: 10°21'35.44""W (of Greenwich).",1964,7012,8901,3270,Topographic mapping.,,NIMA http://earth-info.nima.mil/,OGP,2008/06/24,2003.362 2005.460 2008.045,0
+6252,Lome,geodetic,,,7011,8901,1232,Topographic mapping.,,,OGP,1995/06/02,,0
+6253,Luzon 1911,geodetic,"Fundamental point: Balacan. Latitude: 13°33'41.000""N, longitude: 121°52'03.000""E (of Greenwich).",1911,7008,8901,1190,Topographic mapping.,Replaced by Philippine Reference system of 1992 (datum code 6683).,Coast and Geodetic Survey,OGP,2008/06/24,2004.730 2008.045,0
+6254,Hito XVIII 1963,geodetic,Chile-Argentina boundary survey.,1963,7022,8901,1303,Geodetic survey.,Used in Tierra del Fuego.,Various oil company records.,OGP,1995/06/02,,0
+6255,Herat North,geodetic,"Fundamental point: Herat North. Latitude: 34°23'09.08""N, longitude: 64°10'58.94""E (of Greenwich).",,7022,8901,1024,Topographic mapping.,,NIMA http://earth-info.nima.mil/,OGP,2008/06/24,2003.362 2005.460 2008.045,0
+6256,Mahe 1971,geodetic,Fundamental point: Mahe.,1971,7012,8901,1208,Topographic mapping.,,,OGP,1995/06/02,,0
+6257,Makassar,geodetic,"Fundamental point: station P1, Moncongloe. Latitude: 5°08'41.42""S, long 119°24'14.94""E (of Greenwich).",,7004,8901,1316,Topographic mapping.,,NIMA http://earth-info.nima.mil/,OGP,2008/06/24,2003.361 2005.460 2008.045,0
+6258,European Terrestrial Reference System 1989,geodetic,Fixed to the stable part of the Eurasian continental plate and consistent with ITRS at the epoch 1989.0.,1989,7019,8901,1298,Geodetic survey.,The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used for the realisation.,,OGP,2003/08/14,1997.110 1997.550 1999.111 2000.720 2003.260,0
+6259,Malongo 1987,geodetic,"Fundamental point: Station Y at Malongo base camp. Latitude: 5°23'30.810""S, longitude: 12°12'01.590""E (of Greenwich).",1987,7022,8901,3180,Oil industry offshore exploration and production from 1987.,"Replaced Mhast (offshore) (code 6705) in 1987. Origin coordinates constrained to those of Mhast (offshore) but other station coordinates differ. References to ""Mhast"" since 1987 often should have stated ""Malongo 1987"".",Chevron Petroleum Technology.,OGP,2008/06/24,2005.751 2008.045,0
+6260,Manoca,geodetic,,,7012,8901,1060,Topographic mapping.,,,OGP,1995/06/02,,1
+6261,Merchich,geodetic,"Fundamental point: Merchich. Latitude: 33°26'59.672""N, longitude: 7°33'27.295""W (of Greenwich).",1922,7011,8901,3280,Topographic mapping.,,,OGP,2008/06/24,2003.361 2008.045,0
+6262,Massawa,geodetic,,,7004,8901,1089,Topographic mapping.,,,OGP,1995/06/02,,0
+6263,Minna,geodetic,"Fundamental point: Minna base station L40. Latitude: 9°38'08.87""N, longitude: 6°30'58.76""E (of Greenwich).",,7012,8901,1178,Topographic mapping.,,NIMA http://earth-info.nima.mil/,OGP,2008/06/24,2003.361 2005.460 2008.045,0
+6264,Mhast,geodetic,,,7022,8901,1318,Coastal hydrography.,,,OGP,1995/06/02,,1
+6265,Monte Mario,geodetic,"Fundamental point: Monte Mario. Latitude: 41°55'25.51""N, longitude: 12°27'08.4""E (of Greenwich).",1940,7022,8901,3343,Topographic mapping.,"Replaced Genova datum, Bessel 1841 ellipsoid, from 1940.",,OGP,2008/06/24,2003.360 2008.045,0
+6266,M'poraloko,geodetic,,,7011,8901,1100,Topographic mapping.,,,OGP,1995/06/02,,0
+6267,North American Datum 1927,geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",1927,7008,8901,1349,Topographic mapping.,"In North America, replaced by North American Datum 1983 (NAD83)",,OGP,2008/06/24,2008.024 2008.045,0
+6268,NAD Michigan,geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",,7009,8901,1391,Topographic mapping.,,,OGP,2008/06/24,2008.045,0
+6269,North American Datum 1983,geodetic,Origin at geocentre.,1986,7019,8901,1350,Topographic mapping.,"Although the 1986 adjustment included connections to Greenland and Mexico, it has not been adopted there. In Canada and US, replaced NAD27.",,OGP,2008/04/11,2006.464 2008.024,0
+6270,Nahrwan 1967,geodetic,"Fundamental point: Nahrwan south base. Latitude: 33°19'10.87""N, longitude: 44°43'25.54""E (of Greenwich).",1967,7012,8901,1351,Topographic mapping.,"In Iraq, replaces Nahrwan 1934.",,OGP,2008/06/24,2006.340 2008.045,0
+6271,Naparima 1972,geodetic,"Fundamental point: Naparima. Latitude: 10°16'44.860""N, longitude: 61°27'34.620""W (of Greenwich).",1972,7022,8901,1322,Topographic mapping.,Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.,Ordnance Survey International.,OGP,2008/06/24,2008.045,0
+6272,New Zealand Geodetic Datum 1949,geodetic,"Fundamental point: Papatahi. Latitude: 41°19' 8.900""S, longitude: 175°02'51.000""E (of Greenwich).",1949,7022,8901,3285,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by New Zealand Geodetic Datum 2000 (code 6167) from March 2000.,Land Information New Zealand. http://www.linz.govt.nz/rcs/linz/pub/web/root/core/SurveySystem/GeodeticInfo/GeodeticDatums/nzgd2000factsheet/index.jsp,OGP,2008/06/24,2000.702 2004.110 2008.045,0
+6273,NGO 1948,geodetic,"Fundamental point: Oslo observatory. Latitude: 59°54'43.7""N, longitude: 10°43'22.5""E (of Greenwich).",1948,7005,8901,1352,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,EuroGeographics; http://crs.bkg.bund.de/crs-eu/,OGP,2008/06/24,2003.362 2008.045,0
+6274,Datum 73,geodetic,"Fundamental point: TF4, Melrica. Latitude: 39°41'37.30""N, longitude: 8°07'53.31""W (of Greenwich).",1964,7022,8901,1294,Topographic mapping.,,Instituto Geografico e Cadastral; Lisbon,OGP,2008/06/24,2008.045,0
+6275,Nouvelle Triangulation Francaise,geodetic,"Fundamental point: Pantheon. Latitude: 48°50'46.522""N, longitude: 2°20'48.667""E (of Greenwich).",1895,7011,8901,1326,Topographic mapping.,,,OGP,2008/06/24,2003.361 2008.045,0
+6276,NSWC 9Z-2,geodetic,,,7025,8901,1262,Satellite navigation.,Transit precise ephemeris before 1991.,,OGP,1995/06/02,,0
+6277,OSGB 1936,geodetic,"Fundamental point: Pre 2002: Herstmonceux, Latitude: 50°51'55.271""N, longitude: 0°20'45.882""E (of Greenwich). From April 2002 the datum is defined through the application of the OSTN02 transformation (tfm code 1039) to ETRS89.",1936,7001,8901,1264,Topographic mapping.Topographic mapping.Topographic mapping.Topographic mapping.,,Ordnance Survey of Great Britain,OGP,2008/06/24,2002.620 2008.045,0
+6278,OSGB 1970 (SN),geodetic,"Fundamental point: Herstmonceux. Latitude: 50°51'55.271""N, longitude: 0°20'45.882""E (of Greenwich).",1970,7001,8901,1264,Scientific network.,,,OGP,2008/06/24,2005.880 2008.045,0
+6279,OS (SN) 1980,geodetic,"Fundamental point: Herstmonceux. Latitude: 50°51'55.271""N, longitude: 0°20'45.882""E (of Greenwich).",1980,7001,8901,1354,Scientific network.,,,OGP,2008/06/24,2008.045,0
+6280,Padang 1884,geodetic,Fundamental point: Padang.,1884,7004,8901,1355,Topographic mapping.,,,OGP,1995/06/02,,0
+6281,Palestine 1923,geodetic,"Fundamental point: Point 82'M Jerusalem. Latitude: 31°44' 2.749""N, longitude: 35°12'43.490""E (of Greenwich).",1923,7010,8901,1356,Topographic mapping.,,,OGP,2008/06/24,2004.150 2008.045,0
+6282,Congo 1960 Pointe Noire,geodetic,"Fundamental point: Point Noire Astro. Latitude: 4°47'00.10""S, longitude: 11°51'01.55""E (of Greenwich).",1960,7011,8901,1072,Topographic mapping.,,Elf,OGP,2008/06/24,2002.050 2003.361 2008.045,0
+6283,Geocentric Datum of Australia 1994,geodetic,ITRF92 at epoch 1994.0.,1994,7019,8901,2575,"Topographic mapping, geodetic survey.",Coincident with WGS84 to within 1 metre.,Australian Surveying and Land Information Group Internet WWW page. http://www.auslig.gov.au/geodesy/datums/gda.htm#specs,OGP,1995/06/02,,0
+6284,Pulkovo 1942,geodetic,"Fundamental point: Pulkovo observatory. Latitude: 59°46'18.550""N, longitude: 30°19'42.090""E (of Greenwich).",1942,7024,8901,1357,Topographic mapping.,,,OGP,2008/06/24,2008.045,0
+6285,Qatar 1974,geodetic,Fundamental point: Station G3.,1974,7022,8901,1346,Topographic mapping.,,,OGP,2001/08/28,2001.270,0
+6286,Qatar 1948,geodetic,"Fundamental point: Sokey 0 M. Latitude: 25°22'56.500""N, longitude: 50°45'41.000""E (of Greenwich).",1948,7020,8901,1346,Topographic mapping.,,,OGP,2008/06/24,2008.045,0
+6287,Qornoq,geodetic,,1927,7022,8901,1107,Topographic mapping.,,,OGP,1995/06/02,,1
+6288,Loma Quintana,geodetic,Fundamental point: Loma Quintana.,,7022,8901,1313,Topographic mapping.,Replaced by La Canoa (code 6247).,,OGP,1995/06/02,,0
+6289,Amersfoort,geodetic,"Fundamental point: Amersfoort. Latitude: 52°09'22.178""N, longitude: 5°23'15.478""E (of Greenwich).",,7004,8901,1275,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,http://www.rdnap.nl/,OGP,2008/06/24,2000.560 2003.361 2005.460 2008.045,0
+6291,South American Datum 1969,geodetic,,1969,7036,8901,1358,Topographic mapping.,SAD69 uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision is 0 to 31mm.,,OGP,1996/10/18,1996.090 1997.252,1
+6292,Sapper Hill 1943,geodetic,,1943,7022,8901,3247,Topographic mapping.,,,OGP,1995/06/02,,0
+6293,Schwarzeck,geodetic,"Fundamental point: Schwarzeck. Latitude: 22°45'35.820""S, longitude: 18°40'34.549""E (of Greenwich). Fixed during German South West Africa-British Bechuanaland boundary survey of 1898-1903.",,7046,8901,1169,Topographic mapping.,,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",OGP,2008/06/24,2001.150 2003.362 2008.045,0
+6294,Segora,geodetic,,,7004,8901,1359,Topographic mapping.,,,OGP,1995/06/02,,1
+6295,Serindung,geodetic,"Fundamental point: Ep A. Latitude: 1°06'10.60""N, longitude: 105°00'59.82""E (of Greenwich).",,7004,8901,1360,Topographic mapping.,,NIMA http://earth-info.nima.mil/,OGP,2008/06/24,2003.362 2005.460 2008.045,0
+6296,Sudan,geodetic,,,7011,8901,1361,Topographic mapping.,,,OGP,1995/06/02,,1
+6297,Tananarive 1925,geodetic,"Fundamental point: Tananarive observatory. Latitude: 18°55'02.10""S, longitude: 47°33'06.75""E (of Greenwich).",2025,7022,8901,3273,Topographic mapping.,,IGN Paris,OGP,2008/06/24,2003.361 2008.045,0
+6298,Timbalai 1948,geodetic,"Fundamental point: Station P85 at Timbalai. Latitude: 5°17' 3.548""N, longitude: 115°10'56.409""E (of Greenwich).",1948,7016,8901,1362,Topographic mapping.,"In 1968, the original adjustment was densified in Sarawak and extended to Sabah.",Defence Geographic Centre.,OGP,2008/06/24,2006.252 2008.045,0
+6299,TM65,geodetic,Adjusted to best mean fit 12 stations of the OSNI 1952 primary adjustment.,1965,7002,8901,1305,Topographic mapping.,"Differences between OSNI 1952 and TM65 at these stations are RMS 0.25m east, 0.23m north, maximum vector 0.57m. TM65 replaced by and not to be confused with Geodetic Datum of 1965 alias 1975 Mapping Adjustment or TM75 (datum code 6300).","""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2003/06/27,2002.621,0
+6300,Geodetic Datum of 1965,geodetic,Adjusted to best mean fit 9 stations of the OSNI 1952 primary adjustment in Northern Ireland plus the 1965 values of 3 stations in the Republic of Ireland.,1975,7002,8901,1305,"Geodetic survey, topographic mapping and engineering survey.",Differences from the 1965 adjustment (datum code 6299) are: average difference in Eastings 0.092m; average difference in Northings 0.108m; maximum vector difference 0.548m.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2003/06/27,2002.621,0
+6301,Tokyo,geodetic,"Fundamental point: Nikon-Keido-Genten. Latitude: 35°39'17.5148""N, longitude: 139°44'40.5020""E (of Greenwich).",,7004,8901,1364,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by Japanese Geodetic Datum 2000 (code 6611).,Geographic Survey Institute; Japan; Bulletin 40 (March 1994). Also http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html,OGP,2008/06/24,1998.460 2002.080 2008.045,0
+6302,Trinidad 1903,geodetic,"Station 00, Harbour Master's Flagstaff, Port of Spain. ¶Trinidad 1903 / Trinidad Grid coordinates (Clarke's links): 333604.30 E, 436366.91 N (Latitude: 10°38'39.01""N, Longitude: 61°30'38.00""W of Greenwich)",1903,7007,8901,1339,Topographic mapping.,,"""Land Surveyor's Handbook"", 1935, published under the direction of JW MacGillivray, Surveyor General, Land & Survey's Department, Trinidad & Tobago.",OGP,2008/06/24,2003.362 2004.130 2008.045,0
+6303,Trucial Coast 1948,geodetic,"Fundamental point: TC1. Latitude: 25°23'50.190""N, longitude: 55°26'43.950""E (of Greenwich).",1948,7020,8901,1363,Oil industry mapping.,,,OGP,2008/06/24,2008.045,0
+6304,Voirol 1875,geodetic,"Fundamental point: Voirol. Latitude: 36°45'07.927""N, longitude: 3°02'49.435""E of Greenwich. Uses RGS (and old IGN) value of 2°20'13.95""for Greenwich-Paris meridian difference.",1875,7011,8901,1365,Topographic mapping.,Replaced by Voirol 1879 (code 6671).,IGN Paris,OGP,2008/06/24,2003.361 2008.045,0
+6306,Bern 1938,geodetic,"Fundamental point: Old Bern observatory. Latitude: 46°57'07.890""N, longitude: 7°26'22.335""E (of Greenwich).",1938,7004,8901,1286,Topographic mapping.,This redetermination of the coordinates of fundamental point is used for scientific purposes and as the graticule overprinted on topographic maps constructed on the CH1903 / LV03 projected CS (code 21781).,"""Die Projektionen der schweizerischen Plan- und Kartenwerke""; J. Bolliger 1967",OGP,2008/06/24,2008.045,0
+6307,Nord Sahara 1959,geodetic,Coordinates of primary network readjusted on ED50 datum and then transformed conformally to Clarke 1880 (RGS) ellipsoid.,1959,7012,8901,1365,Topographic mapping.,Sometimes incorrectly referred to as Voirol Unifie 1960. Voirol Unifie 1960 is NOT a datum: it is two projected coordinate systems based on Nord Sahara 1959. See coordinate system codes 30791 and 30792.,"""Le System Geodesique Nord-Sahara""; IGN Paris",OGP,2006/01/16,1999.620 2003.361 2005.880,0
+6308,Stockholm 1938,geodetic,Fundamental point: Stockholm observatory.,1938,7004,8901,3313,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RT90 adjustment (datum code 6124),,OGP,1996/04/12,,0
+6309,Yacare,geodetic,"Fundamental point: Yacare. Latitude: 30°35'53.68""S, longitude: 57°25'01.30""W (of Greenwich).",,7022,8901,1247,Topographic mapping.,,NIMA http://earth-info.nima.mil/,OGP,2008/06/24,2003.362 2005.460 2008.045,0
+6310,Yoff,geodetic,"Fundamental point: Yoff. Latitude: 14°44'41.62""N, longitude: 17°29'07.02""W (of Greenwich).",,7011,8901,1207,Topographic mapping.,,,OGP,2008/06/24,2003.362 2008.045,0
+6311,Zanderij,geodetic,,,7022,8901,1222,Topographic mapping.,,,OGP,1995/06/02,,0
+6312,Militar-Geographische Institut,geodetic,"Fundamental point: Hermannskogel. Latitude: 48°16'15.29""N, longitude: 16°17'41.06""E (of Greenwich).",1901,7004,8901,1321,Topographic mapping.,Croatia is planning to define a new modern datum to replace HR1901 (info from EuroGeographics; http://crs.ifag.de/).,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2008/06/24,2008.045,0
+6313,Reseau National Belge 1972,geodetic,"Fundamental point: Uccle observatory. Latitude: 50°47'57.704""N, longitude: 4°21'24.983""E (of Greenwich).",1972,7022,8901,1347,Topographic mapping.,,,OGP,2008/06/24,2008.045,0
+6314,Deutsches Hauptdreiecksnetz,geodetic,"Fundamental point: Rauenberg. Latitude: 52°27'12.021""N, longitude: 13°22'04.928""E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.",,7004,8901,2326,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,BKG via EuroGeographics. http://crs.bkg.bund.de,OGP,2008/06/24,2001.511 2006.410 2008.045,0
+6315,Conakry 1905,geodetic,"Fundamental point: Conakry. Latitude: 10.573766g N, longitude: 17.833682g W (of Paris).",1905,7011,8901,3257,Topographic mapping.,,,OGP,1995/06/02,,0
+6316,Dealul Piscului 1933,geodetic,"Fundamental point: latitude 44°24'33.9606""N, longitude 26°06'44.8772""E (of Greenwich).",1933,7022,8901,3295,Topographic mapping.,Replaced by 1970 adjustment (datum code 6317),Institute for Geodesy Photogrametry and Land Management,OGP,2008/06/24,2008.045,0
+6317,Dealul Piscului 1970,geodetic,"Fundamental point: latitude 44°24'23.7709""N, longitude 26°06'44.1265""E (of Greenwich).",1970,7024,8901,1197,Topographic mapping.,Replaces 1933 adjustment (datum code 6316),Institute for Geodesy Photogrametry and Land Management,OGP,2008/06/24,2008.045,0
+6318,National Geodetic Network,geodetic,,1993,7030,8901,3267,Geodetic survey.,Replaces 1984 adjustment which used the WGS72 ellipsoid.,,OGP,2004/06/16,2004.410,0
+6319,Kuwait Utility,geodetic,,,7019,8901,1310,"Cadastre, engineering survey.",,,OGP,1996/04/12,,0
+6322,World Geodetic System 1972,geodetic,Developed from a worldwide distribution of terrestrial and geodetic satellite observations and defined through a set of station coordinates.,1972,7043,8901,1262,Satellite navigation.,Used by GPS before 1987. For Transit satellite positioning see also WGS 72BE.,NIMA http://earth-info.nima.mil/,OGP,2006/08/24,1999.030 2003.362 2005.460 2006.820,0
+6324,WGS 72 Transit Broadcast Ephemeris,geodetic,,1972,7043,8901,1262,Satellite navigation.,Alleged datum for use with Transit broadcast ephemeris prior to 1989. Relationship to WGS 72 has changed over time.,,OGP,2006/08/24,1999.030 2006.820,0
+6326,World Geodetic System 1984,geodetic,"Defined through a consistent set of station coordinates. These have changed with time: by 0.7m on 29/6/1994 [WGS 84 (G730)], a further 0.2m on 29/1/1997 [WGS 84 (G873)] and a further 0.06m on 20/1/2002 [WGS 84 (G1150)].",1984,7030,8901,1262,Satellite navigation.,"EPSG's WGS 84 datum has been the then current realisation. No distinction is made between the original WGS 84 frame, WGS 84 (G730), WGS 84 (G873) and WGS 84 (G1150). Since 1997, WGS 84 has been maintained within 10cm of the then current ITRF.",NIMA TR8350.2 June 2004 revision. http://earth-info.nga.mil/GandG/publications/tr8350.2/tr8350_2.html and ¶http://gis-lab.info/docs/nima-tr8350.2-addendum.pdf,OGP,2006/08/25,2002.151 2002.890 2003.270 2005.460 2005.550 2006.810,0
+6600,Anguilla 1957,geodetic,"Fundamental point: station A4, Police.",1957,7012,8901,3214,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999/04/22,,0
+6601,Antigua 1943,geodetic,Fundamental point: station A14.,1943,7012,8901,1273,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999/04/22,,0
+6602,Dominica 1945,geodetic,Fundamental point: station M12.,1945,7012,8901,3239,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999/04/22,,0
+6603,Grenada 1953,geodetic,"Fundamental point: station GS8, Sante Marie.",1953,7012,8901,1551,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,2006/02/09,2006.030,0
+6604,Montserrat 1958,geodetic,Fundamental point: station M36.,1958,7012,8901,3279,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999/04/22,,0
+6605,St. Kitts 1955,geodetic,Fundamental point: station K12.,1955,7012,8901,3297,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999/04/22,,0
+6606,St. Lucia 1955,geodetic,Fundamental point: station DCS3.,1955,7012,8901,3298,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,1999/04/22,,0
+6607,St. Vincent 1945,geodetic,"Fundamental point: station V1, Fort Charlotte.",1945,7012,8901,3300,Topographic mapping.,,Ordnance Survey of Great Britain.,OGP,2006/02/09,2006.030,0
+6608,North American Datum 1927 (1976),geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",1976,7008,8901,1367,"Geodetic survey, cadastre, topographic mapping, engineering survey.",NAD27(76) used in Ontario for all maps at scale 1/20 000 and larger; elsewhere in Canada for selected purposes.,Geodetic Survey of Canada.,OGP,2008/06/24,2008.045,0
+6609,North American Datum 1927 (CGQ77),geodetic,"Fundamental point: Meade's Ranch. Latitude: 39°13'26.686""N, longitude: 98°32'30.506""W (of Greenwich).",1977,7008,8901,1368,"Geodetic survey, cadastre, topographic mapping, engineering survey.",NAD27 (CGQ77) used in Quebec for all maps at scale 1/20 000 and larger; generally for maps issued by the Quebec cartography office whose reference system is CGQ77.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,OGP,2008/06/24,2008.045,0
+6610,Xian 1980,geodetic,,1980,7049,8901,3228,"Geodetic survey, topographic and engineering survey.",,BP,OGP,2002/02/12,,0
+6611,Hong Kong 1980,geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22°18'12.82"", longitude 114°10'18.75""E (of Greenwich).",1980,7022,8901,1118,"Geodetic survey, topgraphic and engineering survey, cadastre.",Replaces Hong Kong 1963 and Hong Kong 1963(67).,"Survey and Mapping Office, Lands Department. http://www.info.gov.hk/landsd/mapping/tindex.htm",OGP,2008/06/24,2005.260 2008.045,0
+6612,Japanese Geodetic Datum 2000,geodetic,ITRF94 at epoch 1997.0,2000,7019,8901,1129,"Geodetic survey, topographic and engineering survey.",Instigated under amendment to the Japanese Surveying Law with effect from April 2002. Replaces Tokyo datum (code 6301).,Japanese Survey Federation and Geographical Survey Institute http://www.gsi.go.jp/ENGLISH/RESEARCH/BULLETIN/vol-45/45abst1.htm,OGP,2002/06/22,,0
+6613,Gunung Segara,geodetic,"Station P5 (Gunung Segara). Latitude 0°32'12.83""S, longitude 117°08'48.47""E (of Greenwich).",,7004,8901,1360,Topographic mapping.,,TotalFinaElf.,OGP,2008/06/24,2008.045,0
+6614,Qatar National Datum 1995,geodetic,Defined by transformation from WGS 84 - see coordinate operation code 1840.,1995,7022,8901,1346,Topographic mapping.,,Qatar Centre for Geographic Information.,OGP,2002/06/28,,0
+6615,Porto Santo 1936,geodetic,SE Base on Porto Santo island.,1936,7022,8901,1314,Topographic mapping.,Replaced by 1995 adjustment (datum code 6663). For Selvagens see Selvagem Grande (code 6616).,Instituto Geografico e Cadastral Lisbon http://www.igeo.pt,OGP,2003/08/14,2003.231 2003.232,0
+6616,Selvagem Grande,geodetic,,,7022,8901,2779,Topographic mapping.,,Instituto Geografico e Cadastral Lisbon http://www.igeo.pt,OGP,2003/08/14,2003.232,0
+6618,South American Datum 1969,geodetic,"Fundamental point: Chua. Geodetic latitude: 19°45'41.6527""S; geodetic longitude: 48°06'04.0639""W (of Greenwich). (Astronomic coordinates: Latitude 19°45'41.34""S +/- 0.05"", longitude 48°06'07.80""W +/- 0.08"").",1969,7050,8901,1358,Topographic mapping.,SAD69 uses GRS 1967 ellipsoid but with 1/f to exactly 2 decimal places.,DMA 1974.,OGP,2008/06/24,2003.362 2008.045,0
+6619,SWEREF99,geodetic,Densification of ETRS89.,1982,7019,8901,1225,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,National Land Survey of Sweden http://www.lantmateriet.se,OGP,2002/09/19,,0
+6620,Point 58,geodetic,"Fundamental point: Point 58. Latitude: 3°58'37.040""N, longitude: 12°52'44.045""E (of Greenwich).",1969,7012,8901,2790,Geodetic survey,Used as the basis for computation of the 12th Parallel traverse conducted 1966-70 from Senegal to Chad and connecting to the Adindan triangulation in Sudan.,IGN Paris.,OGP,2008/06/24,2008.045,0
+6621,Fort Marigot,geodetic,,,7022,8901,2828,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RRAF 1991 (datum code 6640).,IGN Paris.,OGP,2002/11/29,,0
+6622,Guadeloupe 1948,geodetic,,1948,7022,8901,2829,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RRAF 1991 (datum code 6640).,IGN Paris.,OGP,2004/10/14,2004.561,0
+6623,Centre Spatial Guyanais 1967,geodetic,"Fundamental point: Kourou-Diane. Latitude: 5°15'53.699""N, longitude: 52°48'09.149""W (of Greenwich).",1967,7022,8901,3105,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RGFG95 (code 6624).,IGN Paris.,OGP,2008/06/24,2004.562 2008.045,0
+6624,Reseau Geodesique Francais Guyane 1995,geodetic,ITRF93 at epoch 1995.0,1995,7019,8901,1097,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces CSG67 (datum code 6623).,IGN Paris.,OGP,2002/11/29,,0
+6625,Martinique 1938,geodetic,"Fundamental point: Fort Desaix. Latitude: 14°36'54.090""N, longitude: 61°04'04.030""W (of Greenwich).",1938,7022,8901,3276,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RRAF 1991 (datum code 6640).,IGN Paris.,OGP,2008/06/24,2004.561 2008.045,0
+6626,Reunion 1947,geodetic,"Fundamental point: Piton des Neiges (Borne). Latitude: 21°05'13.119""S, longitude: 55°29'09.193""E (of Greenwich).",1947,7022,8901,3337,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RGR92 (datum code 6627).,IGN Paris.,OGP,2008/06/24,2004.561 2008.045,0
+6627,Reseau Geodesique de la Reunion 1992,geodetic,ITRF91 at epoch 1993.0,1992,7019,8901,1196,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces Piton des Neiges (code 6626).,IGN Paris.,OGP,2006/08/18,2006.770,0
+6628,Tahiti 52,geodetic,"Fundamental point: Tahiti North Base. Latitude: 17°38'10.0""S, longitude: 149°36'57.8""W (of Greenwich).",1952,7022,8901,2811,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by Tahiti 79 (datum code 6690) in Tahiti and Moorea 87 (code 6691) in Moorea.,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/06/24,2005.380 2008.045,0
+6629,Tahaa 54,geodetic,"Fundamental point: Tahaa East Base. Latitude: 16°33'20.97""S, longitude: 151°29'06.25""W (of Greenwich).",1954,7022,8901,2812,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/06/24,2005.380 2008.045,0
+6630,IGN72 Nuku Hiva,geodetic,"Fundamental point: Taiohae. Latitude: 8°55'03.97""S, longitude: 140°05'36.24""W (of Greenwich).",1972,7022,8901,3129,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/06/24,2005.380 2008.045,0
+6631,K0 1949,geodetic,,1949,7022,8901,2816,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2002/11/29,,1
+6632,Combani 1950,geodetic,,1950,7022,8901,3340,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2002/11/29,,0
+6633,IGN56 Lifou,geodetic,South end of the Goume base.,1956,7022,8901,2814,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2006.620,0
+6634,IGN72 Grande Terre,geodetic,North end of Gomen base.,1972,7022,8901,2822,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2006.620,0
+6635,ST87 Ouvea,geodetic,,1987,7022,8901,2813,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,OGP,2002/11/29,,1
+6636,Petrels 1972,geodetic,"Fundamental point: Astro station DZ on Ile de Petrels. Latitude: 66°40'00""S, longitude: 140°00'46""E (of Greenwich).",1972,7022,8901,2817,"Geodetic survey, topographic mapping.",,IGN Paris.,OGP,2008/06/24,2008.045,0
+6637,Pointe Geologie Perroud 1950,geodetic,"Fundamental point: Astro station G.0 on Pointe Geologie. Latitude: 66°39'30""S, longitude: 140°01'00""E (of Greenwich).",1950,7022,8901,2818,"Geodetic survey, topographic mapping.",,IGN Paris.,OGP,2008/06/24,2008.045,0
+6638,Saint Pierre et Miquelon 1950,geodetic,,1950,7008,8901,1220,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2006/02/03,2006.060,0
+6639,MOP78,geodetic,,1978,7022,8901,2815,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2002/11/29,,0
+6640,Reseau de Reference des Antilles Francaises 1991,geodetic,WGS 84 coordinates of a single station determined during the 1988 Tango mission.,1991,7030,8901,2824,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces Fort Marigot and Sainte Anne (datum codes 6621-22) in Guadeloupe and Fort Desaix (datum code 6625) in Martinique.,IGN Paris.,OGP,2004/03/26,2004.200,0
+6641,IGN53 Mare,geodetic,South-east end of the La Roche base.,1953,7022,8901,2819,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2006.620,0
+6642,ST84 Ile des Pins,geodetic,Fundamental point: Pic Nga.,1984,7022,8901,2820,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2006.620,0
+6643,ST71 Belep,geodetic,,1971,7022,8901,2821,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,OGP,2002/11/29,,0
+6644,NEA74 Noumea,geodetic,Noumea old signal station.,1974,7022,8901,2823,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,2006.620,0
+6645,Reseau Geodesique Nouvelle Caledonie 1991,geodetic,ITRF90 at epoch 1989.0,1989,7022,8901,1174,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Service Topographique de la Nouvelle Caledonie.,OGP,2002/11/29,,1
+6646,Grand Comoros,geodetic,"Fundamental point: M'Tsaoueni. Latitude: 11°28'32.200""S, longitude: 43°15'42.315""E (of Greenwich).",,7022,8901,2807,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2008/06/24,2008.045,0
+6647,International Terrestrial Reference Frame 1988,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1988,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1988.0. Replaced by ITRF89 (code 6648).,International Earth Rotation Service (IERS) Annual Report for 1988. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2006/10/13,2006.770 2006.892,0
+6648,International Terrestrial Reference Frame 1989,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1989,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1989.0. Replaces ITRF88 (code 6647). Replaced by ITRF90 (code 6649).,International Earth Rotation Service (IERS) Technical Note No. 6. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2006/10/13,2006.770 2006.892,0
+6649,International Terrestrial Reference Frame 1990,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1990,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1990.0. Replaces ITRF89 (code 6648). Replaced by ITRF91 (code 6650).,International Earth Rotation Service (IERS) Technical Note No. 9. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2006/10/13,2006.770 2006.892,0
+6650,International Terrestrial Reference Frame 1991,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1991,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1991.0. Replaces ITRF90 (code 6649). Replaced by ITRF92 (code 6651).,International Earth Rotation Service (IERS) Technical Note No. 12. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2006/10/13,2006.770 2006.892,0
+6651,International Terrestrial Reference Frame 1992,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1992,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1992.0. Replaces ITRF91 (code 6650). Replaced by ITRF93 (code 6652).,International Earth Rotation Service (IERS) Technical Note No. 15. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2006/10/13,2006.770 2006.892,0
+6652,International Terrestrial Reference Frame 1993,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1993,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1993.0. Replaces ITRF92 (code 6651). Replaced by ITRF94 (code 6653).,International Earth Rotation Service (IERS) Technical Note No. 18. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2006/10/13,2006.770 2006.892,0
+6653,International Terrestrial Reference Frame 1994,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1994,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1994.0. Replaces ITRF93 (code 6652). Replaced by ITRF96 (code 6654).,International Earth Rotation Service (IERS) Technical Note No. 20. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2006/10/13,2006.770 2006.892,0
+6654,International Terrestrial Reference Frame 1996,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1996,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1996.0. Replaces ITRF94 (code 6653). Replaced by ITRF97 (code 6655).,International Earth Rotation Service (IERS) Technical Note No. 24. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2006/10/13,2006.770 2006.892,0
+6655,International Terrestrial Reference Frame 1997,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",1997,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1997.0. Replaces ITRF96 (code 6654). Replaced by ITRF2000 (code 6656).,International Earth Rotation Service (IERS) Technical Note No. 27. Also IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2006/10/13,2006.770 2006.892,0
+6656,International Terrestrial Reference Frame 2000,geodetic,"Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).",2000,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 2000.0. Replaces ITRF97 (code 6655). Replaced by ITRF2005 (code 6758).,IGN Paris http://lareg.ensg.ign.fr/ITRF,OGP,2006/10/13,2006.770 2006.892,0
+6657,Reykjavik 1900,geodetic,"Fundamental point: Latitude: 64°08'31.88""N, longitude: 21°55'51.15""W (of Greenwich).",1900,7051,8901,3262,Medium scale topographic mapping.,,Landmaelingar Islands (National Survey of Iceland).,OGP,2008/06/24,2008.045,0
+6658,Hjorsey 1955,geodetic,"Fundamental point: Latitude: 64°31'29.26""N, longitude: 22°22'05.84""W (of Greenwich).",1955,7022,8901,3262,"1/50,000 scale topographic mapping.",,Landmaelingar Islands (National Survey of Iceland).,OGP,2008/06/24,2008.045,0
+6659,Islands Network 1993,geodetic,ITRF93 at epoch 1993.6.,1996,7019,8901,1120,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Landmaelingar Islands (National Survey of Iceland).,OGP,2006/08/18,2006.770,0
+6660,Helle 1954,geodetic,,1954,7022,8901,2869,"Geodetic survey, topographic mapping..",,Statens kartverk.,OGP,2003/06/27,,0
+6661,Latvia 1992,geodetic,Constrained to 4 ETRS89 points in Latvia from the EUREF Baltic 1992 campaign.,1992,7019,8901,1139,"Topographic mapping, geodetic survey.",Densification of ETRS89 during the 1992 Baltic campaign.,Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu/,OGP,2003/06/27,,0
+6663,Porto Santo 1995,geodetic,SE Base on Porto Santo island. Origin and orientation constrained to those of the 1936 adjustment.,1995,7022,8901,1314,Topographic mapping.,Classical and GPS observations. Replaces 1936 adjustment (datum code 6615). ¶For Selvagens see Selvagem Grande (datum code 6616).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/,OGP,2005/09/06,2005.460,0
+6664,Azores Oriental Islands 1995,geodetic,Fundamental point: Forte de São Bras. Origin and orientation constrained to those of the 1940 adjustment.,1940,7022,8901,1345,Topographic mapping.,Classical and GPS observations. Replaces 1940 adjustment (datum code 6184).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/,OGP,2005/09/06,2005.460,0
+6665,Azores Central Islands 1995,geodetic,Fundamental point: Graciosa south west base. Origin and orientation constrained to those of the 1948 adjustment.,1948,7022,8901,1301,Topographic mapping.,Classical and GPS observations. Replaces 1948 adjustment (datum code 6183).,Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/,OGP,2005/09/06,2005.460,0
+6666,Lisbon 1890,geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 9°07'54.862""W of Greenwich.",1937,7004,8901,1294,Topographic mapping.,Replaced by Lisbon 1937 adjustment (which uses International 1924 ellipsoid).,Instituto Geografico e Cadastral Lisbon http://www.igeo.pt,OGP,2008/06/24,2003.361 2008.045,0
+6667,Iraq-Kuwait Boundary Datum 1992,geodetic,Four stations established between September and December 1991 determined by GPS and Doppler observations.,1992,7030,8901,2876,International boundary demarcation,,"United Nations Iraq-Kuwait Boundary Demarcation Commission, Final Report, May 1993.",OGP,2003/09/01,,0
+6668,European Datum 1979,geodetic,"Fundamental point: Potsdam (Helmert Tower). Latitude: 52°22'51.4456""N, longitude: 13°03'58.9283""E (of Greenwich).",1979,7022,8901,1297,Scientific network.,Replaced by 1987 adjustment.,,OGP,2008/06/24,2008.045,0
+6670,Istituto Geografico Militaire 1995,geodetic,Network of 1296 points observed 1992-1995 and adjusted in 1996 constrained to 9 ETRS89 points. Densification of ETRS89 in Italy.,1995,7030,8901,1127,Geodetic survey and scientific study.,,ENI,OGP,2004/01/07,,0
+6671,Voirol 1879,geodetic,"Fundamental point: Voirol. Latitude: 36°45'08.199""N, longitude: 3°02'49.435""E (of Greenwich). Uses RGS (and old IGN) value of 2°20'13.95""for Greenwich-Paris meridian difference.",1879,7011,8901,1365,Topographic mapping.,Replaces Voirol 1875 (code 6304).,IGN Paris,OGP,2008/06/24,2008.045,0
+6672,Chatham Islands Datum 1971,geodetic,,1971,7022,8901,2889,"Geodetic survey, topographic mapping, engineering survey.",Replaced by Chatham Islands Datum 1979 (code 6673).,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",OGP,2004/02/17,,0
+6673,Chatham Islands Datum 1979,geodetic,"Fundamental point: station Astro. Latitude: 43°57'23.60""S, longitude: 176°34'28.65""W (of Greenwich).",1979,7022,8901,2889,"Geodetic survey, topographic mapping, engineering survey.",Replaces Chatham Islands Datum 1971 (code 6672). Replaced by New Zealand Geodetic Datum 2000 (code 6167) from March 2000.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",OGP,2008/06/24,2008.045,0
+6674,Sistema de Referencia Geocentrico para America del Sur 2000,geodetic,ITRF2000 at epoch 2000.40.,2000,7019,8901,3418,Geodetic survey.,Realised by a frame of 184 stations observed in 2000 and adjusted in the ITRF2000. Includes ties to tide gauges. Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America.,"IBGE Brazil, http://www1.ibge.gov.br/",OGP,2006/08/18,2005.460 2005.830 2006.465 2006.770,0
+6675,Guam 1963,geodetic,"Fundamental point: Tagcha. Latitude: 13°22'38.49""N, longitude: 144°45'51.56""E (of Greenwich).",1963,7008,8901,3255,Topographic mapping.,Replaced by NAD83(HARN),US National Geospatial Intelligence Agency (NGA). http://earth-info.nga.mil/,OGP,2008/06/24,2005.460 2008.045,0
+6676,Vientiane 1982,geodetic,"Fundamental point: Vientiane (Nongteng) Astro Pillar. Latitude: 18°01'31.6301""N, longitude: 102°30'56.6999""E (of Greenwich).",1982,7024,8901,1138,Topographic mapping.,Replaced by Lao 1993.,National Geographic Department,OGP,2008/06/24,2008.045,0
+6677,Lao 1993,geodetic,"Fundamental point: Lao 1982 coordinates of Pakxa pillar. Latitude: 18°23'57.0056""N, longitude: 103°38'41.8020""E (of Greenwich). Orientation parallel with WGS 84.",1993,7024,8901,1138,Topographic mapping.,Replaces Vientiane 1982. Replaced by Lao 1997,National Geographic Department,OGP,2008/06/24,2008.045,0
+6678,Lao National Datum 1997,geodetic,"Fundamental point: Vientiane (Nongteng) Astro Pillar. Latitude: 18°01'31.3480""N, longitude: 102°30'57.1376""E (of Greenwich).",1997,7024,8901,1138,"Cadastre, topographic mapping, engineering survey.",Replaces Lao 1993.,National Geographic Department,OGP,2008/06/24,2008.045,0
+6679,Jouik 1961,geodetic,,1961,7012,8901,2967,Hydrographic charting.,Replaced by Mauritania 1999 (datum code 6702).,Woodside,OGP,2006/06/12,2006.440,0
+6680,Nouakchott 1965,geodetic,Nouakchott astronomical point.,1965,7012,8901,2968,Topographic survey.,"Triangulation limited to environs of Nouakchott. Extended in 1982 by satellite translocation from a single station ""Ruines"" to support Syledis chain for offshore operations. Replaced by Mauritania 1999 (datum code 6602).",IGN Paris and various industry sources.,OGP,2006/06/12,2006.440,0
+6681,Mauritania 1999,geodetic,,1999,7012,8901,1157,"Minerals management, topographic mapping.","A network of 36 GPS stations tied to ITRF96, 8 of which are IGN astronomic points.",Woodside,OGP,2004/10/14,,1
+6682,Gulshan 303,geodetic,"Gulshan garden, Dhaka.",1995,7015,8901,1041,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Network of more than 140 control points observed and adjusted in 1995 by Japan International Cooperation Agency (JICA).,Survey of Bangladesh via IGN Paris and Tullow Oil.,OGP,2006/06/22,2006.470,0
+6683,Philippine Reference System 1992,geodetic,"Fundamental point: Balacan. Latitude: 13°33'41.000""N, longitude: 121°52'03.000""E (of Greenwich), geoid-ellipsoid separation 0.34m.",1992,7008,8901,1190,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaces Luzon 1911 datum (code 6253).,"National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.",OGP,2008/06/24,2008.045,0
+6684,Gan 1970,geodetic,,1970,7022,8901,3274,Topographic mapping.,"In some references incorrectly named ""Gandajika 1970"". See datum code 6685.",Various industry sources.,OGP,2005/04/14,,0
+6685,Gandajika,geodetic,Gandajika base.,1953,7022,8901,1259,Topographic mapping.,In some references incorrectly attributed to the Maldives. See datum code 6684.,Various industry sources.,OGP,2005/04/14,,1
+6686,Marco Geocentrico Nacional de Referencia,geodetic,"ITRF94 at epoch 1995.4. Bogota observatory coordinates: Latitude: 4°35'46.3215""N, longitude: 74°04'39.0285""W (of Greenwich).",2004,7019,8901,3229,Geodetic survey.,Densification of SIRGAS 1995 within Colombia. Replaces Bogota 1975 (datum code 6218).,"Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",OGP,2008/06/24,2006.770 2007.060 2008.045,0
+6687,Reseau Geodesique de la Polynesie Francaise,geodetic,"ITRF92 at epoch 1993.0. Densification by GPS of the Reference Network of French Polynesia, a coordinate set of 13 stations determined through DORIS observations.",1993,7019,8901,1098,Geodetic survey.,"Replaces Tahaa 54 (datum code 6629), IGN 63 Hiva Oa (6689), IGN 72 Nuku Hiva (6630), Maupiti 83 (6692), MHEFO 55 (6688), Moorea 87 (6691) and Tahiti 79 (6690).","Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.",OGP,2006/08/18,2006.770,0
+6688,Fatu Iva 72,geodetic,"Fundamental point: Latitude: 9°25'58.00""S, longitude: 138°55'06.25""W (of Greenwich).",1972,7022,8901,3133,Hydrographic and topographic survey.,Recomputed by IGN in 1972 using origin and observations of 1953-1955 Mission Hydrographique des Establissements Francais d'Oceanie (MHEFO 55). Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/06/24,2008.045,0
+6689,IGN63 Hiva Oa,geodetic,"Fundamental point: Atuona. Latitude: 9°48'27.20""S, longitude: 139°02'15.45""W (of Greenwich).",1963,7022,8901,3130,Hydrographic and topographic survey.,Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/06/24,2008.045,0
+6690,Tahiti 79,geodetic,"Fundamental point: Tahiti North Base. Latitude: 17°38'10.0""S, longitude: 149°36'57.8""W (of Greenwich).",1979,7022,8901,3124,Hydrographic and topographic survey.,Replaces Tahiti 52 (datum code 6628) in Tahiti. Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/06/24,2008.045,0
+6691,Moorea 87,geodetic,Two stations on Tahiti whose coordinates from the Tahiti 1979 adjustment were held fixed.,1987,7022,8901,3125,Hydrographic and topographic survey.,Replaces Tahiti 52 (datum code 6628) in Moorea. Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2005/08/12,,0
+6692,Maupiti 83,geodetic,"Fundamental point: Pitiahe South Base. Latitude: 16°28'28.942""S, longitude: 152°14'55.059""W (of Greenwich).",1983,7022,8901,3126,Hydrographic and topographic survey.,Replaced by RGPF (datum code 6687).,"Gouvernement de la Polynésie Française, Service de l'Urbanisme, Section topographie.",OGP,2008/06/24,2008.045,0
+6693,Nakhl-e Ghanem,geodetic,"Coordinates of two stations determined with respect to ITRF 2000 at epoch 2005.2: BMT1 latitude 27°42'09.8417""N, longitude 52°12'11.0362""E (of Greenwich); Total1 latitude 27°31'03.8896""N, longitude 52°36'13.1312""E (of Greenwich).",2005,7030,8901,2362,Engineering survey for onshore facilities for South Pars phase 11 and Pars LNG.,,Total,OGP,2008/06/24,2006.770 2008.045,0
+6694,Posiciones Geodesicas Argentinas 1994,geodetic,A geodetic network of 127 high accuracy surveyed points based on WGS 84 that define the National Geodetic System (Sistema Geodésico Nacional).,1994,7030,8901,1033,"Topographic mapping, geodetic survey.","Una red geodésica de 127 puntos materializados¶en el terreno que definen el Sistema Geodésico Nacional. ¶Technically, but at this record revision date not legally, replaced by POSGAR 98 (code 6190).","Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",OGP,2008/06/23,2008.052,0
+6695,Katanga 1955,geodetic,"Fundamental point: Tshinsenda A. Latitude: 12°20'31.568""S, longitude: 28°01'02.971""E (of Greenwich).",1955,7008,8901,3147,"Cadastre, topographic mapping, engineering survey.",Replaces earlier adjustments.,"Clifford J. Mugnier, in Photogrammetric Engineering and Remote Sensing, June 2005.",OGP,2008/06/24,2008.045,0
+6696,Kasai 1953,geodetic,"Two stations of the Katanga triangulation with ellipsoid change applied: Kabila, latitude 6°58'34.023""S, longitude 23°50'24.028""E (of Greenwich); and Gandajika NW base, latitude 6°45'01.057""S, longitude 23°57'03.038""E (of Greenwich).",1955,7012,8901,3148,"Cadastre, topographic mapping, engineering survey.",Replaced by IGC 1962 Arc of the 6th Parallel South.,Institute Geographique du Congo,OGP,2008/06/24,2008.045,0
+6697,IGC 1962 Arc of the 6th Parallel South,geodetic,"Coordinates of 3 stations determined with respect to Arc 1950: Mulungu 4°47'39.2325""S, 29°59'37.5864""E; Nyakawembe 4°14'57.3618""S, 29°42'52.8032""E; Kavula 4°35'15.8634""S, 29°41'14.2693""E (all longitude w.r.t. Greenwich).",1962,7012,8901,3149,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Institute Geographique du Congo,OGP,2008/06/24,2006.721 2008.045,0
+6698,IGN 1962 Kerguelen,geodetic,K0 1949.,1949,7022,8901,2816,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,IGN Paris.,OGP,2005/11/23,,0
+6699,Le Pouce 1934,geodetic,"Fundamental point: Le Pouce. Latitude: 20°11'42.25""S, longitude: 57°31'18.58""E (of Greenwich).",1934,7012,8901,3209,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Cartography Section, Ministry of Housing and Land.",OGP,2008/06/24,2008.045,0
+6700,IGN Astro 1960,geodetic,Realised through a set of independent astronomically-positioned points.,1960,7012,8901,1157,Small scale topographic mapping.,Observed during 1959-1960. Independent points not connected through a network. Relative accuracy estimated at 50-100m. Replaced by Mauritania 1999 (datum code 6702).,"Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2006/06/12,2006.440,0
+6701,Institut Geographique du Congo Belge 1955,geodetic,"Fundamental point: Yella east base. Latitude: 6°00'53.139""S, longitude: 12°58'29.287""E (of Greenwich).",1955,7012,8901,3171,"Cadastre, topographic mapping, engineering survey.","Replaced by IGC 1962 Arc of the 6th Parallel South, except for oil industry activities.",Institut Geographique du Congo Belge.,OGP,2008/06/24,2008.045,0
+6702,Mauritania 1999,geodetic,ITRF96 at epoch 1997.0,1999,7019,8901,1157,Geodesy.,"A network of 36 GPS stations tied to ITRF96, 8 of which are IGN 1962 astronomic points.","Ministry of Works and Transport, Topography and Cartography Directive.",OGP,2006/08/18,2006.770,0
+6703,Missao Hidrografico Angola y Sao Tome 1951,geodetic,Extension of Camacupa datum into Cabinda.,1951,7012,8901,1318,Coastal hydrography.,A variation of this datum has been adopted by the oil industry but incorrectly using the International 1924 ellipsoid and not tied to the official Portuguese triangulation - see Mhast (onshore) and Mhast (offshore) (codes 6704 and 6705).,Various industry sources.,OGP,2006/01/03,,0
+6704,Mhast (onshore),geodetic,Probably adopted a Mhast 1951 coordinate set but associated an incorrect ellipsoid with it.,,7022,8901,3179,"Oil industry exploration and production. From 1979, offshore use superseded by Mhast (offshore) (code 6705).",Adopted by oil industry with intention of being Mhast 1951 (code 6703) but incorrectly (for Mhast 1951) used the International 1924 ellipsoid. This datum differs by about 400 metres from the Portuguese Mhast 1951 and Camacupa datums.,ChevronTexaco.,OGP,2006/01/03,,0
+6705,Mhast (offshore),geodetic,"Fundamental point: Station Y at Malongo base camp. Latitude: 5°23'30.810""S, longitude: 12°12'01.590""E (of Greenwich).",1979,7022,8901,3180,Oil industry offshore exploration and production between 1979 and 1987.,Origin coordinates determined by Transit single point position using 32 passes and transformed from WGS72BE using transformation code 15790. Differs from Mhast (onshore) by approximately 10m. Replaced in 1987 by Malongo 1987 (code 6259).,ChevronTexaco.,OGP,2008/06/24,2008.045,0
+6706,Egypt Gulf of Suez S-650 TL,geodetic,"Fundamental point: Station S-650 DMX. Adopted coordinates: latitude: 28°19'02.1907""N, longitude: 33°06'36.6344""E (of Greenwich). The proper Egypt 1907 coordinates for S-650 differ from these by about 20m.",1980,7020,8901,2341,Oil industry offshore exploration and production in Gulf of Suez after 1980.,"A coherent set of stations bordering the Gulf of Suez coordinated by Transit translocation (""TL"") between 1980 and 1984. Based on incorrect Egypt 1907 values for origin station S-650. Differs from true Egypt 1907 by approximately 20m.",Various industry sources.,OGP,2008/06/24,2008.045,0
+6707,Tern Island 1961,geodetic,"Fundamental point: station FRIG on tern island, station B4 on Sorol Atoll.",1961,7022,8901,3181,Military and topographic mapping,Two independent astronomic determinations considered to be consistent through adoption of common transformation to WGS 84 (see tfm code 15795).,"DMA / NIMA / NGA TR8350.2 (original 1987 first edition and 3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6708,Cocos Islands 1965,geodetic,Fundamental point: Anna 1.,1965,7003,8901,1069,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6709,Iwo Jima 1945,geodetic,"Fundamental point: Beacon ""E"".",1945,7022,8901,3200,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6710,St. Helena 1971,geodetic,Fundamental point: DOS 71/4.,1971,7022,8901,3183,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6711,Marcus Island 1952,geodetic,Marcus Island Astronomic Station.,1952,7022,8901,3203,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6712,Ascension Island 1958,geodetic,,1958,7022,8901,3182,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6713,Ayabelle Lighthouse,geodetic,Fundamental point: Ayabelle Lighthouse.,,7012,8901,1081,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6714,Bellevue,geodetic,,1960,7022,8901,3193,Military and topographic mapping,"Datum covers all the major islands of Vanuatu in two different adjustment blocks, but practical usage is as given in the area of use.","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/07/29,2006.510,0
+6715,Camp Area Astro,geodetic,,,7022,8901,3205,Geodetic and topographic survey,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6716,Phoenix Islands 1966,geodetic,,1966,7022,8901,3196,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6717,Cape Canaveral,geodetic,"Fundamental point: Central 1950. Latitude: 28°29'32.36555""N, longitude 80°34'38.77362""W (of Greenwich)",1963,7008,8901,3206,US space and military operations.,,"US NGS and DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2008/06/24,2006.870 2008.045,0
+6718,Solomon 1968,geodetic,Fundamental point: GUX 1.,1968,7022,8901,1213,"Military and topographic mapping, +/- 25 meters in each component",,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6719,Easter Island 1967,geodetic,,1967,7022,8901,3188,"Military and topographic mapping, +/- 25 meters in each component",,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6720,Fiji Geodetic Datum 1986,geodetic,NWL 9D coordinates of 6 stations on Vitu Levu and Vanua Levu.,1986,7043,8901,1094,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Viti Levu 1912, Vanua Levu 1915 and Fiji 1956.","Survey Review 30,231 (January 1989).",OGP,2006/07/19,2006.500,0
+6721,Fiji 1956,geodetic,"Latitude origin was obtained astronomically at station Rasusuva = 17°49'03.13""S, longitude origin was obtained astronomically at station Suva = 178°25'35.835""E (of Greenwich).",1956,7022,8901,3398,Military and topographic mapping,For topographic mapping replaces Viti Levu 1912 and Vanua Levu 1915. Replaced by Fiji Geodetic Datum 1986.,"SOPAC, www.sopac.org, and Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2008/06/24,2006.500 2008.045,0
+6722,South Georgia 1968,geodetic,Fundamental point: ISTS 061.,1968,7022,8901,3187,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6723,Grand Cayman 1959,geodetic,"Fundamental point: GC1. Latitude: 19°17'54.43""N, longitude: 81°22'37.17""W (of Greenwich).",1959,7008,8901,3185,Topographic mapping,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2008/06/24,2008.045,0
+6724,Diego Garcia 1969,geodetic,Fundamental point: ISTS 073.,1969,7022,8901,3189,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6725,Johnston Island 1961,geodetic,,1961,7022,8901,3201,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6726,Little Cayman 1961,geodetic,"Fundamental point: LC5. Latitude: 19°39'46.324""N, longitude: 81°03'47.910""W (of Greenwich).",1961,7008,8901,3186,Military and topographic mapping.,,Clifford J. Mugnier; in Photogrammetric Engineering & Remote Sensing November 1998. http://www.asprs.org/,OGP,2008/06/24,2008.045,0
+6727,Midway 1961,geodetic,,1961,7022,8901,3202,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6728,Pico de la Nieves,geodetic,,,7022,8901,3199,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6729,Pitcairn 1967,geodetic,"Fundamental point: Pitcairn Astro. Latitude: 25°04'06.87""S, longitude: 130°06'47.83""W (of Greenwich).",1967,7022,8901,3208,Military and topographic mapping,Replaced by Pitcairn 2006.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2008/06/24,2008.004 2008.045,0
+6730,Santo 1965,geodetic,,1965,7022,8901,3194,Military and topographic mapping,"Datum covers all the major islands of Vanuatu in two different adjustment blocks, but practical usage is as given in the area of use.","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/07/29,2006.510,0
+6731,Viti Levu 1916,geodetic,,1916,7012,8901,3195,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,1
+6732,Marshall Islands 1960,geodetic,,1960,7053,8901,3191,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6733,Wake Island 1952,geodetic,,1952,7022,8901,3190,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6734,Tristan 1968,geodetic,,1968,7022,8901,3184,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6735,Kusaie 1951,geodetic,,1951,7022,8901,3192,Military and topographic mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6736,Deception Island,geodetic,,,7012,8901,3204,Military and scientific mapping,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).",OGP,2006/01/26,,0
+6737,Geocentric datum of Korea,geodetic,ITRF2000 at epoch 2002.0.,2002,7019,8901,1135,Geodetic survey.,,"Permanent Committee for GIS Infrastructure for Asia and the Pacific (PCGIAP), http://www.gsi.go.jp/PCGIAP",OGP,2006/08/18,2006.770,0
+6738,Hong Kong 1963,geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22°18'12.82""N, longitude 114°10'18.75""E (of Greenwich).",1963,7007,8901,1118,Topographic mapping and hydrographic charting.,Replaced by Hong Kong 1963(67) for military purposes only in 1967. Replaced by Hong Kong 1980.,"Survey and Mapping Office, Lands Department. http://www.info.gov.hk/landsd/",OGP,2008/06/24,2008.045,0
+6739,Hong Kong 1963(67),geodetic,"Fundamental point: Trig ""Zero"", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22°18'12.82""N, longitude 114°10'18.75""E (of Greenwich).",1967,7022,8901,1118,Military mapping and charting.,Replaces Hong Kong 1963 for military purposes only in 1967. Replaced by Hong Kong 1980.,UK Hydrographic Office.,OGP,2008/06/24,2008.045,0
+6740,Parametrop Zemp 1990,geodetic,Geocentre.,1990,7054,8901,1262,Geodetic survey.,Derived through satellite tracking techniques.,"Geodeziya i Katografiya, 1993.",OGP,2006/02/03,,0
+6741,Faroe Datum 1954,geodetic,Astronomical observations at 3 points.,1954,7022,8901,3248,"Geodetic survey, topographic mapping, engineering and cadastral survey.",Replaced by ED50 in late 1970's for all purposes other than cadastre. Replaced by fk89 for cadastre.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/08/04,2005.472,0
+6742,Geodetic Datum of Malaysia 2000,geodetic,"ITRF2000, epoch 2000.0.",2000,7019,8901,1151,"Geodetic survey, topographic mapping, engineering and cadastrral survey.",Replaces all older Malaysian datums.,GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my,OGP,2006/03/16,,0
+6743,Karbala 1979 (Polservice),geodetic,Karbala.,1979,7012,8901,1124,Geodetic survey.,National geodetic network established by Polservice consortium.,Various industry sources.,OGP,2006/06/02,,0
+6744,Nahrwan 1934,geodetic,"Fundamental point: Nahrwan south base. Latitude: 33°19'10.87""N, longitude: 44°43'25.54""E (of Greenwich).",1934,7012,8901,3390,Oil exploration and production.,"This adjustment later discovered to have a significant orientation error. In Iran replaced by FD58. In Iraq, replaced by Nahrwan 1967.",Various industry sources.,OGP,2008/06/24,2008.045,0
+6745,Rauenberg Datum/83,geodetic,"Fundamental point: Rauenberg. Latitude: 52°27'12.021""N, longitude: 13°22'04.928""E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.",1990,7004,8901,2545,"Geodetic survey, cadastre, topographic mapping, engineering survey.",RD/83 is the realisation of DHDN in Saxony. It is the resultant of applying a transformation derived at 106 points throughout former East Germany to Pulkovo 1942/83 points in Saxony.,BKG via EuroGeographics. http://crs.bkg.bund.de,OGP,2008/06/24,2008.045,0
+6746,Potsdam Datum/83,geodetic,"Fundamental point: Rauenberg. Latitude: 52°27'12.021""N, longitude: 13°22'04.928""E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.",1990,7004,8901,2544,"Geodetic survey, cadastre, topographic mapping, engineering survey.",PD/83 is the realisation of DHDN in Thuringen. It is the resultant of applying a transformation derived at 13 points on the border between East and West Germany to Pulkovo 1942/83 points in Thuringen.,BKG via EuroGeographics. http://crs.bkg.bund.de,OGP,2008/06/24,2008.045,0
+6747,Greenland 1996,geodetic,ITRF94 at epoch 1996.62,1996,7019,8901,1107,"Geodetic survey, cadastre, topographic mapping, engineering survey.","Replaces Ammassalik 1958, Qornoq 1927 and Scoresbysund 1952.","Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/08/18,2006.770,0
+6748,Vanua Levu 1915,geodetic,"Latitude origin was obtained astronomically at station Numuiloa = 16°23'38.36""S, longitude origin was obtained astronomically at station Suva = 178°25'35.835""E.",1915,7055,8901,3401,"Geodetic survey, cadastre, topographic mapping, engineering survey.","For topographic mapping, replaced by Fiji 1956. For other purposes, replaced by Fiji 1986.","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2008/06/24,2008.045,0
+6749,Reseau Geodesique de Nouvelle Caledonie 91-93,geodetic,ITRF90 at epoch 1989.0.,1989,7019,8901,1174,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/08/18,2006.770,0
+6750,ST87 Ouvea,geodetic,Ouloup.,1987,7030,8901,2813,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,"Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc",OGP,2006/07/21,,0
+6751,Kertau (RSO),geodetic,,1969,7056,8901,1309,Metrication of RSO grid.,Adopts metric conversion of 0.914398 metres per yard exactly. This is a truncation of the Sears 1922 ratio.,Defence Geographic Centre.,OGP,2006/07/24,,0
+6752,Viti Levu 1912,geodetic,"Latitude origin was obtained astronomically at station Monavatu = 17°53'28.285""S, longitude origin was obtained astronomically at station Suva = 178°25'35.835""E.",1912,7055,8901,3195,"Geodetic survey, cadastre, topographic mapping, engineering survey.","For topographic mapping, replaced by Fiji 1956. For other purposes, replaced by Fiji 1986.","Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.",OGP,2008/06/24,2008.045,0
+6753,fk89,geodetic,,1989,7022,8901,3248,Cadastre,Replaces FD54 for cadastre.,"Kort & Matrikelstyrelsen (KMS), Copenhagen.",OGP,2006/08/04,,0
+6754,Libyan Geodetic Datum 2006,geodetic,5 stations tied to ITRF2000 through 8 days of continuous observations in May 2006.,2006,7022,8901,1143,"Geodetic survey, topographic mapping, engineering survey.",Replaces ELD79.,Survey Department of Libya.,OGP,2006/08/25,,0
+6755,Datum Geodesi Nasional 1995,geodetic,ITRF91at epoch 1992.0.,1995,7030,8901,1122,"Geodetic survey, topographic mapping, engineering survey.",Replaces ID74 and all older datums.,Bakosurtanal.,OGP,2006/08/25,,0
+6756,Vietnam 2000,geodetic,"Point N00, located in the premises of the Land Administration Research Institute, Hoang Quoc Viet Street, Hanoi.",2000,7030,8901,1252,"Geodetic survey, topographic mapping, engineering survey.",Replaces Hanoi 1972.,General Director of Land Administration.,OGP,2006/09/13,,0
+6757,SVY21,geodetic,"Fundamental point: Base 7 at Pierce Resevoir. Latitude: 1°22'02.9154""N, longitude: 103°49'31.9752""E (of Greenwich).",2004,7030,8901,1210,Cadastre.,Replaces Kertau 1968 for cadastral purposes from August 2004.,Singapore Land Authority,OGP,2008/06/24,2008.045,0
+6758,Jamaica 2001,geodetic,Aligned to WGS 84.,2001,7030,8901,1128,"Geodetic survey, cadastre, topographic mapping, hydrographic charting, engineering survey.",,National Land Agency.,OGP,2007/01/19,,0
+6759,NAD83 (National Spatial Reference System 2007),geodetic,"Coordinates of 486 national continually operating reference system (CORS) and 195 collaborative GPS (CGPS) sites constrained to their CORS96 values, ITRF2000 at epoch 2002.0.",2007,7019,8901,1511,Geodetic survey.,,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007/03/13,,0
+6760,World Geodetic System 1966,geodetic,Developed from a worldwide distribution of terrestrial and geodetic satellite observations and defined through a set of station coordinates.,1966,7025,8901,1262,Geodesy.,A worldwide 5° × 5° mean free air gravity anomaly field provided the basic data for producing the WGS 66 gravimetric geoid. Replaced by WGS 72.,US DMA/NIMA/NGA,OGP,2007/03/25,,0
+6761,Croatian Terrestrial Reference System,geodetic,Densification of ETRS89 in Croatia at epoch 1995.55.,1996,7019,8901,1076,Geodesy.,Based on 78 control points with coordinates determined in ETRS89.,State Geodetic Administration of the Republic of Croatia.,OGP,2007/09/25,,0
+6762,Bermuda 2000,geodetic,ITRF96 at epoch 2000.0.,2000,7030,8901,1047,"Topographic mapping, cadastral and engineering survey.",,Department of Lands Buildings and Surveys,OGP,2007/12/12,,0
+6763,Pitcairn 2006,geodetic,"Fundamental point: Pitcairn Astro. Latitude: 25°04'06.7894""S, longitude: 130°06'46.6816""W (of Greenwich), derived by single point GPS oberservations.",2006,7030,8901,3208,"Cadastre, topographic mapping and engineering survey",Replaces Pitcairn 1967.,Pitcairn Island Government.,OGP,2008/06/24,2008.045,0
+6764,Ross Sea Region Geodetic Datum 2000,geodetic,Based on ITRF96 at epoch 2000.0,2000,7019,8901,3558,"Geodetic survey, topographic mapping.",,Land Information New Zealand: LINZS25001 Standard for Ross Sea Region Geodetic Datum 2000; 16 November 2007.,OGP,2008/04/04,,0
+6765,Slovenia Geodetic Datum 1996,geodetic,"Densification of ETRS89, based on ITRS89 at epoch 1995.55.",1996,7019,8901,1212,"Geodetic survey, topographic mapping.",,Surveying and Mapping Authority of Slovenia,OGP,2008/04/04,,0
+6801,CH1903 (Bern),geodetic,"Fundamental point: Old Bern observatory. Latitude: 46°57'08.660""N, longitude: 0°E (of Bern).",1903,7004,8907,1286,Topographic mapping.,,Bundesamt für Landestopographie,OGP,2008/06/24,2003.361 2008.045,0
+6802,Bogota 1975 (Bogota),geodetic,"Fundamental point: Bogota observatory. Latitude: 4°35'56.570""N, longitude: 0°E (of Bogota).",1975,7022,8904,3229,Topographic mapping.,,,OGP,2008/06/24,2000.200 2003.361 2008.045,0
+6803,Lisbon 1937 (Lisbon),geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 0°E (of Lisbon).",1937,7022,8902,1294,Topographic mapping.,Replaces Lisbon 1890 adjustment (which used Bessel 1841 ellipsoid).,Instituto Geografico e Cadastral; Lisbon,OGP,2008/06/24,2001.551 2008.045,0
+6804,Makassar (Jakarta),geodetic,"Fundamental point: station P1, Moncongloe. Latitude 5°08'41.42""S, longitude 12°35'47.15""E (of Jakarta).",,7004,8908,1316,Topographic mapping.,,OGP,OGP,2008/06/24,2003.361 2008.045,0
+6805,Militar-Geographische Institut (Ferro),geodetic,"Fundamental point: Hermannskogel. Latitude: 48°16'15.29""N, longitude: 33°57'41.06""E (of Ferro).",1901,7004,8909,1321,Topographic mapping.,,Bundesamt fur Eich- und Vermessungswesen; Wien,OGP,2008/06/24,2008.045,0
+6806,Monte Mario (Rome),geodetic,"Fundamental point: Monte Mario. Latitude: 41°55'25.51""N, longitude: 0°00' 00.00""E (of Rome).",,7022,8906,3343,Topographic mapping.,"Replaced Genova datum, Bessel 1841 ellipsoid, from 1940.",,OGP,2008/06/24,2003.360 2008.045,0
+6807,Nouvelle Triangulation Francaise (Paris),geodetic,"Fundamental point: Pantheon. Latitude: 54.273618g N, longitude: 0.0106921g E (of Paris).",1895,7011,8903,1326,Topographic mapping.,,,OGP,2004/01/07,2003.361,0
+6808,Padang 1884 (Jakarta),geodetic,Fundamental point: Padang,1884,7004,8908,1355,Topographic mapping.,,,OGP,1995/06/02,,0
+6809,Reseau National Belge 1950 (Brussels),geodetic,"Fundamental point: Lommel (tower). Latitude: 51°13'47.334""N, longitude: 0°56'44.773""E (of Brussels).",1950,7022,8910,1347,Topographic mapping.,,,OGP,2008/06/24,2008.045,0
+6810,Tananarive 1925 (Paris),geodetic,"Fundamental point: Tananarive observatory. Latitude: 21.0191667g S, longitude: 50.23849537g E (of Paris)",1925,7022,8903,3273,Topographic mapping.,,IGN Paris,OGP,2003/12/31,2003.361,0
+6811,Voirol 1875 (Paris),geodetic,"Fundamental point: Voirol. Latitude: 40.83578 grads N, longitude: 0.78873 grads E (of Paris).",1875,7011,8903,1365,Topographic mapping.,,IGN Paris,OGP,2004/01/07,2003.361,0
+6813,Batavia (Jakarta),geodetic,"Fundamental point: Longitude at Batavia astronomical station. Latitude: 6°07'39.522""S, longitude: 0°00'00.0""E (of Jakarta). Latitude and azimuth at Genuk.",,7004,8908,1285,Topographic mapping.,,,OGP,2008/06/24,2003.361 2008.045,0
+6814,Stockholm 1938 (Stockholm),geodetic,Fundamental point: Stockholm observatory,1938,7004,8911,3313,"Geodetic survey, cadastre, topographic mapping, engineering survey.",Replaced by RT90 adjustment (datum code 6124),,OGP,1996/04/12,,0
+6815,Greek (Athens),geodetic,"Fundamental point: Athens Observatory. Latitude 37°58'20.132""N, longitude 0°E (of Athens).",,7004,8912,1106,Topographic mapping.,See geodetic datum alias 6404. Used as basis of topographic mapping based on Hatt projection.,Topography Department; National Technical University of Athens,OGP,2008/06/24,2008.045,0
+6816,Carthage (Paris),geodetic,"Fundamental point: Carthage. Latitude: 40.9464506g N, longitude: 8.8724368g E (of Paris).",1925,7011,8903,1618,Topographic mapping.,Fundamental point astronomic coordinates determined in 1878.,,OGP,2004/01/15,2003.362 2003.050,0
+6817,NGO 1948 (Oslo),geodetic,"Fundamental point: Oslo observatory. Latitude: 59°54'43.7""N, longitude: 0°00'00.0""E (of Oslo).",1948,7005,8913,1352,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,,OGP,2008/06/24,2003.362 2008.045,0
+6818,S-JTSK (Ferro),geodetic,Modification of Austrian MGI (Ferro) datum.,1920,7004,8909,1306,"Geodetic survey, cadastre, topographic mapping, engineering survey.",,Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.,OGP,2001/08/28,2001.260,0
+6819,Nord Sahara 1959 (Paris),geodetic,Coordinates of primary network readjusted on ED50 datum and then transformed conformally to Clarke 1880 (RGS) ellipsoid.,1959,7012,8903,1366,Topographic mapping.,,"""Le System Geodesique Nord-Sahara""; IGN Paris",OGP,2000/06/23,,1
+6820,Gunung Segara (Jakarta),geodetic,"Station P5 (Gunung Segara) 0°32'12.83""S, 117°08'48.47""E (of Greenwich). Longitude 8°20'20.68""E (of Jakarta).",,7004,8908,1360,Topographic mapping.,,,OGP,2008/06/24,2008.045,0
+6821,Voirol 1879 (Paris),geodetic,"Fundamental point: Voirol. Latitude: 40.835864 grads N, longitude: 0.788735 grads E (of Paris).",1879,7011,8903,1365,Topographic mapping.,Replaces Voirol 1875 (Paris) (code 6811).,IGN Paris,OGP,2004/01/07,,0
+6896,International Terrestrial Reference Frame 2005,geodetic,"Origin at geocentre, originally orientated to the BIH Terrestrial System at epoch 1984.0 then adjusted to ensure zero net rotation to earth's overall tectonic motion. Defined by time series of Cartesian station coordinates and Earth Rotation parameters.",2005,7019,8901,1262,Geodesy.,Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 2005.0. Replaces ITRF2000 (code 6656).,IGN Paris http://itrf.ensg.ign.fr/itrs_itrf.php,OGP,2007/01/19,,0
+6901,Ancienne Triangulation Francaise (Paris),geodetic,,,7027,8914,1326,Topographic mapping.,"Uses the RGS value for the Paris meridian. In Alsace, data suspected to be transformation of German network into ATF. Replaced by Nouvelle Triangulation Francaise (Paris) (code 6807) which uses the 1936 IGN value for the Paris meridian.",,OGP,2007/11/01,2007.083,0
+6902,Nord de Guerre (Paris),geodetic,,,7027,8903,1369,Topographic mapping.,,,OGP,1995/06/02,,1
+6903,Madrid 1870 (Madrid),geodetic,Fundamental point: Madrid observatory.,1870,7028,8905,2366,Topographic mapping.,,Institut de Geomatica; Barcelona,OGP,1998/11/11,,0
+6904,Lisbon 1890 (Lisbon),geodetic,"Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38°42'43.631""N, longitude: 0°E (of Lisbon).",1937,7004,8902,1294,Topographic mapping.,Replaced by Lisbon 1937 adjustment (which uses International 1924 ellipsoid).,Instituto Geografico e Cadastral Lisbon http://www.igeo.pt,OGP,2008/06/24,2003.232 2008.045,0
+9300,Astra Minas,engineering,"Origin at 45°59'54.79""S, 67°34'38.94""W (of Greenwich).",,,,1265,Oil industry mapping.,,,OGP,2008/06/24,2008.045,0
+9301,Barcelona,engineering,Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona.,,,,1266,Oil industry mapping.,"Coordinates variously given as 10°08'06""N 64°41'17""W and 10°08'06""N 64°41'07.5""W. It is not clear whether there should be two local datums.","Ministry of Mines standards manual, 1974.",OGP,2008/06/24,2008.045,0
+9302,Maturin,engineering,"Concrete post PR-1 in Plaza Bolivar; Maturin. 9°44'55""N, 63°10'40""W (of Greenwich).",,,,1320,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008/06/24,2008.045,0
+9303,Maracaibo Cross,engineering,"Cruz Canada Morillo in Maracaibo; 10°38'32.328""N, 71°37'12.12""W Loma Quintana datum.",,,,1319,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008/06/24,2008.045,0
+9304,La Rosa,engineering,"Monument in La Rosa; 10°22'40.417""N, 71°26'59.488""W Loma Quintana datum.",,,,1311,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008/06/24,2008.045,0
+9305,Mene Grande,engineering,"Monument in Santa Barbara; Mene Grande. 9°52'25.488""N, 70°54'35.310""W (of Greenwich).",,,,1270,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008/06/24,2008.045,0
+9306,El Cubo,engineering,"8°44'17.258""N, 72°30'09.01""W (of Greenwich).",,,,1269,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008/06/24,2008.045,0
+9307,Dabajuro,engineering,"Church tower at Dabajuro; 11°01'19""N, 70°40'40""W (of Greenwich).",,,,1268,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008/06/24,2008.045,0
+9308,Tucupita,engineering,"Centre of Plaza Bolivar; Tucupita; 9°03'32""N, 62°03'07.6""W (of Greenwich).",,,,1370,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008/06/24,2008.045,0
+9309,El Mene,engineering,"10°04'49.1""N, 71°02'10""W (of Greenwich).",,,,1270,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008/06/24,2008.045,0
+9310,Santa Maria de Ipire,engineering,"Concrete post PR-1 in Plaza Bolivar; Santa Maria de Ipire; 8°40'06""N, 65°19'09""W (of Greenwich).",,,,1371,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2008/06/24,2008.045,0
+9311,Barinas west base,engineering,Concrete pillar.,,,,1267,Oil industry mapping.,,"Ministry of Mines standards manual, 1974.",OGP,2000/06/10,,0
+9312,EPSG example X,engineering,Bin grid I=J=1 at WGS 84 / UTM zone 31N 456781E 5836723N.,,,,1263,Example only.,Example only!,"Bin grid orientation = 20 degrees grid. Bin width I=25m, J=12.5m. Bin increment I=1, J=1. Scale factor at origin 0.99984.¶¶Example only!",OGP,2000/06/23,,1
+9313,EPSG example Platform Y,engineering,Conductor slot A1.,,,,1263,Example only.,Example only,OGP,OGP,2000/06/23,,0
+9314,Tombak LNG plant,engineering,"Plant grid coordinates of x=20000m, y=10000m at Nakhl-e Ghanem / UTM zone 39 coordinates 618336.784E, 3067774.21N. Plant grid x orientated at UTM grid bearing of 45 deg., plant grid y orientated at UTM grid bearing of 315 deg.",,,,2362,Engineering survey.,,Total,OGP,2005/08/18,,0
+9315,UKOOA P6 seismic bin grid example,engineering,Centre of bin grid I=J=1.,,,,1263,Example only.,,"UKOOA Data Exchange Format P6/98 ""Definition of 3D Seismic Binning Grids"".",OGP,2005/09/08,,0
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/ellipsoid.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/ellipsoid.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/ellipsoid.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,52 +1,52 @@
ellipsoid_code,ellipsoid_name,semi_major_axis,uom_code,inv_flattening,semi_minor_axis,ellipsoid_shape,remarks,information_source,data_source,revision_date,change_id,deprecated
-7001,Airy 1830,6377563.396,9001,299.3249646,,1,"Original definition is a=20923713, b=20853810 feet of 1796. 1/f is given to 7 decimal places. For the 1936 retriangulation OSGB defines the relationship of 10 feet of 1796 to the International metre through ([10^0.48401603]/10) exactly = 0.3048007491...",Ordnance Survey of Great Britain.,EPSG,2006-11-27,98.321 98.34 2006.932,0
-7002,Airy Modified 1849,6377340.189,9001,299.3249646,,1,OSGB Airy 1830 figure (ellipsoid code 7001) rescaled by 0.999965 to best fit the scale of the 19th century primary triangulation of Ireland.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2003-06-27,98.321 2002.622,0
-7003,Australian National Spheroid,6378160,9001,298.25,,1,Based on the GRS 1967 figure but with 1/f taken to 2 decimal places exactly. The dimensions are also used as the GRS 1967 (SAD69) ellipsoid (see code 7050).,"""Australian Map Grid Technical Manual""; National Mapping Council of Australia Special Publication #7; 1972",EPSG,2002-09-19,2002.50,0
-7004,Bessel 1841,6377397.155,9001,299.1528128,,1,"Original Bessel definition is a=3272077.14 and b=3261139.33 toise. This used a weighted mean of values from several authors but did not account for differences in the length of the various toise: the ""Bessel toise"" is therefore of uncertain length.",US Army Map Service Technical Manual; 1943.,EPSG,1999-04-22,98.321 98.34,0
-7005,Bessel Modified,6377492.018,9001,299.1528128,,1,Used in Norway and also in Sweden with a 1mm increase in semi-major axis.,,EPSG,1999-04-22,98.321,0
-7006,Bessel Namibia,6377483.865,9001,299.1528128,,1,a = 6377397.155 German legal metres. This is the same value as the Bessel 1841 figure (code 7004) but in different units. Used in Namibia.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",EPSG,1999-04-22,97.16,1
-7007,Clarke 1858,20926348,9005,,20855233,1,Clarke's 1858/II solution. Derived parameters: a = 6378293.645m using his 1865 ratio of 0.3047972654 feet per metre; 1/f = 294.26068
In Australia and Amoco Trinidad 1/f taken to two decimal places (294.26 exactly); elsewhere a and b used to derive 1/f.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser.",EPSG,2005-08-14,99.70 2005.37,0
-7008,Clarke 1866,6378206.4,9001,,6356583.8,1,Original definition a=20926062 and b=20855121 (British) feet. Uses Clarke's 1865 inch-metre ratio of 39.370432 to obtain metres. (Metric value then converted to US survey feet for use in the United States using 39.37 exactly giving a=20925832.16 ft US).,US Army Map Service Technical Manual No. 7; 1943.,EPSG,1995-06-02,98.34,0
-7009,Clarke 1866 Michigan,20926631.531,9003,,20855688.674,1,Used for Michigan NAD27 State Plane zones. Radius = ellipsoid radius + 800 feet; this approximates the average elevation of the state. Derived parameter: 1/f = 294.97870,USGS Professional Paper #1395.,EPSG,1995-06-02,98.22,0
-7010,Clarke 1880 (Benoit),6378300.789,9001,,6356566.435,1,Adopts Clarke's values for a and b. Uses Benoit's 1895 ratio of 0.9143992 metres per yard to convert to metres.,,EPSG,1995-06-02,,0
-7011,Clarke 1880 (IGN),6378249.2,9001,,6356515,1,Adopts Clarke's values for a and b using his 1865 ratio of 39.370432 inches per metre to convert axes to metres.,,EPSG,1998-04-16,98.12,0
-7012,Clarke 1880 (RGS),6378249.145,9001,293.465,,1,Adopts Clarke's values for a and 1/f. Adopts his 1865 ratio of 39.370432 inches per metre to convert semi-major axis to metres. Also known as Clarke Modified 1880.,Empire Survey Review #32; 1939.,EPSG,1995-06-02,,0
-7013,Clarke 1880 (Arc),6378249.145,9001,293.4663077,,1,Adopts Clarke's value for a with derived 1/f. Uses his 1865 ratio of 39.370432 inch per metre to convert semi-major axis to metres.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",EPSG,2001-06-05,2001.052,0
-7014,Clarke 1880 (SGA 1922),6378249.2,9001,293.46598,,1,Used in Old French Triangulation (ATF). Uses Clarke's 1865 inch-metre ratio of 39.370432 to convert axes to metres.,,EPSG,1995-06-02,,0
-7015,Everest 1830 (1937 Adjustment),6377276.345,9001,300.8017,,1,Used for the 1937 readjustment of Indian triangulation. Clarke's 1865 Indian-British foot ratio (0.99999566) and Benoit's 1898 British inch-metre ratio (39.370113) rounded as 0.30479841 exactly and applied to Everest's 1830 definition taken as a and 1/f,Survey of India professional paper #28; 1939,EPSG,1996-10-18,96.20,0
-7016,Everest 1830 (1967 Definition),6377298.556,9001,300.8017,,1,Adopted 1967 for use in East Malaysia. Applies Sears 1922 inch-metre ratio of 39.370147 to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,,EPSG,1995-06-02,,0
-7018,Everest 1830 Modified,6377304.063,9001,300.8017,,1,Adopted 1967 for use in West Malaysia. Applies Benoit 1898 inch-metre ratio of 39.370113 to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,,EPSG,1995-06-02,,0
-7019,GRS 1980,6378137,9001,298.257222101,,1,Adopted by IUGG 1979 Canberra. Inverse flattening is derived from geocentric gravitational constant GM = 3986005e8 m*m*m/s/s; dynamic form factor J2 = 108263e8 and Earth's angular velocity = 7292115e-11 rad/s.,"""Geodetic Reference System 1980"" by H. Moritz; Bulletin Geodesique",EPSG,1998-11-11,98.11 98.32,0
-7020,Helmert 1906,6378200,9001,298.3,,1,Helmert 1906/III solution.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser",EPSG,1995-06-02,,0
-7021,Indonesian National Spheroid,6378160,9001,298.247,,1,Based on the GRS 1967 figure but with 1/f taken to 3 decimal places exactly.,Rais paper.,EPSG,1995-06-02,,0
-7022,International 1924,6378388,9001,297,,1,Adopted by IUGG 1924 in Madrid. Based on Hayford 1909/1910 figures. ,,EPSG,1995-06-02,,0
-7024,Krassowsky 1940,6378245,9001,298.3,,1,,,EPSG,1995-06-02,,0
-7025,NWL 9D,6378145,9001,298.25,,1,Used by Transit Precise Ephemeris between October 1971 and January 1987.,,EPSG,1995-06-02,,0
-7027,Plessis 1817,6376523,9001,308.64,,1,Rescaling of Delambre 1810 figure (a=6376985 m) to make meridional arc from equator to pole equal to 10000000 metres exactly. (Ref: Strasser).,"IGN Paris ""Constants d'Ellipsoides"" February 1972.",EPSG,1995-06-02,,0
-7028,Struve 1860,6378298.3,9001,294.73,,1,"Original definition of semi-major axis given as 3272539 toise. In ""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" , Strasser suggests a conversion factor of 1.94903631 which gives a=6378297.337 metres.","""Geodesia y Cartografia Matematica"" by Fernando Martin Asin; ISBN 84-398-0248-X.",EPSG,1998-11-11,98.07 98.34,0
-7029,War Office,6378300,9001,296,,1,"In non-metric form, a=20926201 Gold Coast feet.","Tables for the use of the Gold Coast Survey Department, 1935.",EPSG,2000-10-12,,0
-7030,WGS 84,6378137,9001,298.257223563,,1,Inverse flattening derived from four defining parameters (semi-major axis; C20 = -484.16685*10e-6; earth's angular velocity w = 7292115e11 rad/sec; gravitational constant GM = 3986005e8 m*m*m/s/s).,DMA Technical Manual 8350.2-B ,EPSG,1998-11-11,98.32,0
-7031,GEM 10C,6378137,9001,298.257223563,,1,Used for GEM 10C Gravity Potential Model.,,EPSG,1995-06-02,98.32,0
-7032,OSU86F,6378136.2,9001,298.257223563,,1,Used for OSU86 gravity potential (geoidal) model.,,EPSG,1995-06-02,98.32,0
-7033,OSU91A,6378136.3,9001,298.257223563,,1,Used for OSU91 gravity potential (geoidal) model.,,EPSG,1995-06-02,98.32,0
-7034,Clarke 1880,20926202,9005,293.465,20854895,1,Clarke gave a and b and also 1/f=293.465 (to 3 decimal places). 1/f derived from a and b = 293.4663077
,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser.",EPSG,1995-06-02,,0
-7035,Sphere,6371000,9001,,6371000,0,Authalic sphere. 1/f is infinite. Superseded by GRS 1980 authalic sphere (code 7047).,,EPSG,1995-06-02,,1
-7036,GRS 1967,6378160,9001,298.247167427,,1,Adopted by IUGG 1967 Lucerne. Inverse flattening given is derived from geocentric gravitational constant (GM)= 398603e9 m*m*m/s/s; dynamic form factor (J2) = 0.0010827 and Earth's angular velocity w = 7.2921151467e-5 rad/s. See also GRS 1967 (SAD69).,"""Geodetic Reference System 1967""; International Association of Geodesy special publication number 3; August 1971.",EPSG,2002-09-19,96.09 97.252 98.32 2002.50,0
-7041,Average Terrestrial System 1977,6378135,9001,298.257,,1,,New Brunswick Geographic Information Corporation land and water information standards manual,EPSG,1997-07-22,98.321,0
-7042,Everest (1830 Definition),20922931.8,9080,300.8017,20853374.58,1,Everest gave a and b to 2 decimal places and also 1/f=300.8017 (to 4 decimal places).,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser",EPSG,1999-10-20,97.23,0
-7043,WGS 72,6378135,9001,298.26,,1,,,EPSG,1999-04-22,99.03,0
-7044,Everest 1830 (1962 Definition),6377301.243,9001,300.8017255,,1,Used by Pakistan since metrication. Clarke's 1865 Indian foot-British foot ratio (0.99999566) and his 1865 British inch-metre ratio (39.369971) rounded with slight error as 1 Ind ft = 0.3047995m exactly and applied to Everest's 1830 definition of a & b.,,EPSG,1999-10-20,,0
-7045,Everest 1830 (1975 Definition),6377299.151,9001,300.8017255,,1,Used by India since metrication. Clarke's 1865 Indian foot-British foot ratio (0.99999566) and his 1865 British inch-metre ratio (39.369971) rounded as 1 Ind ft = 0.3047995m exactly applied to Everest's 1830 original definition taken as a and b.,,EPSG,1999-10-20,,0
-7046,Bessel Namibia (GLM),6377397.155,9031,299.1528128,,1,The semi-major axis has the same value as the Bessel 1841 ellipsoid (code 7004) but is in different units - German Legal Metres rather than International metres - hence a different size. a = 6377483.865 International metres. Used in Namibia.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",ISO Project Team 19127,2001-01-21,,0
-7047,GRS 1980 Authalic Sphere,6370997,9001,,6370997,0,Authalic sphere derived from Clarke 1866 ellipsoid (code 7008). Deprecated as name and parameter values do not match; replaced by 7048.,EPSG,EPSG,2001-06-05,,1
-7048,GRS 1980 Authalic Sphere,6371007,9001,,6371007,0,Authalic sphere derived from GRS 1980 ellipsoid (code 7019). (An authalic sphere is one with a surface area equal to the surface area of the ellipsoid). 1/f is infinite.,EPSG,EPSG,2001-06-25,,0
-7049,Xian 1980,6378140,9001,298.257,,1,,BP,EPSG,2002-02-12,,0
-7050,GRS 1967 (SAD69),6378160,9001,298.25,,1,Based on the GRS 1967 figure (code 7036) but with 1/f taken to 2 decimal places exactly. Used with SAD69 datum. The dimensions are also used as the Australian National Spheroid (code 7003).,"""Geodetic Reference System 1967""; International Association of Geodesy special publication number 3; August 1971.",EPSG,2002-09-19,,0
-7051,Danish 1876,6377019.27,9001,300,,1,Semi-major axis originally given as 3271883.25 toise. Uses toise to French metre ratio of 1.94903631 to two decimal place precision. An alternative ratio with the German legal metre of 1.9490622 giving 6377104m has not been used in Danish work.,"Kort og Matrikelstyrelsen (KMS), Copenhagen.",EPSG,2003-06-27,,0
-7052,Clarke 1866 Authalic Sphere,6370997,9001,,6370997,0,Authalic sphere derived from Clarke 1866 ellipsoid (code 7008).,EPSG,EPSG,2004-04-27,,0
-7053,Hough 1960,6378270,9001,297,,1,,DMA / NIMA / NGA TR8350.2,OGP,2006-01-26,,0
-7054,PZ-90,6378136,9001,298.257839303,,1,,"Geodeziya i Katografiya, 1993.",OGP,2006-02-03,,0
-7055,Clarke 1880 (international foot),20926202,9002,,20854895,1,Clark'es 1880 definition in feet assumed for the purposes of metric conversion to be international foot. a = 6378306.370
metres. 1/f derived from a and b = 293.4663077
Used in Fiji.,"Department of Lands and Survey, Fiji.",OGP,2006-07-14,,0
-7056,Everest 1830 (RSO 1969),6377295.664,9001,300.8017,,1,Adopted for 1969 metrication of peninsula Malaysia RSO grid. Uses Sears 1922 yard-metre ratio truncated to 6 significant figures applied to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,Defence Geographic Centre,OGP,2006-07-24,,0
-7057,International 1924 Authalic Sphere,6371228,9001,,6371228,0,Authalic sphere derived from International 1924 ellipsoid (code 7022).,OGP,OGP,2006-09-22,,0
-7058,Hughes 1980,6378273,9001,,6356889.449,1,Used in US DMSP SSM/I microwave sensor processing software. Semi-minor axis derived from eccentricity=0.081816153. Semi-major axis (a) sometimes given as 3443.992nm which OGP suspects is a derived approximation. OGP conversion assumes 1nm=1852m exactly.,US National Snow and Ice Data Center,OGP,2006-09-22,,0
+7001,Airy 1830,6377563.396,9001,299.3249646,,1,"Original definition is a=20923713, b=20853810 feet of 1796. 1/f is given to 7 decimal places. For the 1936 retriangulation OSGB defines the relationship of 10 feet of 1796 to the International metre through ([10^0.48401603]/10) exactly = 0.3048007491...",Ordnance Survey of Great Britain.,OGP,2006/11/27,1998.321 1998.340 2006.932,0
+7002,Airy Modified 1849,6377340.189,9001,299.3249646,,1,OSGB Airy 1830 figure (ellipsoid code 7001) rescaled by 0.999965 to best fit the scale of the 19th century primary triangulation of Ireland.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2003/06/27,1998.321 2002.622,0
+7003,Australian National Spheroid,6378160,9001,298.25,,1,Based on the GRS 1967 figure but with 1/f taken to 2 decimal places exactly. The dimensions are also used as the GRS 1967 (SAD69) ellipsoid (see code 7050).,"""Australian Map Grid Technical Manual""; National Mapping Council of Australia Special Publication #7; 1972",OGP,2002/09/19,2002.500,0
+7004,Bessel 1841,6377397.155,9001,299.1528128,,1,"Original Bessel definition is a=3272077.14 and b=3261139.33 toise. This used a weighted mean of values from several authors but did not account for differences in the length of the various toise: the ""Bessel toise"" is therefore of uncertain length.",US Army Map Service Technical Manual; 1943.,OGP,1999/04/22,1998.321 1998.340,0
+7005,Bessel Modified,6377492.018,9001,299.1528128,,1,Used in Norway and also in Sweden with a 1mm increase in semi-major axis.,,OGP,1999/04/22,1998.321,0
+7006,Bessel Namibia,6377483.865,9001,299.1528128,,1,a = 6377397.155 German legal metres. This is the same value as the Bessel 1841 figure (code 7004) but in different units. Used in Namibia.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",OGP,1999/04/22,1997.160,1
+7008,Clarke 1866,6378206.4,9001,,6356583.8,1,Original a=20926062 and b=20855121 (British) feet. Uses Clarke's 1865 inch-metre ratio of 39.370432 to obtain metres. (Metric value then converted to US survey feet for use in the United States using 39.37 exactly giving a=20925832.16 ft US).,US Army Map Service Technical Manual No. 7; 1943.,OGP,1995/06/02,1998.340,0
+7009,Clarke 1866 Michigan,20926631.531,9003,,20855688.674,1,Used for Michigan NAD27 State Plane zones. Radius = ellipsoid radius + 800 feet; this approximates the average elevation of the state. Derived parameter: 1/f = 294.97870,USGS Professional Paper #1395.,OGP,1995/06/02,1998.220,0
+7010,Clarke 1880 (Benoit),6378300.789,9001,,6356566.435,1,Adopts Clarke's values for a and b. Uses Benoit's 1895 ratio of 0.9143992 metres per yard to convert to metres.,,OGP,1995/06/02,,0
+7011,Clarke 1880 (IGN),6378249.2,9001,,6356515,1,Adopts Clarke's values for a and b using his 1865 ratio of 39.370432 inches per metre to convert axes to metres.,,OGP,1998/04/16,1998.120,0
+7012,Clarke 1880 (RGS),6378249.145,9001,293.465,,1,Adopts Clarke's values for a and 1/f. Adopts his 1865 ratio of 39.370432 inches per metre to convert semi-major axis to metres. Also known as Clarke Modified 1880.,Empire Survey Review #32; 1939.,OGP,1995/06/02,,0
+7013,Clarke 1880 (Arc),6378249.145,9001,293.4663077,,1,Adopts Clarke's value for a with derived 1/f. Uses his 1865 ratio of 39.370432 inch per metre to convert semi-major axis to metres.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",OGP,2001/06/05,2001.052,0
+7014,Clarke 1880 (SGA 1922),6378249.2,9001,293.46598,,1,Used in Old French Triangulation (ATF). Uses Clarke's 1865 inch-metre ratio of 39.370432 to convert axes to metres.,,OGP,1995/06/02,,0
+7015,Everest 1830 (1937 Adjustment),6377276.345,9001,300.8017,,1,Used for the 1937 readjustment of Indian triangulation. Clarke's 1865 Indian-British foot ratio (0.99999566) and Benoit's 1898 British inch-metre ratio (39.370113) rounded as 0.30479841 exactly and applied to Everest's 1830 definition taken as a and 1/f,Survey of India professional paper #28; 1939,OGP,1996/10/18,1996.200,0
+7016,Everest 1830 (1967 Definition),6377298.556,9001,300.8017,,1,Adopted 1967 for use in East Malaysia. Applies Sears 1922 inch-metre ratio of 39.370147 to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,,OGP,1995/06/02,,0
+7018,Everest 1830 Modified,6377304.063,9001,300.8017,,1,Adopted 1967 for use in West Malaysia. Applies Benoit 1898 inch-metre ratio of 39.370113 to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,,OGP,1995/06/02,,0
+7019,GRS 1980,6378137,9001,298.257222101,,1,Adopted by IUGG 1979 Canberra. Inverse flattening is derived from geocentric gravitational constant GM = 3986005e8 m*m*m/s/s; dynamic form factor J2 = 108263e8 and Earth's angular velocity = 7292115e-11 rad/s.,"""Geodetic Reference System 1980"" by H. Moritz; Bulletin Geodesique",OGP,1998/11/11,1998.110 1998.320,0
+7020,Helmert 1906,6378200,9001,298.3,,1,Helmert 1906/III solution.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser",OGP,1995/06/02,,0
+7021,Indonesian National Spheroid,6378160,9001,298.247,,1,Based on the GRS 1967 figure but with 1/f taken to 3 decimal places exactly.,Rais paper.,OGP,1995/06/02,,0
+7022,International 1924,6378388,9001,297,,1,Adopted by IUGG 1924 in Madrid. Based on Hayford 1909/1910 figures. ,,OGP,1995/06/02,,0
+7024,Krassowsky 1940,6378245,9001,298.3,,1,,,OGP,1995/06/02,,0
+7025,NWL 9D,6378145,9001,298.25,,1,Used by Transit Precise Ephemeris between October 1971 and January 1987.,,OGP,1995/06/02,,0
+7027,Plessis 1817,6376523,9001,308.64,,1,Rescaling of Delambre 1810 figure (a=6376985 m) to make meridional arc from equator to pole equal to 10000000 metres exactly. (Ref: Strasser).,"IGN Paris ""Constants d'Ellipsoides"" February 1972.",OGP,1995/06/02,,0
+7028,Struve 1860,6378298.3,9001,294.73,,1,"Original definition of semi-major axis given as 3272539 toise. In ""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" , Strasser suggests a conversion factor of 1.94903631 which gives a=6378297.337 metres.","""Geodesia y Cartografia Matematica"" by Fernando Martin Asin; ISBN 84-398-0248-X.",OGP,1998/11/11,1998.070 1998.340,0
+7029,War Office,6378300,9001,296,,1,"In non-metric form, a=20926201 Gold Coast feet.","Tables for the use of the Gold Coast Survey Department, 1935.",OGP,2000/10/12,,0
+7030,WGS 84,6378137,9001,298.257223563,,1,Inverse flattening derived from four defining parameters (semi-major axis; C20 = -484.16685*10e-6; earth's angular velocity w = 7292115e11 rad/sec; gravitational constant GM = 3986005e8 m*m*m/s/s).,DMA Technical Manual 8350.2-B ,OGP,1998/11/11,1998.320,0
+7031,GEM 10C,6378137,9001,298.257223563,,1,Used for GEM 10C Gravity Potential Model.,,OGP,1995/06/02,1998.320,0
+7032,OSU86F,6378136.2,9001,298.257223563,,1,Used for OSU86 gravity potential (geoidal) model.,,OGP,1995/06/02,1998.320,0
+7033,OSU91A,6378136.3,9001,298.257223563,,1,Used for OSU91 gravity potential (geoidal) model.,,OGP,1995/06/02,1998.320,0
+7034,Clarke 1880,20926202,9005,,20854895,1,Clarke gave a and b and also 1/f=293.465 (to 3 decimal places exactly). In the 19th century b was normally given as the second defining parameter.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser.",OGP,2008/06/26,2008.057,0
+7035,Sphere,6371000,9001,,6371000,0,Authalic sphere. 1/f is infinite. Superseded by GRS 1980 authalic sphere (code 7047).,,OGP,1995/06/02,,1
+7036,GRS 1967,6378160,9001,298.247167427,,1,Adopted by IUGG 1967 Lucerne. Inverse flattening given is derived from geocentric gravitational constant (GM)= 398603e9 m*m*m/s/s; dynamic form factor (J2) = 0.0010827 and Earth's angular velocity w = 7.2921151467e-5 rad/s. See also GRS 1967 (SAD69).,"""Geodetic Reference System 1967""; International Association of Geodesy special publication number 3; August 1971.",OGP,2002/09/19,1996.090 1997.252 1998.320 2002.500,0
+7041,Average Terrestrial System 1977,6378135,9001,298.257,,1,,New Brunswick Geographic Information Corporation land and water information standards manual,OGP,1997/07/22,1998.321,0
+7042,Everest (1830 Definition),20922931.8,9080,,20853374.58,1,Everest gave a and b to 2 decimal places and also 1/f=300.8017 (to 4 decimal places exactly). In the 19th century b was normally given as the second defining parameter.,"""Ellipsoidisch Parameter der Erdfigur (1800-1950)"" by Georg Strasser",OGP,2008/06/26,1997.231 2008.057,0
+7043,WGS 72,6378135,9001,298.26,,1,,,OGP,1999/04/22,1999.030,0
+7044,Everest 1830 (1962 Definition),6377301.243,9001,300.8017255,,1,Used by Pakistan since metrication. Clarke's 1865 Indian foot-British foot ratio (0.99999566) and his 1865 British inch-metre ratio (39.369971) rounded with slight error as 1 Ind ft = 0.3047995m exactly and applied to Everest's 1830 definition of a & b.,,OGP,1999/10/20,,0
+7045,Everest 1830 (1975 Definition),6377299.151,9001,300.8017255,,1,Used by India since metrication. Clarke's 1865 Indian foot-British foot ratio (0.99999566) and his 1865 British inch-metre ratio (39.369971) rounded as 1 Ind ft = 0.3047995m exactly applied to Everest's 1830 original definition taken as a and b.,,OGP,1999/10/20,,0
+7046,Bessel Namibia (GLM),6377397.155,9031,299.1528128,,1,The semi-major axis has the same value as the Bessel 1841 ellipsoid (code 7004) but is in different units - German Legal Metres rather than International metres - hence a different size. a = 6377483.865 International metres. Used in Namibia.,"Chief Directorate: Surveys and Mapping, Mowbray, South Africa.",OGP,2007/09/21,2007.091,0
+7047,GRS 1980 Authalic Sphere,6370997,9001,,6370997,0,Authalic sphere derived from Clarke 1866 ellipsoid (code 7008). Deprecated as name and parameter values do not match; replaced by 7048.,OGP,OGP,2001/06/05,,1
+7048,GRS 1980 Authalic Sphere,6371007,9001,,6371007,0,Authalic sphere derived from GRS 1980 ellipsoid (code 7019). (An authalic sphere is one with a surface area equal to the surface area of the ellipsoid). 1/f is infinite.,OGP,OGP,2001/06/25,,0
+7049,Xian 1980,6378140,9001,298.257,,1,,BP,OGP,2002/02/12,,0
+7050,GRS 1967 (SAD69),6378160,9001,298.25,,1,Based on the GRS 1967 figure (code 7036) but with 1/f taken to 2 decimal places exactly. Used with SAD69 datum. The dimensions are also used as the Australian National Spheroid (code 7003).,"""Geodetic Reference System 1967""; International Association of Geodesy special publication number 3; August 1971.",OGP,2002/09/19,,0
+7051,Danish 1876,6377019.27,9001,300,,1,Semi-major axis originally given as 3271883.25 toise. Uses toise to French metre ratio of 1.94903631 to two decimal place precision. An alternative ratio with the German legal metre of 1.9490622 giving 6377104m has not been used in Danish work.,"Kort og Matrikelstyrelsen (KMS), Copenhagen.",OGP,2003/06/27,,0
+7052,Clarke 1866 Authalic Sphere,6370997,9001,,6370997,0,Authalic sphere derived from Clarke 1866 ellipsoid (code 7008).,OGP,OGP,2004/04/27,,0
+7053,Hough 1960,6378270,9001,297,,1,,DMA / NIMA / NGA TR8350.2,OGP,2006/01/26,,0
+7054,PZ-90,6378136,9001,298.257839303,,1,,"Geodeziya i Katografiya, 1993.",OGP,2006/02/03,,0
+7055,Clarke 1880 (international foot),20926202,9002,,20854895,1,Clark'es 1880 definition in feet assumed for the purposes of metric conversion to be international foot. a = 6378306.370Â
metres. 1/f derived from a and b = 293.4663077Â
Used in Fiji.,"Department of Lands and Survey, Fiji.",OGP,2006/07/14,,0
+7056,Everest 1830 (RSO 1969),6377295.664,9001,300.8017,,1,Adopted for 1969 metrication of peninsula Malaysia RSO grid. Uses Sears 1922 yard-metre ratio truncated to 6 significant figures applied to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.,Defence Geographic Centre,OGP,2006/07/24,,0
+7057,International 1924 Authalic Sphere,6371228,9001,,6371228,0,Authalic sphere derived from International 1924 ellipsoid (code 7022).,OGP,OGP,2006/09/22,,0
+7058,Hughes 1980,6378273,9001,,6356889.449,1,Used in US DMSP SSM/I microwave sensor processing software. Semi-minor axis derived from eccentricity=0.081816153. Semi-major axis (a) sometimes given as 3443.992nm which OGP suspects is a derived approximation. OGP conversion assumes 1nm=1852m exactly.,US National Snow and Ice Data Center,OGP,2006/09/22,,0
+7059,Popular Visualisation Sphere,6378137,9001,,6378137,0,Sphere with radius equal to the semi-major axis of the GRS80 and WGS 84 ellipsoids. Used only for Web approximate mapping and visualisation. Not recognised by geodetic authorities.,Microsoft.,OGP,2008/03/14,,0
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/gcs.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/gcs.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/gcs.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,415 +1,421 @@
-"COORD_REF_SYS_CODE","COORD_REF_SYS_NAME","DATUM_CODE","DATUM_NAME","GREENWICH_DATUM","UOM_CODE","ELLIPSOID_CODE","PRIME_MERIDIAN_CODE","SHOW_CRS","DEPRECATED","COORD_OP_METHOD_CODE","DX","DY","DZ","RX","RY","RZ","DS"
-4001,Unknown datum based upon the Airy 1830 ellipsoid,6001,"Not specified (based on Airy 1830 ellipsoid)",6001,9122,7001,8901,0,0,,,,,,,,
-4002,Unknown datum based upon the Airy Modified 1849 ellipsoid,6002,"Not specified (based on Airy Modified 1849 ellipsoid)",6002,9122,7002,8901,0,0,,,,,,,,
-4003,Unknown datum based upon the Australian National Spheroid,6003,"Not specified (based on Australian National Spheroid)",6003,9122,7003,8901,0,0,,,,,,,,
-4004,Unknown datum based upon the Bessel 1841 ellipsoid,6004,"Not specified (based on Bessel 1841 ellipsoid)",6004,9122,7004,8901,0,0,,,,,,,,
-4005,Unknown datum based upon the Bessel Modified ellipsoid,6005,"Not specified (based on Bessel Modified ellipsoid)",6005,9122,7005,8901,0,0,,,,,,,,
-4006,Unknown datum based upon the Bessel Namibia ellipsoid,6006,"Not specified (based on Bessel Namibia ellipsoid)",6006,9122,7046,8901,0,0,,,,,,,,
-4007,Unknown datum based upon the Clarke 1858 ellipsoid,6007,"Not specified (based on Clarke 1858 ellipsoid)",6007,9122,7007,8901,0,0,,,,,,,,
-4008,Unknown datum based upon the Clarke 1866 ellipsoid,6008,"Not specified (based on Clarke 1866 ellipsoid)",6008,9122,7008,8901,0,0,,,,,,,,
-4009,Unknown datum based upon the Clarke 1866 Michigan ellipsoid,6009,"Not specified (based on Clarke 1866 Michigan ellipsoid)",6009,9122,7009,8901,0,0,,,,,,,,
-4010,"Unknown datum based upon the Clarke 1880 (Benoit) ellipsoid",6010,"Not specified (based on Clarke 1880 (Benoit) ellipsoid)",6010,9122,7010,8901,0,0,,,,,,,,
-4011,"Unknown datum based upon the Clarke 1880 (IGN) ellipsoid",6011,"Not specified (based on Clarke 1880 (IGN) ellipsoid)",6011,9122,7011,8901,0,0,,,,,,,,
-4012,"Unknown datum based upon the Clarke 1880 (RGS) ellipsoid",6012,"Not specified (based on Clarke 1880 (RGS) ellipsoid)",6012,9122,7012,8901,0,0,,,,,,,,
-4013,"Unknown datum based upon the Clarke 1880 (Arc) ellipsoid",6013,"Not specified (based on Clarke 1880 (Arc) ellipsoid)",6013,9122,7013,8901,0,0,,,,,,,,
-4014,"Unknown datum based upon the Clarke 1880 (SGA 1922) ellipsoid",6014,"Not specified (based on Clarke 1880 (SGA 1922) ellipsoid)",6014,9122,7014,8901,0,0,,,,,,,,
-4015,"Unknown datum based upon the Everest 1830 (1937 Adjustment) ellipsoid",6015,"Not specified (based on Everest 1830 (1937 Adjustment) ellipsoid)",6015,9122,7015,8901,0,0,,,,,,,,
-4016,"Unknown datum based upon the Everest 1830 (1967 Definition) ellipsoid",6016,"Not specified (based on Everest 1830 (1967 Definition) ellipsoid)",6016,9122,7016,8901,0,0,,,,,,,,
-4018,Unknown datum based upon the Everest 1830 Modified ellipsoid,6018,"Not specified (based on Everest 1830 Modified ellipsoid)",6018,9122,7018,8901,0,0,,,,,,,,
-4019,Unknown datum based upon the GRS 1980 ellipsoid,6019,"Not specified (based on GRS 1980 ellipsoid)",6019,9122,7019,8901,0,0,,,,,,,,
-4020,Unknown datum based upon the Helmert 1906 ellipsoid,6020,"Not specified (based on Helmert 1906 ellipsoid)",6020,9122,7020,8901,0,0,,,,,,,,
-4021,Unknown datum based upon the Indonesian National Spheroid,6021,"Not specified (based on Indonesian National Spheroid)",6021,9122,7021,8901,0,0,,,,,,,,
-4022,Unknown datum based upon the International 1924 ellipsoid,6022,"Not specified (based on International 1924 ellipsoid)",6022,9122,7022,8901,0,0,,,,,,,,
-4024,Unknown datum based upon the Krassowsky 1940 ellipsoid,6024,"Not specified (based on Krassowsky 1940 ellipsoid)",6024,9122,7024,8901,0,0,,,,,,,,
-4025,Unknown datum based upon the NWL 9D ellipsoid,6025,"Not specified (based on NWL 9D ellipsoid)",6025,9122,7025,8901,0,0,,,,,,,,
-4027,Unknown datum based upon the Plessis 1817 ellipsoid,6027,"Not specified (based on Plessis 1817 ellipsoid)",6027,9122,7027,8901,0,0,,,,,,,,
-4028,Unknown datum based upon the Struve 1860 ellipsoid,6028,"Not specified (based on Struve 1860 ellipsoid)",6028,9122,7028,8901,0,0,,,,,,,,
-4029,Unknown datum based upon the War Office ellipsoid,6029,"Not specified (based on War Office ellipsoid)",6029,9122,7029,8901,0,0,,,,,,,,
-4030,Unknown datum based upon the WGS 84 ellipsoid,6030,"Not specified (based on WGS 84 ellipsoid)",6030,9122,7030,8901,0,0,,,,,,,,
-4031,Unknown datum based upon the GEM 10C ellipsoid,6031,"Not specified (based on GEM 10C ellipsoid)",6031,9122,7031,8901,0,0,,,,,,,,
-4032,Unknown datum based upon the OSU86F ellipsoid,6032,"Not specified (based on OSU86F ellipsoid)",6032,9122,7032,8901,0,0,,,,,,,,
-4033,Unknown datum based upon the OSU91A ellipsoid,6033,"Not specified (based on OSU91A ellipsoid)",6033,9122,7033,8901,0,0,,,,,,,,
-4034,Unknown datum based upon the Clarke 1880 ellipsoid,6034,"Not specified (based on Clarke 1880 ellipsoid)",6034,9122,7034,8901,0,0,,,,,,,,
-4035,Unknown datum based upon the Authalic Sphere,6035,"Not specified (based on Authalic Sphere)",6035,9108,7035,8901,0,1,,,,,,,,
-4036,Unknown datum based upon the GRS 1967 ellipsoid,6036,"Not specified (based on GRS 1967 ellipsoid)",6036,9122,7036,8901,0,0,,,,,,,,
-4041,Unknown datum based upon the Average Terrestrial System 1977 ellipsoid,6041,"Not specified (based on Average Terrestrial System 1977 ellipsoid)",6041,9122,7041,8901,0,0,,,,,,,,
-4042,"Unknown datum based upon the Everest (1830 Definition) ellipsoid",6042,"Not specified (based on Everest (1830 Definition) ellipsoid)",6042,9122,7042,8901,0,0,,,,,,,,
-4043,Unknown datum based upon the WGS 72 ellipsoid,6043,"Not specified (based on WGS 72 ellipsoid)",6043,9122,7043,8901,0,0,,,,,,,,
-4044,"Unknown datum based upon the Everest 1830 (1962 Definition) ellipsoid",6044,"Not specified (based on Everest 1830 (1962 Definition) ellipsoid)",6044,9122,7044,8901,0,0,,,,,,,,
-4045,"Unknown datum based upon the Everest 1830 (1975 Definition) ellipsoid",6045,"Not specified (based on Everest 1830 (1975 Definition) ellipsoid)",6045,9122,7045,8901,0,0,,,,,,,,
-4047,Unspecified datum based upon the GRS 1980 Authalic Sphere,6047,"Not specified (based on GRS 1980 Authalic Sphere)",6047,9122,7048,8901,0,0,,,,,,,,
-4052,Unspecified datum based upon the Clarke 1866 Authalic Sphere,6052,"Not specified (based on Clarke 1866 Authalic Sphere)",6052,9122,7052,8901,0,0,,,,,,,,
-4053,Unspecified datum based upon the International 1924 Authalic Sphere,6053,"Not specified (based on International 1924 Authalic Sphere)",6053,9122,7057,8901,0,0,,,,,,,,
-4054,Unspecified datum based upon the Hughes 1980 ellipsoid,6054,"Not specified (based on Hughes 1980 ellipsoid)",6054,9122,7058,8901,0,0,,,,,,,,
-4120,Greek,6120,Greek,6120,9122,7004,8901,1,0,,,,,,,,
-4121,GGRS87,6121,Greek Geodetic Reference System 1987,6121,9122,7019,8901,1,0,9603,-199.87,74.79,246.62,,,,
-4122,ATS77,6122,Average Terrestrial System 1977,6122,9122,7041,8901,1,0,,,,,,,,
-4123,KKJ,6123,"Kartastokoordinaattijarjestelma (1966)",6123,9122,7022,8901,1,0,,,,,,,,
-4124,RT90,6124,Rikets koordinatsystem 1990,6124,9122,7004,8901,1,0,,,,,,,,
-4125,Samboja,6125,Samboja,6125,9108,7004,8901,1,1,9603,-404.78,685.68,45.47,,,,
-4126,"LKS94 (ETRS89)",6126,"Lithuania 1994 (ETRS89)",6126,9108,7019,8901,1,1,,,,,,,,
-4127,Tete,6127,Tete,6127,9122,7008,8901,1,0,,,,,,,,
-4128,Madzansua,6128,Madzansua,6128,9122,7008,8901,1,0,,,,,,,,
-4129,Observatario,6129,Observatario,6129,9122,7008,8901,1,0,,,,,,,,
-4130,Moznet,6130,"Moznet (ITRF94)",6130,9122,7030,8901,1,0,9607,0,0,0,0,0,0,0
-4131,Indian 1960,6131,Indian 1960,6131,9122,7015,8901,1,0,,,,,,,,
-4132,FD58,6132,Final Datum 1958,6132,9122,7012,8901,1,0,,,,,,,,
-4133,EST92,6133,Estonia 1992,6133,9122,7019,8901,1,0,9607,0.055,-0.541,-0.185,-0.0183,0.0003,0.007,-0.014
-4134,PDO Survey Datum 1993,6134,PDO Survey Datum 1993,6134,9122,7012,8901,1,0,,,,,,,,
-4135,Old Hawaiian,6135,Old Hawaiian,6135,9122,7008,8901,1,0,,,,,,,,
-4136,St. Lawrence Island,6136,St. Lawrence Island,6136,9122,7008,8901,1,0,,,,,,,,
-4137,St. Paul Island,6137,St. Paul Island,6137,9122,7008,8901,1,0,,,,,,,,
-4138,St. George Island,6138,St. George Island,6138,9122,7008,8901,1,0,,,,,,,,
-4139,Puerto Rico,6139,Puerto Rico,6139,9122,7008,8901,1,0,9603,11,72,-101,,,,
-4140,"NAD83(CSRS98)",6140,NAD83 Canadian Spatial Reference System,6140,9108,7019,8901,1,1,9603,0,0,0,,,,
-4141,Israel,6141,Israel,6141,9122,7019,8901,1,0,9603,-48,55,52,,,,
-4142,Locodjo 1965,6142,Locodjo 1965,6142,9122,7012,8901,1,0,9603,-125,53,467,,,,
-4143,Abidjan 1987,6143,Abidjan 1987,6143,9122,7012,8901,1,0,9603,-124.76,53,466.79,,,,
-4144,Kalianpur 1937,6144,Kalianpur 1937,6144,9122,7015,8901,1,0,,,,,,,,
-4145,Kalianpur 1962,6145,Kalianpur 1962,6145,9122,7044,8901,1,0,,,,,,,,
-4146,Kalianpur 1975,6146,Kalianpur 1975,6146,9122,7045,8901,1,0,9603,295,736,257,,,,
-4147,Hanoi 1972,6147,Hanoi 1972,6147,9122,7024,8901,1,0,9603,-17.51,-108.32,-62.39,,,,
-4148,Hartebeesthoek94,6148,Hartebeesthoek94,6148,9122,7030,8901,1,0,9603,0,0,0,,,,
-4149,CH1903,6149,CH1903,6149,9122,7004,8901,1,0,,,,,,,,
-4150,"CH1903+",6150,"CH1903+",6150,9122,7004,8901,1,0,9603,674.374,15.056,405.346,,,,
-4151,CHTRF95,6151,Swiss Terrestrial Reference Frame 1995,6151,9122,7019,8901,1,0,9603,0,0,0,,,,
-4152,"NAD83(HARN)",6152,"NAD83 (High Accuracy Regional Network)",6152,9122,7019,8901,1,0,,,,,,,,
-4153,Rassadiran,6153,Rassadiran,6153,9122,7022,8901,1,0,9603,-133.63,-157.5,-158.62,,,,
-4154,"ED50(ED77)",6154,"European Datum 1950(1977)",6154,9122,7022,8901,1,0,,,,,,,,
-4155,Dabola 1981,6155,Dabola 1981,6155,9122,7011,8901,1,0,9603,-83,37,124,,,,
-4156,S-JTSK,6156,Jednotne Trigonometricke Site Katastralni,6156,9122,7004,8901,1,0,,,,,,,,
-4157,Mount Dillon,6157,Mount Dillon,6157,9122,7007,8901,1,0,,,,,,,,
-4158,Naparima 1955,6158,Naparima 1955,6158,9122,7022,8901,1,0,,,,,,,,
-4159,ELD79,6159,European Libyan Datum 1979,6159,9122,7022,8901,1,0,,,,,,,,
-4160,Chos Malal 1914,6160,Chos Malal 1914,6160,9122,7022,8901,1,0,,,,,,,,
-4161,Pampa del Castillo,6161,Pampa del Castillo,6161,9122,7022,8901,1,0,9603,27.5,14,186.4,,,,
-4162,Korean 1985,6162,Korean Datum 1985,6162,9122,7004,8901,1,0,,,,,,,,
-4163,Yemen NGN96,6163,Yemen National Geodetic Network 1996,6163,9122,7030,8901,1,0,9603,0,0,0,,,,
-4164,South Yemen,6164,South Yemen,6164,9122,7024,8901,1,0,9603,-76,-138,67,,,,
-4165,Bissau,6165,Bissau,6165,9122,7022,8901,1,0,9603,-173,253,27,,,,
-4166,Korean 1995,6166,Korean Datum 1995,6166,9122,7030,8901,1,0,9603,0,0,0,,,,
-4167,NZGD2000,6167,New Zealand Geodetic Datum 2000,6167,9122,7019,8901,1,0,9603,0,0,0,,,,
-4168,Accra,6168,Accra,6168,9122,7029,8901,1,0,9603,-199,32,322,,,,
-4169,American Samoa 1962,6169,American Samoa 1962,6169,9122,7008,8901,1,0,9603,-115,118,426,,,,
-4170,SIRGAS,6170,Sistema de Referencia Geocentrico para America del Sur 1995,6170,9122,7019,8901,1,0,9603,0,0,0,,,,
-4171,RGF93,6171,Reseau Geodesique Francais 1993,6171,9122,7019,8901,1,0,9603,0,0,0,,,,
-4172,POSGAR,6172,Posiciones Geodesicas Argentinas,6172,9108,7019,8901,1,1,9603,0,0,0,,,,
-4173,IRENET95,6173,IRENET95,6173,9122,7019,8901,1,0,9603,0,0,0,,,,
-4174,Sierra Leone 1924,6174,Sierra Leone Colony 1924,6174,9122,7029,8901,1,0,,,,,,,,
-4175,Sierra Leone 1968,6175,Sierra Leone 1968,6175,9122,7012,8901,1,0,9603,-88,4,101,,,,
-4176,Australian Antarctic,6176,Australian Antarctic Datum 1998,6176,9122,7019,8901,1,0,9603,0,0,0,,,,
-4178,"Pulkovo 1942(83)",6178,"Pulkovo 1942/83",6178,9122,7024,8901,1,0,9607,24,-123,-94,-0.02,0.25,0.13,1.1
-4179,"Pulkovo 1942(58)",6179,"Pulkovo 1942/58",6179,9122,7024,8901,1,0,9606,33.4,-146.6,-76.3,-0.359,-0.053,0.844,-0.84
-4180,EST97,6180,Estonia 1997,6180,9122,7019,8901,1,0,9603,0,0,0,,,,
-4181,Luxembourg 1930,6181,Luxembourg 1930,6181,9122,7022,8901,1,0,9606,-193,13.7,-39.3,-0.41,-2.933,2.688,0.43
-4182,Azores Occidental 1939,6182,Azores Occidental Islands 1939,6182,9122,7022,8901,1,0,,,,,,,,
-4183,Azores Central 1948,6183,Azores Central Islands 1948,6183,9122,7022,8901,1,0,9603,-104,167,-38,,,,
-4184,Azores Oriental 1940,6184,Azores Oriental Islands 1940,6184,9122,7022,8901,1,0,9603,-203,141,53,,,,
-4185,Madeira 1936,6185,Madeira 1936,6185,9108,7022,8901,1,1,,,,,,,,
-4188,OSNI 1952,6188,OSNI 1952,6188,9122,7001,8901,1,0,9606,482.5,-130.6,564.6,-1.042,-0.214,-0.631,8.15
-4189,REGVEN,6189,Red Geodesica Venezolana,6189,9122,7019,8901,1,0,9603,0,0,0,,,,
-4190,POSGAR 98,6190,Posiciones Geodesicas Argentinas 1998,6190,9122,7019,8901,1,0,,,,,,,,
-4191,Albanian 1987,6191,Albanian 1987,6191,9122,7024,8901,1,0,,,,,,,,
-4192,Douala 1948,6192,Douala 1948,6192,9122,7022,8901,1,0,9603,-206.1,-174.7,-87.7,,,,
-4193,Manoca 1962,6193,Manoca 1962,6193,9122,7011,8901,1,0,9603,-70.9,-151.8,-41.4,,,,
-4194,Qornoq 1927,6194,Qornoq 1927,6194,9122,7022,8901,1,0,,,,,,,,
-4195,Scoresbysund 1952,6195,Scoresbysund 1952,6195,9122,7022,8901,1,0,9606,105,326,-102.5,0,0,0.814,-0.6
-4196,Ammassalik 1958,6196,Ammassalik 1958,6196,9122,7022,8901,1,0,9606,-45,417,-3.5,0,0,0.814,-0.6
-4197,Garoua,6197,Garoua,6197,9122,7012,8901,1,0,,,,,,,,
-4198,Kousseri,6198,Kousseri,6198,9122,7012,8901,1,0,,,,,,,,
-4199,Egypt 1930,6199,Egypt 1930,6199,9122,7022,8901,1,0,,,,,,,,
-4200,Pulkovo 1995,6200,Pulkovo 1995,6200,9122,7024,8901,1,0,,,,,,,,
-4201,Adindan,6201,Adindan,6201,9122,7012,8901,1,0,,,,,,,,
-4202,AGD66,6202,Australian Geodetic Datum 1966,6202,9122,7003,8901,1,0,,,,,,,,
-4203,AGD84,6203,Australian Geodetic Datum 1984,6203,9122,7003,8901,1,0,,,,,,,,
-4204,Ain el Abd,6204,Ain el Abd 1970,6204,9122,7022,8901,1,0,,,,,,,,
-4205,Afgooye,6205,Afgooye,6205,9122,7024,8901,1,0,9603,-43,-163,45,,,,
-4206,Agadez,6206,Agadez,6206,9122,7011,8901,1,0,,,,,,,,
-4207,Lisbon,6207,Lisbon 1937,6207,9122,7022,8901,1,0,,,,,,,,
-4208,Aratu,6208,Aratu,6208,9122,7022,8901,1,0,,,,,,,,
-4209,Arc 1950,6209,Arc 1950,6209,9122,7013,8901,1,0,,,,,,,,
-4210,Arc 1960,6210,Arc 1960,6210,9122,7012,8901,1,0,,,,,,,,
-4211,Batavia,6211,Batavia,6211,9122,7004,8901,1,0,,,,,,,,
-4212,Barbados 1938,6212,Barbados 1938,6212,9122,7012,8901,1,0,9603,31.95,300.99,419.19,,,,
-4213,Beduaram,6213,Beduaram,6213,9122,7011,8901,1,0,9603,-106,-87,188,,,,
-4214,Beijing 1954,6214,Beijing 1954,6214,9122,7024,8901,1,0,,,,,,,,
-4215,Belge 1950,6215,Reseau National Belge 1950,6215,9122,7022,8901,1,0,,,,,,,,
-4216,Bermuda 1957,6216,Bermuda 1957,6216,9122,7008,8901,1,0,9603,-73,213,296,,,,
-4218,Bogota 1975,6218,Bogota 1975,6218,9122,7022,8901,1,0,,,,,,,,
-4219,Bukit Rimpah,6219,Bukit Rimpah,6219,9122,7004,8901,1,0,9603,-384,664,-48,,,,
-4220,Camacupa,6220,Camacupa,6220,9122,7012,8901,1,0,,,,,,,,
-4221,Campo Inchauspe,6221,Campo Inchauspe,6221,9122,7022,8901,1,0,,,,,,,,
-4222,Cape,6222,Cape,6222,9122,7013,8901,1,0,,,,,,,,
-4223,Carthage,6223,Carthage,6223,9122,7011,8901,1,0,,,,,,,,
-4224,Chua,6224,Chua,6224,9122,7022,8901,1,0,9603,-134,229,-29,,,,
-4225,Corrego Alegre,6225,Corrego Alegre,6225,9122,7022,8901,1,0,9603,-206,172,-6,,,,
-4226,"Cote d'Ivoire",6226,"Cote d'Ivoire",6226,9108,7011,8901,1,1,,,,,,,,
-4227,Deir ez Zor,6227,Deir ez Zor,6227,9122,7011,8901,1,0,,,,,,,,
-4228,Douala,6228,Douala,6228,9108,7011,8901,1,1,,,,,,,,
-4229,Egypt 1907,6229,Egypt 1907,6229,9122,7020,8901,1,0,,,,,,,,
-4230,ED50,6230,European Datum 1950,6230,9122,7022,8901,1,0,,,,,,,,
-4231,ED87,6231,European Datum 1987,6231,9122,7022,8901,1,0,,,,,,,,
-4232,Fahud,6232,Fahud,6232,9122,7012,8901,1,0,,,,,,,,
-4233,Gandajika 1970,6233,Gandajika 1970,6233,9122,7022,8901,1,1,9603,-133,-321,50,,,,
-4234,Garoua,6234,Garoua,6234,9108,7011,8901,1,1,,,,,,,,
-4235,Guyane Francaise,6235,Guyane Francaise,6235,9108,7022,8901,1,1,,,,,,,,
-4236,Hu Tzu Shan,6236,Hu Tzu Shan,6236,9122,7022,8901,1,0,9603,-637,-549,-203,,,,
-4237,HD72,6237,Hungarian Datum 1972,6237,9122,7036,8901,1,0,,,,,,,,
-4238,ID74,6238,Indonesian Datum 1974,6238,9122,7021,8901,1,0,,,,,,,,
-4239,Indian 1954,6239,Indian 1954,6239,9122,7015,8901,1,0,9603,217,823,299,,,,
-4240,Indian 1975,6240,Indian 1975,6240,9122,7015,8901,1,0,,,,,,,,
-4241,Jamaica 1875,6241,Jamaica 1875,6241,9122,7034,8901,1,0,,,,,,,,
-4242,JAD69,6242,Jamaica 1969,6242,9122,7008,8901,1,0,,,,,,,,
-4243,Kalianpur 1880,6243,Kalianpur 1880,6243,9122,7042,8901,1,0,,,,,,,,
-4244,Kandawala,6244,Kandawala,6244,9122,7015,8901,1,0,9603,-97,787,86,,,,
-4245,Kertau 1968,6245,Kertau 1968,6245,9122,7018,8901,1,0,9603,-11,851,5,,,,
-4246,KOC,6246,Kuwait Oil Company,6246,9122,7012,8901,1,0,9603,-294.7,-200.1,525.5,,,,
-4247,La Canoa,6247,La Canoa,6247,9122,7022,8901,1,0,9603,-273.5,110.6,-357.9,,,,
-4248,PSAD56,6248,Provisional South American Datum 1956,6248,9122,7022,8901,1,0,,,,,,,,
-4249,Lake,6249,Lake,6249,9122,7022,8901,1,0,,,,,,,,
-4250,Leigon,6250,Leigon,6250,9122,7012,8901,1,0,9603,-130,29,364,,,,
-4251,Liberia 1964,6251,Liberia 1964,6251,9122,7012,8901,1,0,9603,-90,40,88,,,,
-4252,Lome,6252,Lome,6252,9122,7011,8901,1,0,,,,,,,,
-4253,Luzon 1911,6253,Luzon 1911,6253,9122,7008,8901,1,0,,,,,,,,
-4254,Hito XVIII 1963,6254,Hito XVIII 1963,6254,9122,7022,8901,1,0,,,,,,,,
-4255,Herat North,6255,Herat North,6255,9122,7022,8901,1,0,9603,-333,-222,114,,,,
-4256,Mahe 1971,6256,Mahe 1971,6256,9122,7012,8901,1,0,9603,41,-220,-134,,,,
-4257,Makassar,6257,Makassar,6257,9122,7004,8901,1,0,9603,-587.8,519.75,145.76,,,,
-4258,ETRS89,6258,European Terrestrial Reference System 1989,6258,9122,7019,8901,1,0,,,,,,,,
-4259,Malongo 1987,6259,Malongo 1987,6259,9122,7022,8901,1,0,,,,,,,,
-4260,Manoca,6260,Manoca,6260,9108,7012,8901,1,1,9603,-70.9,-151.8,-41.4,,,,
-4261,Merchich,6261,Merchich,6261,9122,7011,8901,1,0,9603,31,146,47,,,,
-4262,Massawa,6262,Massawa,6262,9122,7004,8901,1,0,9603,639,405,60,,,,
-4263,Minna,6263,Minna,6263,9122,7012,8901,1,0,,,,,,,,
-4264,Mhast,6264,Mhast,6264,9122,7022,8901,1,1,9603,-252.95,-4.11,-96.38,,,,
-4265,Monte Mario,6265,Monte Mario,6265,9122,7022,8901,1,0,,,,,,,,
-4266,"M'poraloko",6266,"M'poraloko",6266,9122,7011,8901,1,0,,,,,,,,
-4267,NAD27,6267,North American Datum 1927,6267,9122,7008,8901,1,0,,,,,,,,
-4268,NAD27 Michigan,6268,NAD Michigan,6268,9122,7009,8901,1,0,,,,,,,,
-4269,NAD83,6269,North American Datum 1983,6269,9122,7019,8901,1,0,,,,,,,,
-4270,Nahrwan 1967,6270,Nahrwan 1967,6270,9122,7012,8901,1,0,,,,,,,,
-4271,Naparima 1972,6271,Naparima 1972,6271,9122,7022,8901,1,0,,,,,,,,
-4272,NZGD49,6272,New Zealand Geodetic Datum 1949,6272,9122,7022,8901,1,0,,,,,,,,
-4273,NGO 1948,6273,NGO 1948,6273,9122,7005,8901,1,0,9606,278.3,93,474.5,7.889,0.05,-6.61,6.21
-4274,Datum 73,6274,Datum 73,6274,9122,7022,8901,1,0,,,,,,,,
-4275,NTF,6275,Nouvelle Triangulation Francaise,6275,9122,7011,8901,1,0,9603,-168,-60,320,,,,
-4276,NSWC 9Z-2,6276,NSWC 9Z-2,6276,9122,7025,8901,1,0,,,,,,,,
-4277,OSGB 1936,6277,OSGB 1936,6277,9122,7001,8901,1,0,,,,,,,,
-4278,OSGB70,6278,"OSGB 1970 (SN)",6278,9122,7001,8901,1,0,,,,,,,,
-4279,"OS(SN)80",6279,"OS (SN) 1980",6279,9122,7001,8901,1,0,,,,,,,,
-4280,Padang,6280,Padang 1884,6280,9122,7004,8901,1,0,,,,,,,,
-4281,Palestine 1923,6281,Palestine 1923,6281,9122,7010,8901,1,0,9606,-275.7224,94.7824,340.8944,-8.001,-4.42,-11.821,1
-4282,Pointe Noire,6282,Congo 1960 Pointe Noire,6282,9122,7011,8901,1,0,,,,,,,,
-4283,GDA94,6283,Geocentric Datum of Australia 1994,6283,9122,7019,8901,1,0,9603,0,0,0,,,,
-4284,Pulkovo 1942,6284,Pulkovo 1942,6284,9122,7024,8901,1,0,,,,,,,,
-4285,Qatar 1974,6285,Qatar 1974,6285,9122,7022,8901,1,0,,,,,,,,
-4286,Qatar 1948,6286,Qatar 1948,6286,9122,7020,8901,1,0,,,,,,,,
-4287,Qornoq,6287,Qornoq,6287,9108,7022,8901,1,1,9603,164,138,-189,,,,
-4288,Loma Quintana,6288,Loma Quintana,6288,9122,7022,8901,1,0,,,,,,,,
-4289,Amersfoort,6289,Amersfoort,6289,9122,7004,8901,1,0,,,,,,,,
-4291,SAD69,6291,South American Datum 1969,6291,9108,7036,8901,1,1,,,,,,,,
-4292,Sapper Hill 1943,6292,Sapper Hill 1943,6292,9122,7022,8901,1,0,9603,-355,21,72,,,,
-4293,Schwarzeck,6293,Schwarzeck,6293,9122,7046,8901,1,0,,,,,,,,
-4294,Segora,6294,Segora,6294,9108,7004,8901,1,1,,,,,,,,
-4295,Serindung,6295,Serindung,6295,9122,7004,8901,1,0,,,,,,,,
-4296,Sudan,6296,Sudan,6296,9108,7011,8901,1,1,,,,,,,,
-4297,Tananarive,6297,Tananarive 1925,6297,9122,7022,8901,1,0,9603,-189,-242,-91,,,,
-4298,Timbalai 1948,6298,Timbalai 1948,6298,9122,7016,8901,1,0,,,,,,,,
-4299,TM65,6299,TM65,6299,9122,7002,8901,1,0,,,,,,,,
-4300,TM75,6300,Geodetic Datum of 1965,6300,9122,7002,8901,1,0,,,,,,,,
-4301,Tokyo,6301,Tokyo,6301,9122,7004,8901,1,0,,,,,,,,
-4302,Trinidad 1903,6302,Trinidad 1903,6302,9122,7007,8901,1,0,,,,,,,,
-4303,"TC(1948)",6303,Trucial Coast 1948,6303,9122,7020,8901,1,0,,,,,,,,
-4304,Voirol 1875,6304,Voirol 1875,6304,9122,7011,8901,1,0,9603,-73,-247,227,,,,
-4306,Bern 1938,6306,Bern 1938,6306,9122,7004,8901,1,0,,,,,,,,
-4307,Nord Sahara 1959,6307,Nord Sahara 1959,6307,9122,7012,8901,1,0,,,,,,,,
-4308,RT38,6308,Stockholm 1938,6308,9122,7004,8901,1,0,,,,,,,,
-4309,Yacare,6309,Yacare,6309,9122,7022,8901,1,0,9603,-155,171,37,,,,
-4310,Yoff,6310,Yoff,6310,9122,7011,8901,1,0,,,,,,,,
-4311,Zanderij,6311,Zanderij,6311,9122,7022,8901,1,0,9603,-265,120,-358,,,,
-4312,MGI,6312,Militar-Geographische Institut,6312,9122,7004,8901,1,0,,,,,,,,
-4313,Belge 1972,6313,Reseau National Belge 1972,6313,9122,7022,8901,1,0,,,,,,,,
-4314,DHDN,6314,Deutsches Hauptdreiecksnetz,6314,9122,7004,8901,1,0,,,,,,,,
-4315,Conakry 1905,6315,Conakry 1905,6315,9122,7011,8901,1,0,9603,-23,259,-9,,,,
-4316,Dealul Piscului 1933,6316,Dealul Piscului 1933,6316,9122,7022,8901,1,0,,,,,,,,
-4317,Dealul Piscului 1970,6317,Dealul Piscului 1970,6317,9122,7024,8901,1,0,,,,,,,,
-4318,NGN,6318,National Geodetic Network,6318,9122,7030,8901,1,0,9603,-3.2,-5.7,2.8,,,,
-4319,KUDAMS,6319,Kuwait Utility,6319,9122,7019,8901,1,0,,,,,,,,
-4322,WGS 72,6322,World Geodetic System 1972,6322,9122,7043,8901,1,0,,,,,,,,
-4324,WGS 72BE,6324,WGS 72 Transit Broadcast Ephemeris,6324,9122,7043,8901,1,0,9606,0,0,1.9,0,0,0.814,-0.38
-4326,WGS 84,6326,World Geodetic System 1984,6326,9122,7030,8901,1,0,,,,,,,,
-4600,Anguilla 1957,6600,Anguilla 1957,6600,9122,7012,8901,1,0,,,,,,,,
-4601,Antigua 1943,6601,Antigua 1943,6601,9122,7012,8901,1,0,,,,,,,,
-4602,Dominica 1945,6602,Dominica 1945,6602,9122,7012,8901,1,0,9603,725,685,536,,,,
-4603,Grenada 1953,6603,Grenada 1953,6603,9122,7012,8901,1,0,9603,72,213.7,93,,,,
-4604,Montserrat 1958,6604,Montserrat 1958,6604,9122,7012,8901,1,0,9603,174,359,365,,,,
-4605,St. Kitts 1955,6605,St. Kitts 1955,6605,9122,7012,8901,1,0,,,,,,,,
-4606,St. Lucia 1955,6606,St. Lucia 1955,6606,9122,7012,8901,1,0,9603,-149,128,296,,,,
-4607,St. Vincent 1945,6607,St. Vincent 1945,6607,9122,7012,8901,1,0,9603,195.671,332.517,274.607,,,,
-4608,"NAD27(76)",6608,"North American Datum 1927 (1976)",6608,9122,7008,8901,1,0,,,,,,,,
-4609,"NAD27(CGQ77)",6609,"North American Datum 1927 (CGQ77)",6609,9122,7008,8901,1,0,,,,,,,,
-4610,Xian 1980,6610,Xian 1980,6610,9122,7049,8901,1,0,,,,,,,,
-4611,Hong Kong 1980,6611,Hong Kong 1980,6611,9122,7022,8901,1,0,9606,-162.619,-276.959,-161.764,0.067753,-2.243649,-1.158827,-1.094246
-4612,JGD2000,6612,Japanese Geodetic Datum 2000,6612,9122,7019,8901,1,0,9603,0,0,0,,,,
-4613,Segara,6613,Gunung Segara,6613,9122,7004,8901,1,0,,,,,,,,
-4614,QND95,6614,Qatar National Datum 1995,6614,9122,7022,8901,1,0,9606,-119.4248,-303.65872,-11.00061,1.164298,0.174458,1.096259,3.657065
-4615,Porto Santo,6615,Porto Santo 1936,6615,9122,7022,8901,1,0,9603,-499,-249,314,,,,
-4616,Selvagem Grande,6616,Selvagem Grande,6616,9122,7022,8901,1,0,,,,,,,,
-4617,"NAD83(CSRS)",6140,NAD83 Canadian Spatial Reference System,6140,9122,7019,8901,1,0,,,,,,,,
-4618,SAD69,6618,South American Datum 1969,6618,9122,7050,8901,1,0,,,,,,,,
-4619,SWEREF99,6619,SWEREF99,6619,9122,7019,8901,1,0,9603,0,0,0,,,,
-4620,Point 58,6620,Point 58,6620,9122,7012,8901,1,0,9603,-106,-129,165,,,,
-4621,Fort Marigot,6621,Fort Marigot,6621,9122,7022,8901,1,0,9603,137,248,-430,,,,
-4622,Guadeloupe 1948,6622,Guadeloupe 1948,6622,9122,7022,8901,1,0,,,,,,,,
-4623,CSG67,6623,Centre Spatial Guyanais 1967,6623,9122,7022,8901,1,0,9603,-186,230,110,,,,
-4624,RGFG95,6624,Reseau Geodesique Francais Guyane 1995,6624,9122,7019,8901,1,0,9603,2,2,-2,,,,
-4625,Martinique 1938,6625,Martinique 1938,6625,9122,7022,8901,1,0,,,,,,,,
-4626,Reunion 1947,6626,Reunion 1947,6626,9122,7022,8901,1,0,,,,,,,,
-4627,RGR92,6627,Reseau Geodesique de la Reunion 1992,6627,9122,7019,8901,1,0,9603,0,0,0,,,,
-4628,Tahiti 52,6628,Tahiti 52,6628,9122,7022,8901,1,0,9603,162,117,154,,,,
-4629,Tahaa 54,6629,Tahaa 54,6629,9122,7022,8901,1,0,,,,,,,,
-4630,IGN72 Nuku Hiva,6630,IGN72 Nuku Hiva,6630,9122,7022,8901,1,0,,,,,,,,
-4631,K0 1949,6631,K0 1949,6631,9122,7022,8901,1,1,9603,145,-187,103,,,,
-4632,Combani 1950,6632,Combani 1950,6632,9122,7022,8901,1,0,9603,-382,-59,-262,,,,
-4633,IGN56 Lifou,6633,IGN56 Lifou,6633,9122,7022,8901,1,0,,,,,,,,
-4634,IGN72 Grand Terre,6634,IGN72 Grande Terre,6634,9108,7022,8901,1,1,,,,,,,,
-4635,ST87 Ouvea,6635,ST87 Ouvea,6635,9122,7022,8901,1,1,9606,-122.383,-188.696,103.344,3.5107,-4.9668,-5.7047,4.4798
-4636,Petrels 1972,6636,Petrels 1972,6636,9122,7022,8901,1,0,9603,365,194,166,,,,
-4637,Perroud 1950,6637,Pointe Geologie Perroud 1950,6637,9122,7022,8901,1,0,9603,325,154,172,,,,
-4638,Saint Pierre et Miquelon 1950,6638,Saint Pierre et Miquelon 1950,6638,9122,7008,8901,1,0,9603,30,430,368,,,,
-4639,MOP78,6639,MOP78,6639,9122,7022,8901,1,0,,,,,,,,
-4640,RRAF 1991,6640,Reseau de Reference des Antilles Francaises 1991,6640,9122,7030,8901,1,0,9603,0,0,0,,,,
-4641,IGN53 Mare,6641,IGN53 Mare,6641,9122,7022,8901,1,0,,,,,,,,
-4642,ST84 Ile des Pins,6642,ST84 Ile des Pins,6642,9122,7022,8901,1,0,,,,,,,,
-4643,ST71 Belep,6643,ST71 Belep,6643,9122,7022,8901,1,0,9606,-480.26,-438.32,-643.429,16.3119,20.1721,-4.0349,-111.7002
-4644,NEA74 Noumea,6644,NEA74 Noumea,6644,9122,7022,8901,1,0,,,,,,,,
-4645,RGNC 1991,6645,Reseau Geodesique Nouvelle Caledonie 1991,6645,9122,7022,8901,1,1,9603,0,0,0,,,,
-4646,Grand Comoros,6646,Grand Comoros,6646,9122,7022,8901,1,0,,,,,,,,
-4657,Reykjavik 1900,6657,Reykjavik 1900,6657,9122,7051,8901,1,0,9603,-28,199,5,,,,
-4658,Hjorsey 1955,6658,Hjorsey 1955,6658,9122,7022,8901,1,0,9603,-73,46,-86,,,,
-4659,ISN93,6659,Islands Network 1993,6659,9122,7019,8901,1,0,9603,0,0,0,,,,
-4660,Helle 1954,6660,Helle 1954,6660,9122,7022,8901,1,0,9606,982.6087,552.753,-540.873,32.39344,-153.25684,-96.2266,16.805
-4661,LKS92,6661,Latvia 1992,6661,9122,7019,8901,1,0,9603,0,0,0,,,,
-4662,IGN72 Grande Terre,6634,IGN72 Grande Terre,6634,9122,7022,8901,1,0,,,,,,,,
-4663,Porto Santo 1995,6663,Porto Santo 1995,6663,9122,7022,8901,1,0,,,,,,,,
-4664,Azores Oriental 1995,6664,Azores Oriental Islands 1995,6664,9122,7022,8901,1,0,,,,,,,,
-4665,Azores Central 1995,6665,Azores Central Islands 1995,6665,9122,7022,8901,1,0,,,,,,,,
-4666,Lisbon 1890,6666,Lisbon 1890,6666,9122,7004,8901,1,0,,,,,,,,
-4667,IKBD-92,6667,Iraq-Kuwait Boundary Datum 1992,6667,9122,7030,8901,1,0,9603,0,0,0,,,,
-4668,ED79,6668,European Datum 1979,6668,9122,7022,8901,1,0,9603,-86,-98,-119,,,,
-4669,LKS94,6126,"Lithuania 1994 (ETRS89)",6126,9122,7019,8901,1,0,9603,0,0,0,,,,
-4670,IGM95,6670,Istituto Geografico Militaire 1995,6670,9122,7030,8901,1,0,9603,0,0,0,,,,
-4671,Voirol 1879,6671,Voirol 1879,6671,9122,7011,8901,1,0,,,,,,,,
-4672,CI1971,6672,Chatham Islands Datum 1971,6672,9122,7022,8901,1,0,9603,175,-38,113,,,,
-4673,CI1979,6673,Chatham Islands Datum 1979,6673,9122,7022,8901,1,0,9607,174.05,-25.49,112.57,0,0,-0.554,0.2263
-4674,SIRGAS 2000,6674,Sistema de Referencia Geocentrico para America del Sur 2000,6674,9122,7019,8901,1,0,9603,0,0,0,,,,
-4675,Guam 1963,6675,Guam 1963,6675,9122,7008,8901,1,0,9603,-100,-248,259,,,,
-4676,Vientiane 1982,6676,Vientiane 1982,6676,9122,7024,8901,1,0,,,,,,,,
-4677,Lao 1993,6677,Lao 1993,6677,9122,7024,8901,1,0,,,,,,,,
-4678,Lao 1997,6678,Lao National Datum 1997,6678,9122,7024,8901,1,0,9603,44.585,-131.212,-39.544,,,,
-4679,Jouik 1961,6679,Jouik 1961,6679,9122,7012,8901,1,0,9603,-80.01,253.26,291.19,,,,
-4680,Nouakchott 1965,6680,Nouakchott 1965,6680,9122,7012,8901,1,0,9603,124.5,-63.5,-281,,,,
-4681,Mauritania 1999,6681,Mauritania 1999,6681,9122,7012,8901,1,1,,,,,,,,
-4682,Gulshan 303,6682,Gulshan 303,6682,9122,7015,8901,1,0,,,,,,,,
-4683,PRS92,6683,Philippine Reference System 1992,6683,9122,7008,8901,1,0,9607,-127.62,-67.24,-47.04,3.068,-4.903,-1.578,-1.06
-4684,Gan 1970,6684,Gan 1970,6684,9122,7022,8901,1,0,9603,-133,-321,50,,,,
-4685,Gandajika,6685,Gandajika,6685,9122,7022,8901,1,1,,,,,,,,
-4686,MAGNA-SIRGAS,6686,Marco Geocentrico Nacional de Referencia,6686,9122,7019,8901,1,0,9603,0,0,0,,,,
-4687,RGPF,6687,Reseau Geodesique de la Polynesie Francaise,6687,9122,7019,8901,1,0,,,,,,,,
-4688,Fatu Iva 72,6688,Fatu Iva 72,6688,9122,7022,8901,1,0,9607,347.103,1078.125,2623.922,33.8875,-70.6773,9.3943,186.074
-4689,IGN63 Hiva Oa,6689,IGN63 Hiva Oa,6689,9122,7022,8901,1,0,,,,,,,,
-4690,Tahiti 79,6690,Tahiti 79,6690,9122,7022,8901,1,0,,,,,,,,
-4691,Moorea 87,6691,Moorea 87,6691,9122,7022,8901,1,0,9607,215.525,149.593,176.229,3.2624,1.692,1.1571,10.4773
-4692,Maupiti 83,6692,Maupiti 83,6692,9122,7022,8901,1,0,9603,217.037,86.959,23.956,,,,
-4693,Nakhl-e Ghanem,6693,Nakhl-e Ghanem,6693,9122,7030,8901,1,0,9603,0,-0.15,0.68,,,,
-4694,POSGAR 94,6694,Posiciones Geodesicas Argentinas 1994,6694,9122,7019,8901,1,0,,,,,,,,
-4695,Katanga 1955,6695,Katanga 1955,6695,9122,7008,8901,1,0,,,,,,,,
-4696,Kasai 1953,6696,Kasai 1953,6696,9122,7012,8901,1,0,,,,,,,,
-4697,IGC 1962 6th Parallel South,6697,IGC 1962 Arc of the 6th Parallel South,6697,9122,7012,8901,1,0,,,,,,,,
-4698,IGN 1962 Kerguelen,6698,IGN 1962 Kerguelen,6698,9122,7022,8901,1,0,9603,145,-187,103,,,,
-4699,Le Pouce 1934,6699,Le Pouce 1934,6699,9122,7012,8901,1,0,9603,-770.1,158.4,-498.2,,,,
-4700,IGN Astro 1960,6700,IGN Astro 1960,6700,9122,7012,8901,1,0,,,,,,,,
-4701,IGCB 1955,6701,Institut Geographique du Congo Belge 1955,6701,9122,7012,8901,1,0,9603,-79.9,-158,-168.9,,,,
-4702,Mauritania 1999,6702,Mauritania 1999,6702,9122,7019,8901,1,0,9603,0,0,0,,,,
-4703,Mhast 1951,6703,Missao Hidrografico Angola y Sao Tome 1951,6703,9122,7012,8901,1,0,,,,,,,,
-4704,"Mhast (onshore)",6704,"Mhast (onshore)",6704,9122,7022,8901,1,0,,,,,,,,
-4705,"Mhast (offshore)",6705,"Mhast (offshore)",6705,9122,7022,8901,1,0,,,,,,,,
-4706,Egypt Gulf of Suez S-650 TL,6706,Egypt Gulf of Suez S-650 TL,6706,9122,7020,8901,1,0,9603,-146.21,112.63,4.05,,,,
-4707,Tern Island 1961,6707,Tern Island 1961,6707,9122,7022,8901,1,0,9603,114,-116,-333,,,,
-4708,Cocos Islands 1965,6708,Cocos Islands 1965,6708,9122,7003,8901,1,0,9603,-491,-22,435,,,,
-4709,Iwo Jima 1945,6709,Iwo Jima 1945,6709,9122,7022,8901,1,0,9603,145,75,-272,,,,
-4710,St. Helena 1971,6710,St. Helena 1971,6710,9122,7022,8901,1,0,9603,-320,550,-494,,,,
-4711,Marcus Island 1952,6711,Marcus Island 1952,6711,9122,7022,8901,1,0,9603,124,-234,-25,,,,
-4712,Ascension Island 1958,6712,Ascension Island 1958,6712,9122,7022,8901,1,0,9603,-205,107,53,,,,
-4713,Ayabelle Lighthouse,6713,Ayabelle Lighthouse,6713,9122,7012,8901,1,0,9603,-79,-129,145,,,,
-4714,Bellevue,6714,Bellevue,6714,9122,7022,8901,1,0,9603,-127,-769,472,,,,
-4715,Camp Area Astro,6715,Camp Area Astro,6715,9122,7022,8901,1,0,9603,-104,-129,239,,,,
-4716,Phoenix Islands 1966,6716,Phoenix Islands 1966,6716,9122,7022,8901,1,0,9603,298,-304,-375,,,,
-4717,Cape Canaveral,6717,Cape Canaveral,6717,9122,7008,8901,1,0,9603,-2,151,181,,,,
-4718,Solomon 1968,6718,Solomon 1968,6718,9122,7022,8901,1,0,,,,,,,,
-4719,Easter Island 1967,6719,Easter Island 1967,6719,9122,7022,8901,1,0,9603,211,147,111,,,,
-4720,Fiji 1986,6720,Fiji Geodetic Datum 1986,6720,9122,7043,8901,1,0,,,,,,,,
-4721,Fiji 1956,6721,Fiji 1956,6721,9122,7022,8901,1,0,9603,265.025,384.929,-194.046,,,,
-4722,South Georgia 1968,6722,South Georgia 1968,6722,9122,7022,8901,1,0,9603,-794,119,-298,,,,
-4723,Grand Cayman 1959,6723,Grand Cayman 1959,6723,9122,7008,8901,1,0,9603,67.8,106.1,138.8,,,,
-4724,Diego Garcia 1969,6724,Diego Garcia 1969,6724,9122,7022,8901,1,0,9603,208,-435,-229,,,,
-4725,Johnston Island 1961,6725,Johnston Island 1961,6725,9122,7022,8901,1,0,9603,189,-79,-202,,,,
-4726,Little Cayman 1961,6726,Little Cayman 1961,6726,9122,7008,8901,1,0,,,,,,,,
-4727,Midway 1961,6727,Midway 1961,6727,9122,7022,8901,1,0,,,,,,,,
-4728,Pico de la Nieves,6728,Pico de la Nieves,6728,9122,7022,8901,1,0,9603,-307,-92,127,,,,
-4729,Pitcairn 1967,6729,Pitcairn 1967,6729,9122,7022,8901,1,0,9603,185,165,42,,,,
-4730,Santo 1965,6730,Santo 1965,6730,9122,7022,8901,1,0,9603,170,42,84,,,,
-4731,Viti Levu 1916,6731,Viti Levu 1916,6731,9122,7012,8901,1,1,9603,51,391,-36,,,,
-4732,Marshall Islands 1960,6732,Marshall Islands 1960,6732,9122,7053,8901,1,0,9603,102,52,-38,,,,
-4733,Wake Island 1952,6733,Wake Island 1952,6733,9122,7022,8901,1,0,9603,276,-57,149,,,,
-4734,Tristan 1968,6734,Tristan 1968,6734,9122,7022,8901,1,0,9603,-632,438,-609,,,,
-4735,Kusaie 1951,6735,Kusaie 1951,6735,9122,7022,8901,1,0,9603,647,1777,-1124,,,,
-4736,Deception Island,6736,Deception Island,6736,9122,7012,8901,1,0,9603,260,12,-147,,,,
-4737,Korea 2000,6737,Geocentric datum of Korea,6737,9122,7019,8901,1,0,9603,0,0,0,,,,
-4738,Hong Kong 1963,6738,Hong Kong 1963,6738,9122,7007,8901,1,0,,,,,,,,
-4739,"Hong Kong 1963(67)",6739,"Hong Kong 1963(67)",6739,9122,7022,8901,1,0,9606,-156,-271,-189,,,,
-4740,PZ-90,6740,Parametrop Zemp 1990,6740,9122,7054,8901,1,0,9607,0,0,1.5,0,0,-0.076,0
-4741,FD54,6741,Faroe Datum 1954,6741,9122,7022,8901,1,0,,,,,,,,
-4742,GDM2000,6742,Geodetic Datum of Malaysia 2000,6742,9122,7019,8901,1,0,,,,,,,,
-4743,"Karbala 1979 (Polservice)",6743,"Karbala 1979 (Polservice)",6743,9122,7012,8901,1,0,9603,84.1,-320.1,218.7,,,,
-4744,Nahrwan 1934,6744,Nahrwan 1934,6744,9122,7012,8901,1,0,,,,,,,,
-4745,"RD/83",6745,"Rauenberg Datum/83",6745,9122,7004,8901,1,0,,,,,,,,
-4746,"PD/83",6746,"Potsdam Datum/83",6746,9122,7004,8901,1,0,,,,,,,,
-4747,GR96,6747,Greenland 1996,6747,9122,7019,8901,1,0,9603,0,0,0,,,,
-4748,Vanua Levu 1915,6748,Vanua Levu 1915,6748,9122,7055,8901,1,0,9603,51,391,-36,,,,
-4749,RGNC91-93,6749,Reseau Geodesique de Nouvelle Caledonie 91-93,6749,9122,7019,8901,1,0,9603,0,0,0,,,,
-4750,ST87 Ouvea,6750,ST87 Ouvea,6750,9122,7030,8901,1,0,9603,-56.263,16.136,-22.856,,,,
-4751,"Kertau (RSO)",6751,"Kertau (RSO)",6751,9122,7056,8901,1,0,,,,,,,,
-4752,Viti Levu 1912,6752,Viti Levu 1912,6752,9122,7055,8901,1,0,9603,51,391,-36,,,,
-4753,fk89,6753,fk89,6753,9122,7022,8901,1,0,,,,,,,,
-4754,LGD2006,6754,Libyan Geodetic Datum 2006,6754,9122,7022,8901,1,0,9603,-208.4058,-109.8777,-2.5764,,,,
-4755,DGN95,6755,Datum Geodesi Nasional 1995,6755,9122,7030,8901,1,0,9603,0,0,0,,,,
-4756,VN-2000,6756,Vietnam 2000,6756,9122,7030,8901,1,0,,,,,,,,
-4757,SVY21,6757,SVY21,6757,9122,7030,8901,1,0,,,,,,,,
-4758,JAD2001,6758,Jamaica 2001,6758,9122,7030,8901,1,0,9603,0,0,0,,,,
-4759,"NAD83(NSRS2007)",6759,"NAD83 (National Spatial Reference System 2007)",6759,9122,7019,8901,1,0,9603,0,0,0,,,,
-4760,WGS 66,6760,World Geodetic System 1966,6760,9122,7025,8901,1,0,,,,,,,,
-4801,"Bern 1898 (Bern)",6801,"CH1903 (Bern)",6149,9122,7004,8907,1,0,,,,,,,,
-4802,"Bogota 1975 (Bogota)",6802,"Bogota 1975 (Bogota)",6218,9122,7022,8904,1,0,,,,,,,,
-4803,"Lisbon (Lisbon)",6803,"Lisbon 1937 (Lisbon)",6207,9122,7022,8902,1,0,,,,,,,,
-4804,"Makassar (Jakarta)",6804,"Makassar (Jakarta)",6257,9122,7004,8908,1,0,9603,-587.8,519.75,145.76,,,,
-4805,"MGI (Ferro)",6805,"Militar-Geographische Institut (Ferro)",6312,9122,7004,8909,1,0,,,,,,,,
-4806,"Monte Mario (Rome)",6806,"Monte Mario (Rome)",6265,9122,7022,8906,1,0,,,,,,,,
-4807,"NTF (Paris)",6807,"Nouvelle Triangulation Francaise (Paris)",6275,9105,7011,8903,1,0,9603,-168,-60,320,,,,
-4808,"Padang (Jakarta)",6808,"Padang 1884 (Jakarta)",6280,9122,7004,8908,1,0,,,,,,,,
-4809,"Belge 1950 (Brussels)",6809,"Reseau National Belge 1950 (Brussels)",6215,9122,7022,8910,1,0,,,,,,,,
-4810,"Tananarive (Paris)",6810,"Tananarive 1925 (Paris)",6297,9105,7022,8903,1,0,9603,-189,-242,-91,,,,
-4811,"Voirol 1875 (Paris)",6811,"Voirol 1875 (Paris)",6304,9105,7011,8903,1,0,9603,-73,-247,227,,,,
-4813,"Batavia (Jakarta)",6813,"Batavia (Jakarta)",6211,9122,7004,8908,1,0,,,,,,,,
-4814,"RT38 (Stockholm)",6814,"Stockholm 1938 (Stockholm)",6308,9122,7004,8911,1,0,,,,,,,,
-4815,"Greek (Athens)",6815,"Greek (Athens)",6120,9122,7004,8912,1,0,,,,,,,,
-4816,"Carthage (Paris)",6816,"Carthage (Paris)",6223,9105,7011,8903,1,0,,,,,,,,
-4817,"NGO 1948 (Oslo)",6817,"NGO 1948 (Oslo)",6273,9122,7005,8913,1,0,9606,278.3,93,474.5,7.889,0.05,-6.61,6.21
-4818,"S-JTSK (Ferro)",6818,"S-JTSK (Ferro)",6156,9122,7004,8909,1,0,,,,,,,,
-4819,"Nord Sahara 1959 (Paris)",6819,"Nord Sahara 1959 (Paris)",6307,9105,7012,8903,1,1,,,,,,,,
-4820,"Segara (Jakarta)",6820,"Gunung Segara (Jakarta)",6613,9122,7004,8908,1,0,,,,,,,,
-4821,"Voirol 1879 (Paris)",6821,"Voirol 1879 (Paris)",6821,9105,7011,8903,1,0,,,,,,,,
-4901,"ATF (Paris)",6901,"Ancienne Triangulation Francaise (Paris)",6901,9105,7027,8903,1,0,,,,,,,,
-4902,"NDG (Paris)",6902,"Nord de Guerre (Paris)",6902,9105,7027,8903,1,0,,,,,,,,
-4903,"Madrid 1870 (Madrid)",6903,"Madrid 1870 (Madrid)",6903,9122,7028,8905,1,0,,,,,,,,
-4904,"Lisbon 1890 (Lisbon)",6904,"Lisbon 1890 (Lisbon)",6666,9122,7004,8902,1,0,,,,,,,,
+"COORD_REF_SYS_CODE","COORD_REF_SYS_NAME","DATUM_CODE","DATUM_NAME","GREENWICH_DATUM","UOM_CODE","ELLIPSOID_CODE","PRIME_MERIDIAN_CODE","SHOW_CRS","DEPRECATED","COORD_SYS_CODE","COORD_OP_METHOD_CODE","DX","DY","DZ","RX","RY","RZ","DS"
+4001,Unknown datum based upon the Airy 1830 ellipsoid,6001,"Not specified (based on Airy 1830 ellipsoid)",6001,9122,7001,8901,0,0,6422,,,,,,,,
+4002,Unknown datum based upon the Airy Modified 1849 ellipsoid,6002,"Not specified (based on Airy Modified 1849 ellipsoid)",6002,9122,7002,8901,0,0,6422,,,,,,,,
+4003,Unknown datum based upon the Australian National Spheroid,6003,"Not specified (based on Australian National Spheroid)",6003,9122,7003,8901,0,0,6422,,,,,,,,
+4004,Unknown datum based upon the Bessel 1841 ellipsoid,6004,"Not specified (based on Bessel 1841 ellipsoid)",6004,9122,7004,8901,0,0,6422,,,,,,,,
+4005,Unknown datum based upon the Bessel Modified ellipsoid,6005,"Not specified (based on Bessel Modified ellipsoid)",6005,9122,7005,8901,0,0,6422,,,,,,,,
+4006,Unknown datum based upon the Bessel Namibia ellipsoid,6006,"Not specified (based on Bessel Namibia ellipsoid)",6006,9122,7046,8901,0,0,6422,,,,,,,,
+4007,Unknown datum based upon the Clarke 1858 ellipsoid,6007,"Not specified (based on Clarke 1858 ellipsoid)",6007,9122,7007,8901,0,0,6422,,,,,,,,
+4008,Unknown datum based upon the Clarke 1866 ellipsoid,6008,"Not specified (based on Clarke 1866 ellipsoid)",6008,9122,7008,8901,0,0,6422,,,,,,,,
+4009,Unknown datum based upon the Clarke 1866 Michigan ellipsoid,6009,"Not specified (based on Clarke 1866 Michigan ellipsoid)",6009,9122,7009,8901,0,0,6422,,,,,,,,
+4010,"Unknown datum based upon the Clarke 1880 (Benoit) ellipsoid",6010,"Not specified (based on Clarke 1880 (Benoit) ellipsoid)",6010,9122,7010,8901,0,0,6422,,,,,,,,
+4011,"Unknown datum based upon the Clarke 1880 (IGN) ellipsoid",6011,"Not specified (based on Clarke 1880 (IGN) ellipsoid)",6011,9122,7011,8901,0,0,6422,,,,,,,,
+4012,"Unknown datum based upon the Clarke 1880 (RGS) ellipsoid",6012,"Not specified (based on Clarke 1880 (RGS) ellipsoid)",6012,9122,7012,8901,0,0,6422,,,,,,,,
+4013,"Unknown datum based upon the Clarke 1880 (Arc) ellipsoid",6013,"Not specified (based on Clarke 1880 (Arc) ellipsoid)",6013,9122,7013,8901,0,0,6422,,,,,,,,
+4014,"Unknown datum based upon the Clarke 1880 (SGA 1922) ellipsoid",6014,"Not specified (based on Clarke 1880 (SGA 1922) ellipsoid)",6014,9122,7014,8901,0,0,6422,,,,,,,,
+4015,"Unknown datum based upon the Everest 1830 (1937 Adjustment) ellipsoid",6015,"Not specified (based on Everest 1830 (1937 Adjustment) ellipsoid)",6015,9122,7015,8901,0,0,6422,,,,,,,,
+4016,"Unknown datum based upon the Everest 1830 (1967 Definition) ellipsoid",6016,"Not specified (based on Everest 1830 (1967 Definition) ellipsoid)",6016,9122,7016,8901,0,0,6422,,,,,,,,
+4018,Unknown datum based upon the Everest 1830 Modified ellipsoid,6018,"Not specified (based on Everest 1830 Modified ellipsoid)",6018,9122,7018,8901,0,0,6422,,,,,,,,
+4019,Unknown datum based upon the GRS 1980 ellipsoid,6019,"Not specified (based on GRS 1980 ellipsoid)",6019,9122,7019,8901,0,0,6422,,,,,,,,
+4020,Unknown datum based upon the Helmert 1906 ellipsoid,6020,"Not specified (based on Helmert 1906 ellipsoid)",6020,9122,7020,8901,0,0,6422,,,,,,,,
+4021,Unknown datum based upon the Indonesian National Spheroid,6021,"Not specified (based on Indonesian National Spheroid)",6021,9122,7021,8901,0,0,6422,,,,,,,,
+4022,Unknown datum based upon the International 1924 ellipsoid,6022,"Not specified (based on International 1924 ellipsoid)",6022,9122,7022,8901,0,0,6422,,,,,,,,
+4024,Unknown datum based upon the Krassowsky 1940 ellipsoid,6024,"Not specified (based on Krassowsky 1940 ellipsoid)",6024,9122,7024,8901,0,0,6422,,,,,,,,
+4025,Unknown datum based upon the NWL 9D ellipsoid,6025,"Not specified (based on NWL 9D ellipsoid)",6025,9122,7025,8901,0,0,6422,,,,,,,,
+4027,Unknown datum based upon the Plessis 1817 ellipsoid,6027,"Not specified (based on Plessis 1817 ellipsoid)",6027,9122,7027,8901,0,0,6422,,,,,,,,
+4028,Unknown datum based upon the Struve 1860 ellipsoid,6028,"Not specified (based on Struve 1860 ellipsoid)",6028,9122,7028,8901,0,0,6422,,,,,,,,
+4029,Unknown datum based upon the War Office ellipsoid,6029,"Not specified (based on War Office ellipsoid)",6029,9122,7029,8901,0,0,6422,,,,,,,,
+4030,Unknown datum based upon the WGS 84 ellipsoid,6030,"Not specified (based on WGS 84 ellipsoid)",6030,9122,7030,8901,0,0,6422,,,,,,,,
+4031,Unknown datum based upon the GEM 10C ellipsoid,6031,"Not specified (based on GEM 10C ellipsoid)",6031,9122,7031,8901,0,0,6422,,,,,,,,
+4032,Unknown datum based upon the OSU86F ellipsoid,6032,"Not specified (based on OSU86F ellipsoid)",6032,9122,7032,8901,0,0,6422,,,,,,,,
+4033,Unknown datum based upon the OSU91A ellipsoid,6033,"Not specified (based on OSU91A ellipsoid)",6033,9122,7033,8901,0,0,6422,,,,,,,,
+4034,Unknown datum based upon the Clarke 1880 ellipsoid,6034,"Not specified (based on Clarke 1880 ellipsoid)",6034,9122,7034,8901,0,0,6422,,,,,,,,
+4035,Unknown datum based upon the Authalic Sphere,6035,"Not specified (based on Authalic Sphere)",6035,9108,7035,8901,0,1,6402,,,,,,,,
+4036,Unknown datum based upon the GRS 1967 ellipsoid,6036,"Not specified (based on GRS 1967 ellipsoid)",6036,9122,7036,8901,0,0,6422,,,,,,,,
+4041,Unknown datum based upon the Average Terrestrial System 1977 ellipsoid,6041,"Not specified (based on Average Terrestrial System 1977 ellipsoid)",6041,9122,7041,8901,0,0,6422,,,,,,,,
+4042,"Unknown datum based upon the Everest (1830 Definition) ellipsoid",6042,"Not specified (based on Everest (1830 Definition) ellipsoid)",6042,9122,7042,8901,0,0,6422,,,,,,,,
+4043,Unknown datum based upon the WGS 72 ellipsoid,6043,"Not specified (based on WGS 72 ellipsoid)",6043,9122,7043,8901,0,0,6422,,,,,,,,
+4044,"Unknown datum based upon the Everest 1830 (1962 Definition) ellipsoid",6044,"Not specified (based on Everest 1830 (1962 Definition) ellipsoid)",6044,9122,7044,8901,0,0,6422,,,,,,,,
+4045,"Unknown datum based upon the Everest 1830 (1975 Definition) ellipsoid",6045,"Not specified (based on Everest 1830 (1975 Definition) ellipsoid)",6045,9122,7045,8901,0,0,6422,,,,,,,,
+4047,Unspecified datum based upon the GRS 1980 Authalic Sphere,6047,"Not specified (based on GRS 1980 Authalic Sphere)",6047,9122,7048,8901,0,0,6422,,,,,,,,
+4052,Unspecified datum based upon the Clarke 1866 Authalic Sphere,6052,"Not specified (based on Clarke 1866 Authalic Sphere)",6052,9122,7052,8901,0,0,6422,,,,,,,,
+4053,Unspecified datum based upon the International 1924 Authalic Sphere,6053,"Not specified (based on International 1924 Authalic Sphere)",6053,9122,7057,8901,0,0,6422,,,,,,,,
+4054,Unspecified datum based upon the Hughes 1980 ellipsoid,6054,"Not specified (based on Hughes 1980 ellipsoid)",6054,9122,7058,8901,0,0,6422,,,,,,,,
+4055,Popular Visualisation CRS,6055,Popular Visualisation Datum,6055,9122,7059,8901,1,0,6422,9603,0,0,0,,,,
+4120,Greek,6120,Greek,6120,9122,7004,8901,1,0,6422,,,,,,,,
+4121,GGRS87,6121,Greek Geodetic Reference System 1987,6121,9122,7019,8901,1,0,6422,9603,-199.87,74.79,246.62,,,,
+4122,ATS77,6122,Average Terrestrial System 1977,6122,9122,7041,8901,1,0,6422,,,,,,,,
+4123,KKJ,6123,"Kartastokoordinaattijarjestelma (1966)",6123,9122,7022,8901,1,0,6422,,,,,,,,
+4124,RT90,6124,Rikets koordinatsystem 1990,6124,9122,7004,8901,1,0,6422,,,,,,,,
+4125,Samboja,6125,Samboja,6125,9108,7004,8901,1,1,6402,9603,-404.78,685.68,45.47,,,,
+4126,"LKS94 (ETRS89)",6126,"Lithuania 1994 (ETRS89)",6126,9108,7019,8901,1,1,6402,,,,,,,,
+4127,Tete,6127,Tete,6127,9122,7008,8901,1,0,6422,,,,,,,,
+4128,Madzansua,6128,Madzansua,6128,9122,7008,8901,1,0,6422,,,,,,,,
+4129,Observatario,6129,Observatario,6129,9122,7008,8901,1,0,6422,,,,,,,,
+4130,Moznet,6130,"Moznet (ITRF94)",6130,9122,7030,8901,1,0,6422,9607,0,0,0,0,0,0,0
+4131,Indian 1960,6131,Indian 1960,6131,9122,7015,8901,1,0,6422,,,,,,,,
+4132,FD58,6132,Final Datum 1958,6132,9122,7012,8901,1,0,6422,,,,,,,,
+4133,EST92,6133,Estonia 1992,6133,9122,7019,8901,1,0,6422,9607,0.055,-0.541,-0.185,-0.0183,0.0003,0.007,-0.014
+4134,PDO Survey Datum 1993,6134,PDO Survey Datum 1993,6134,9122,7012,8901,1,0,6422,,,,,,,,
+4135,Old Hawaiian,6135,Old Hawaiian,6135,9122,7008,8901,1,0,6422,,,,,,,,
+4136,St. Lawrence Island,6136,St. Lawrence Island,6136,9122,7008,8901,1,0,6422,,,,,,,,
+4137,St. Paul Island,6137,St. Paul Island,6137,9122,7008,8901,1,0,6422,,,,,,,,
+4138,St. George Island,6138,St. George Island,6138,9122,7008,8901,1,0,6422,,,,,,,,
+4139,Puerto Rico,6139,Puerto Rico,6139,9122,7008,8901,1,0,6422,9603,11,72,-101,,,,
+4140,"NAD83(CSRS98)",6140,NAD83 Canadian Spatial Reference System,6140,9108,7019,8901,1,1,6402,9603,0,0,0,,,,
+4141,Israel,6141,Israel,6141,9122,7019,8901,1,0,6422,9603,-48,55,52,,,,
+4142,Locodjo 1965,6142,Locodjo 1965,6142,9122,7012,8901,1,0,6422,9603,-125,53,467,,,,
+4143,Abidjan 1987,6143,Abidjan 1987,6143,9122,7012,8901,1,0,6422,9603,-124.76,53,466.79,,,,
+4144,Kalianpur 1937,6144,Kalianpur 1937,6144,9122,7015,8901,1,0,6422,,,,,,,,
+4145,Kalianpur 1962,6145,Kalianpur 1962,6145,9122,7044,8901,1,0,6422,,,,,,,,
+4146,Kalianpur 1975,6146,Kalianpur 1975,6146,9122,7045,8901,1,0,6422,9603,295,736,257,,,,
+4147,Hanoi 1972,6147,Hanoi 1972,6147,9122,7024,8901,1,0,6422,9603,-17.51,-108.32,-62.39,,,,
+4148,Hartebeesthoek94,6148,Hartebeesthoek94,6148,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
+4149,CH1903,6149,CH1903,6149,9122,7004,8901,1,0,6422,,,,,,,,
+4150,"CH1903+",6150,"CH1903+",6150,9122,7004,8901,1,0,6422,9603,674.374,15.056,405.346,,,,
+4151,CHTRF95,6151,Swiss Terrestrial Reference Frame 1995,6151,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4152,"NAD83(HARN)",6152,"NAD83 (High Accuracy Regional Network)",6152,9122,7019,8901,1,0,6422,,,,,,,,
+4153,Rassadiran,6153,Rassadiran,6153,9122,7022,8901,1,0,6422,9603,-133.63,-157.5,-158.62,,,,
+4154,"ED50(ED77)",6154,"European Datum 1950(1977)",6154,9122,7022,8901,1,0,6422,,,,,,,,
+4155,Dabola 1981,6155,Dabola 1981,6155,9122,7011,8901,1,0,6422,9603,-83,37,124,,,,
+4156,S-JTSK,6156,Jednotne Trigonometricke Site Katastralni,6156,9122,7004,8901,1,0,6422,,,,,,,,
+4157,Mount Dillon,6157,Mount Dillon,6157,9122,7007,8901,1,0,6422,,,,,,,,
+4158,Naparima 1955,6158,Naparima 1955,6158,9122,7022,8901,1,0,6422,,,,,,,,
+4159,ELD79,6159,European Libyan Datum 1979,6159,9122,7022,8901,1,0,6422,,,,,,,,
+4160,Chos Malal 1914,6160,Chos Malal 1914,6160,9122,7022,8901,1,0,6422,,,,,,,,
+4161,Pampa del Castillo,6161,Pampa del Castillo,6161,9122,7022,8901,1,0,6422,9603,27.5,14,186.4,,,,
+4162,Korean 1985,6162,Korean Datum 1985,6162,9122,7004,8901,1,0,6422,,,,,,,,
+4163,Yemen NGN96,6163,Yemen National Geodetic Network 1996,6163,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
+4164,South Yemen,6164,South Yemen,6164,9122,7024,8901,1,0,6422,9603,-76,-138,67,,,,
+4165,Bissau,6165,Bissau,6165,9122,7022,8901,1,0,6422,9603,-173,253,27,,,,
+4166,Korean 1995,6166,Korean Datum 1995,6166,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
+4167,NZGD2000,6167,New Zealand Geodetic Datum 2000,6167,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4168,Accra,6168,Accra,6168,9122,7029,8901,1,0,6422,9603,-199,32,322,,,,
+4169,American Samoa 1962,6169,American Samoa 1962,6169,9122,7008,8901,1,0,6422,9603,-115,118,426,,,,
+4170,SIRGAS,6170,Sistema de Referencia Geocentrico para America del Sur 1995,6170,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4171,RGF93,6171,Reseau Geodesique Francais 1993,6171,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4172,POSGAR,6172,Posiciones Geodesicas Argentinas,6172,9108,7019,8901,1,1,6402,9603,0,0,0,,,,
+4173,IRENET95,6173,IRENET95,6173,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4174,Sierra Leone 1924,6174,Sierra Leone Colony 1924,6174,9122,7029,8901,1,0,6422,,,,,,,,
+4175,Sierra Leone 1968,6175,Sierra Leone 1968,6175,9122,7012,8901,1,0,6422,9603,-88,4,101,,,,
+4176,Australian Antarctic,6176,Australian Antarctic Datum 1998,6176,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4178,"Pulkovo 1942(83)",6178,"Pulkovo 1942/83",6178,9122,7024,8901,1,0,6422,9607,24,-123,-94,-0.02,0.25,0.13,1.1
+4179,"Pulkovo 1942(58)",6179,"Pulkovo 1942/58",6179,9122,7024,8901,1,0,6422,9606,33.4,-146.6,-76.3,-0.359,-0.053,0.844,-0.84
+4180,EST97,6180,Estonia 1997,6180,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4181,Luxembourg 1930,6181,Luxembourg 1930,6181,9122,7022,8901,1,0,6422,9606,-193,13.7,-39.3,-0.41,-2.933,2.688,0.43
+4182,Azores Occidental 1939,6182,Azores Occidental Islands 1939,6182,9122,7022,8901,1,0,6422,,,,,,,,
+4183,Azores Central 1948,6183,Azores Central Islands 1948,6183,9122,7022,8901,1,0,6422,9603,-104,167,-38,,,,
+4184,Azores Oriental 1940,6184,Azores Oriental Islands 1940,6184,9122,7022,8901,1,0,6422,9603,-203,141,53,,,,
+4185,Madeira 1936,6185,Madeira 1936,6185,9108,7022,8901,1,1,6402,,,,,,,,
+4188,OSNI 1952,6188,OSNI 1952,6188,9122,7001,8901,1,0,6422,9606,482.5,-130.6,564.6,-1.042,-0.214,-0.631,8.15
+4189,REGVEN,6189,Red Geodesica Venezolana,6189,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4190,POSGAR 98,6190,Posiciones Geodesicas Argentinas 1998,6190,9122,7019,8901,1,0,6422,,,,,,,,
+4191,Albanian 1987,6191,Albanian 1987,6191,9122,7024,8901,1,0,6422,,,,,,,,
+4192,Douala 1948,6192,Douala 1948,6192,9122,7022,8901,1,0,6422,9603,-206.1,-174.7,-87.7,,,,
+4193,Manoca 1962,6193,Manoca 1962,6193,9122,7011,8901,1,0,6422,9603,-70.9,-151.8,-41.4,,,,
+4194,Qornoq 1927,6194,Qornoq 1927,6194,9122,7022,8901,1,0,6422,,,,,,,,
+4195,Scoresbysund 1952,6195,Scoresbysund 1952,6195,9122,7022,8901,1,0,6422,9606,105,326,-102.5,0,0,0.814,-0.6
+4196,Ammassalik 1958,6196,Ammassalik 1958,6196,9122,7022,8901,1,0,6422,9606,-45,417,-3.5,0,0,0.814,-0.6
+4197,Garoua,6197,Garoua,6197,9122,7012,8901,1,0,6422,,,,,,,,
+4198,Kousseri,6198,Kousseri,6198,9122,7012,8901,1,0,6422,,,,,,,,
+4199,Egypt 1930,6199,Egypt 1930,6199,9122,7022,8901,1,0,6422,,,,,,,,
+4200,Pulkovo 1995,6200,Pulkovo 1995,6200,9122,7024,8901,1,0,6422,,,,,,,,
+4201,Adindan,6201,Adindan,6201,9122,7012,8901,1,0,6422,,,,,,,,
+4202,AGD66,6202,Australian Geodetic Datum 1966,6202,9122,7003,8901,1,0,6422,,,,,,,,
+4203,AGD84,6203,Australian Geodetic Datum 1984,6203,9122,7003,8901,1,0,6422,,,,,,,,
+4204,Ain el Abd,6204,Ain el Abd 1970,6204,9122,7022,8901,1,0,6422,,,,,,,,
+4205,Afgooye,6205,Afgooye,6205,9122,7024,8901,1,0,6422,9603,-43,-163,45,,,,
+4206,Agadez,6206,Agadez,6206,9122,7011,8901,1,0,6422,,,,,,,,
+4207,Lisbon,6207,Lisbon 1937,6207,9122,7022,8901,1,0,6422,,,,,,,,
+4208,Aratu,6208,Aratu,6208,9122,7022,8901,1,0,6422,,,,,,,,
+4209,Arc 1950,6209,Arc 1950,6209,9122,7013,8901,1,0,6422,,,,,,,,
+4210,Arc 1960,6210,Arc 1960,6210,9122,7012,8901,1,0,6422,,,,,,,,
+4211,Batavia,6211,Batavia,6211,9122,7004,8901,1,0,6422,,,,,,,,
+4212,Barbados 1938,6212,Barbados 1938,6212,9122,7012,8901,1,0,6422,9603,31.95,300.99,419.19,,,,
+4213,Beduaram,6213,Beduaram,6213,9122,7011,8901,1,0,6422,9603,-106,-87,188,,,,
+4214,Beijing 1954,6214,Beijing 1954,6214,9122,7024,8901,1,0,6422,,,,,,,,
+4215,Belge 1950,6215,Reseau National Belge 1950,6215,9122,7022,8901,1,0,6422,,,,,,,,
+4216,Bermuda 1957,6216,Bermuda 1957,6216,9122,7008,8901,1,0,6422,,,,,,,,
+4218,Bogota 1975,6218,Bogota 1975,6218,9122,7022,8901,1,0,6422,,,,,,,,
+4219,Bukit Rimpah,6219,Bukit Rimpah,6219,9122,7004,8901,1,0,6422,9603,-384,664,-48,,,,
+4220,Camacupa,6220,Camacupa,6220,9122,7012,8901,1,0,6422,,,,,,,,
+4221,Campo Inchauspe,6221,Campo Inchauspe,6221,9122,7022,8901,1,0,6422,,,,,,,,
+4222,Cape,6222,Cape,6222,9122,7013,8901,1,0,6422,,,,,,,,
+4223,Carthage,6223,Carthage,6223,9122,7011,8901,1,0,6422,,,,,,,,
+4224,Chua,6224,Chua,6224,9122,7022,8901,1,0,6422,9603,-134,229,-29,,,,
+4225,Corrego Alegre,6225,Corrego Alegre,6225,9122,7022,8901,1,0,6422,9603,-206,172,-6,,,,
+4226,"Cote d'Ivoire",6226,"Cote d'Ivoire",6226,9108,7011,8901,1,1,6402,,,,,,,,
+4227,Deir ez Zor,6227,Deir ez Zor,6227,9122,7011,8901,1,0,6422,,,,,,,,
+4228,Douala,6228,Douala,6228,9108,7011,8901,1,1,6402,,,,,,,,
+4229,Egypt 1907,6229,Egypt 1907,6229,9122,7020,8901,1,0,6422,,,,,,,,
+4230,ED50,6230,European Datum 1950,6230,9122,7022,8901,1,0,6422,,,,,,,,
+4231,ED87,6231,European Datum 1987,6231,9122,7022,8901,1,0,6422,,,,,,,,
+4232,Fahud,6232,Fahud,6232,9122,7012,8901,1,0,6422,,,,,,,,
+4233,Gandajika 1970,6233,Gandajika 1970,6233,9122,7022,8901,1,1,6422,9603,-133,-321,50,,,,
+4234,Garoua,6234,Garoua,6234,9108,7011,8901,1,1,6402,,,,,,,,
+4235,Guyane Francaise,6235,Guyane Francaise,6235,9108,7022,8901,1,1,6402,,,,,,,,
+4236,Hu Tzu Shan,6236,Hu Tzu Shan,6236,9122,7022,8901,1,0,6422,9603,-637,-549,-203,,,,
+4237,HD72,6237,Hungarian Datum 1972,6237,9122,7036,8901,1,0,6422,,,,,,,,
+4238,ID74,6238,Indonesian Datum 1974,6238,9122,7021,8901,1,0,6422,,,,,,,,
+4239,Indian 1954,6239,Indian 1954,6239,9122,7015,8901,1,0,6422,9603,217,823,299,,,,
+4240,Indian 1975,6240,Indian 1975,6240,9122,7015,8901,1,0,6422,,,,,,,,
+4241,Jamaica 1875,6241,Jamaica 1875,6241,9122,7034,8901,1,0,6422,,,,,,,,
+4242,JAD69,6242,Jamaica 1969,6242,9122,7008,8901,1,0,6422,,,,,,,,
+4243,Kalianpur 1880,6243,Kalianpur 1880,6243,9122,7042,8901,1,0,6422,,,,,,,,
+4244,Kandawala,6244,Kandawala,6244,9122,7015,8901,1,0,6422,9603,-97,787,86,,,,
+4245,Kertau 1968,6245,Kertau 1968,6245,9122,7018,8901,1,0,6422,9603,-11,851,5,,,,
+4246,KOC,6246,Kuwait Oil Company,6246,9122,7012,8901,1,0,6422,9603,-294.7,-200.1,525.5,,,,
+4247,La Canoa,6247,La Canoa,6247,9122,7022,8901,1,0,6422,9603,-273.5,110.6,-357.9,,,,
+4248,PSAD56,6248,Provisional South American Datum 1956,6248,9122,7022,8901,1,0,6422,,,,,,,,
+4249,Lake,6249,Lake,6249,9122,7022,8901,1,0,6422,,,,,,,,
+4250,Leigon,6250,Leigon,6250,9122,7012,8901,1,0,6422,9603,-130,29,364,,,,
+4251,Liberia 1964,6251,Liberia 1964,6251,9122,7012,8901,1,0,6422,9603,-90,40,88,,,,
+4252,Lome,6252,Lome,6252,9122,7011,8901,1,0,6422,,,,,,,,
+4253,Luzon 1911,6253,Luzon 1911,6253,9122,7008,8901,1,0,6422,,,,,,,,
+4254,Hito XVIII 1963,6254,Hito XVIII 1963,6254,9122,7022,8901,1,0,6422,,,,,,,,
+4255,Herat North,6255,Herat North,6255,9122,7022,8901,1,0,6422,9603,-333,-222,114,,,,
+4256,Mahe 1971,6256,Mahe 1971,6256,9122,7012,8901,1,0,6422,9603,41,-220,-134,,,,
+4257,Makassar,6257,Makassar,6257,9122,7004,8901,1,0,6422,9603,-587.8,519.75,145.76,,,,
+4258,ETRS89,6258,European Terrestrial Reference System 1989,6258,9122,7019,8901,1,0,6422,,,,,,,,
+4259,Malongo 1987,6259,Malongo 1987,6259,9122,7022,8901,1,0,6422,,,,,,,,
+4260,Manoca,6260,Manoca,6260,9108,7012,8901,1,1,6402,9603,-70.9,-151.8,-41.4,,,,
+4261,Merchich,6261,Merchich,6261,9122,7011,8901,1,0,6422,9603,31,146,47,,,,
+4262,Massawa,6262,Massawa,6262,9122,7004,8901,1,0,6422,9603,639,405,60,,,,
+4263,Minna,6263,Minna,6263,9122,7012,8901,1,0,6422,,,,,,,,
+4264,Mhast,6264,Mhast,6264,9122,7022,8901,1,1,6422,9603,-252.95,-4.11,-96.38,,,,
+4265,Monte Mario,6265,Monte Mario,6265,9122,7022,8901,1,0,6422,,,,,,,,
+4266,"M'poraloko",6266,"M'poraloko",6266,9122,7011,8901,1,0,6422,,,,,,,,
+4267,NAD27,6267,North American Datum 1927,6267,9122,7008,8901,1,0,6422,,,,,,,,
+4268,NAD27 Michigan,6268,NAD Michigan,6268,9122,7009,8901,1,0,6422,,,,,,,,
+4269,NAD83,6269,North American Datum 1983,6269,9122,7019,8901,1,0,6422,,,,,,,,
+4270,Nahrwan 1967,6270,Nahrwan 1967,6270,9122,7012,8901,1,0,6422,,,,,,,,
+4271,Naparima 1972,6271,Naparima 1972,6271,9122,7022,8901,1,0,6422,,,,,,,,
+4272,NZGD49,6272,New Zealand Geodetic Datum 1949,6272,9122,7022,8901,1,0,6422,,,,,,,,
+4273,NGO 1948,6273,NGO 1948,6273,9122,7005,8901,1,0,6422,9606,278.3,93,474.5,7.889,0.05,-6.61,6.21
+4274,Datum 73,6274,Datum 73,6274,9122,7022,8901,1,0,6422,,,,,,,,
+4275,NTF,6275,Nouvelle Triangulation Francaise,6275,9122,7011,8901,1,0,6422,9603,-168,-60,320,,,,
+4276,NSWC 9Z-2,6276,NSWC 9Z-2,6276,9122,7025,8901,1,0,6422,,,,,,,,
+4277,OSGB 1936,6277,OSGB 1936,6277,9122,7001,8901,1,0,6422,,,,,,,,
+4278,OSGB70,6278,"OSGB 1970 (SN)",6278,9122,7001,8901,1,0,6422,,,,,,,,
+4279,"OS(SN)80",6279,"OS (SN) 1980",6279,9122,7001,8901,1,0,6422,,,,,,,,
+4280,Padang,6280,Padang 1884,6280,9122,7004,8901,1,0,6422,,,,,,,,
+4281,Palestine 1923,6281,Palestine 1923,6281,9122,7010,8901,1,0,6422,9606,-275.7224,94.7824,340.8944,-8.001,-4.42,-11.821,1
+4282,Pointe Noire,6282,Congo 1960 Pointe Noire,6282,9122,7011,8901,1,0,6422,,,,,,,,
+4283,GDA94,6283,Geocentric Datum of Australia 1994,6283,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4284,Pulkovo 1942,6284,Pulkovo 1942,6284,9122,7024,8901,1,0,6422,,,,,,,,
+4285,Qatar 1974,6285,Qatar 1974,6285,9122,7022,8901,1,0,6422,,,,,,,,
+4286,Qatar 1948,6286,Qatar 1948,6286,9122,7020,8901,1,0,6422,,,,,,,,
+4287,Qornoq,6287,Qornoq,6287,9108,7022,8901,1,1,6402,9603,164,138,-189,,,,
+4288,Loma Quintana,6288,Loma Quintana,6288,9122,7022,8901,1,0,6422,,,,,,,,
+4289,Amersfoort,6289,Amersfoort,6289,9122,7004,8901,1,0,6422,,,,,,,,
+4291,SAD69,6291,South American Datum 1969,6291,9108,7036,8901,1,1,6402,,,,,,,,
+4292,Sapper Hill 1943,6292,Sapper Hill 1943,6292,9122,7022,8901,1,0,6422,9603,-355,21,72,,,,
+4293,Schwarzeck,6293,Schwarzeck,6293,9122,7046,8901,1,0,6422,,,,,,,,
+4294,Segora,6294,Segora,6294,9108,7004,8901,1,1,6402,,,,,,,,
+4295,Serindung,6295,Serindung,6295,9122,7004,8901,1,0,6422,,,,,,,,
+4296,Sudan,6296,Sudan,6296,9108,7011,8901,1,1,6402,,,,,,,,
+4297,Tananarive,6297,Tananarive 1925,6297,9122,7022,8901,1,0,6422,9603,-189,-242,-91,,,,
+4298,Timbalai 1948,6298,Timbalai 1948,6298,9122,7016,8901,1,0,6422,,,,,,,,
+4299,TM65,6299,TM65,6299,9122,7002,8901,1,0,6422,,,,,,,,
+4300,TM75,6300,Geodetic Datum of 1965,6300,9122,7002,8901,1,0,6422,,,,,,,,
+4301,Tokyo,6301,Tokyo,6301,9122,7004,8901,1,0,6422,,,,,,,,
+4302,Trinidad 1903,6302,Trinidad 1903,6302,9122,7007,8901,1,0,6422,,,,,,,,
+4303,"TC(1948)",6303,Trucial Coast 1948,6303,9122,7020,8901,1,0,6422,,,,,,,,
+4304,Voirol 1875,6304,Voirol 1875,6304,9122,7011,8901,1,0,6422,9603,-73,-247,227,,,,
+4306,Bern 1938,6306,Bern 1938,6306,9122,7004,8901,1,0,6422,,,,,,,,
+4307,Nord Sahara 1959,6307,Nord Sahara 1959,6307,9122,7012,8901,1,0,6422,,,,,,,,
+4308,RT38,6308,Stockholm 1938,6308,9122,7004,8901,1,0,6422,,,,,,,,
+4309,Yacare,6309,Yacare,6309,9122,7022,8901,1,0,6422,9603,-155,171,37,,,,
+4310,Yoff,6310,Yoff,6310,9122,7011,8901,1,0,6422,,,,,,,,
+4311,Zanderij,6311,Zanderij,6311,9122,7022,8901,1,0,6422,9603,-265,120,-358,,,,
+4312,MGI,6312,Militar-Geographische Institut,6312,9122,7004,8901,1,0,6422,,,,,,,,
+4313,Belge 1972,6313,Reseau National Belge 1972,6313,9122,7022,8901,1,0,6422,,,,,,,,
+4314,DHDN,6314,Deutsches Hauptdreiecksnetz,6314,9122,7004,8901,1,0,6422,,,,,,,,
+4315,Conakry 1905,6315,Conakry 1905,6315,9122,7011,8901,1,0,6422,9603,-23,259,-9,,,,
+4316,Dealul Piscului 1933,6316,Dealul Piscului 1933,6316,9122,7022,8901,1,0,6422,,,,,,,,
+4317,Dealul Piscului 1970,6317,Dealul Piscului 1970,6317,9122,7024,8901,1,0,6422,,,,,,,,
+4318,NGN,6318,National Geodetic Network,6318,9122,7030,8901,1,0,6422,9603,-3.2,-5.7,2.8,,,,
+4319,KUDAMS,6319,Kuwait Utility,6319,9122,7019,8901,1,0,6422,,,,,,,,
+4322,WGS 72,6322,World Geodetic System 1972,6322,9122,7043,8901,1,0,6422,,,,,,,,
+4324,WGS 72BE,6324,WGS 72 Transit Broadcast Ephemeris,6324,9122,7043,8901,1,0,6422,9606,0,0,1.9,0,0,0.814,-0.38
+4326,WGS 84,6326,World Geodetic System 1984,6326,9122,7030,8901,1,0,6422,,,,,,,,
+4600,Anguilla 1957,6600,Anguilla 1957,6600,9122,7012,8901,1,0,6422,,,,,,,,
+4601,Antigua 1943,6601,Antigua 1943,6601,9122,7012,8901,1,0,6422,,,,,,,,
+4602,Dominica 1945,6602,Dominica 1945,6602,9122,7012,8901,1,0,6422,9603,725,685,536,,,,
+4603,Grenada 1953,6603,Grenada 1953,6603,9122,7012,8901,1,0,6422,9603,72,213.7,93,,,,
+4604,Montserrat 1958,6604,Montserrat 1958,6604,9122,7012,8901,1,0,6422,9603,174,359,365,,,,
+4605,St. Kitts 1955,6605,St. Kitts 1955,6605,9122,7012,8901,1,0,6422,,,,,,,,
+4606,St. Lucia 1955,6606,St. Lucia 1955,6606,9122,7012,8901,1,0,6422,9603,-149,128,296,,,,
+4607,St. Vincent 1945,6607,St. Vincent 1945,6607,9122,7012,8901,1,0,6422,9603,195.671,332.517,274.607,,,,
+4608,"NAD27(76)",6608,"North American Datum 1927 (1976)",6608,9122,7008,8901,1,0,6422,,,,,,,,
+4609,"NAD27(CGQ77)",6609,"North American Datum 1927 (CGQ77)",6609,9122,7008,8901,1,0,6422,,,,,,,,
+4610,Xian 1980,6610,Xian 1980,6610,9122,7049,8901,1,0,6422,,,,,,,,
+4611,Hong Kong 1980,6611,Hong Kong 1980,6611,9122,7022,8901,1,0,6422,9606,-162.619,-276.959,-161.764,0.067753,-2.243649,-1.158827,-1.094246
+4612,JGD2000,6612,Japanese Geodetic Datum 2000,6612,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4613,Segara,6613,Gunung Segara,6613,9122,7004,8901,1,0,6422,,,,,,,,
+4614,QND95,6614,Qatar National Datum 1995,6614,9122,7022,8901,1,0,6422,9606,-119.4248,-303.65872,-11.00061,1.164298,0.174458,1.096259,3.657065
+4615,Porto Santo,6615,Porto Santo 1936,6615,9122,7022,8901,1,0,6422,9603,-499,-249,314,,,,
+4616,Selvagem Grande,6616,Selvagem Grande,6616,9122,7022,8901,1,0,6422,,,,,,,,
+4617,"NAD83(CSRS)",6140,NAD83 Canadian Spatial Reference System,6140,9122,7019,8901,1,0,6422,,,,,,,,
+4618,SAD69,6618,South American Datum 1969,6618,9122,7050,8901,1,0,6422,,,,,,,,
+4619,SWEREF99,6619,SWEREF99,6619,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4620,Point 58,6620,Point 58,6620,9122,7012,8901,1,0,6422,9603,-106,-129,165,,,,
+4621,Fort Marigot,6621,Fort Marigot,6621,9122,7022,8901,1,0,6422,9603,137,248,-430,,,,
+4622,Guadeloupe 1948,6622,Guadeloupe 1948,6622,9122,7022,8901,1,0,6422,,,,,,,,
+4623,CSG67,6623,Centre Spatial Guyanais 1967,6623,9122,7022,8901,1,0,6422,9603,-186,230,110,,,,
+4624,RGFG95,6624,Reseau Geodesique Francais Guyane 1995,6624,9122,7019,8901,1,0,6422,9603,2,2,-2,,,,
+4625,Martinique 1938,6625,Martinique 1938,6625,9122,7022,8901,1,0,6422,,,,,,,,
+4626,Reunion 1947,6626,Reunion 1947,6626,9122,7022,8901,1,0,6422,,,,,,,,
+4627,RGR92,6627,Reseau Geodesique de la Reunion 1992,6627,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4628,Tahiti 52,6628,Tahiti 52,6628,9122,7022,8901,1,0,6422,9603,162,117,154,,,,
+4629,Tahaa 54,6629,Tahaa 54,6629,9122,7022,8901,1,0,6422,,,,,,,,
+4630,IGN72 Nuku Hiva,6630,IGN72 Nuku Hiva,6630,9122,7022,8901,1,0,6422,,,,,,,,
+4631,K0 1949,6631,K0 1949,6631,9122,7022,8901,1,1,6422,9603,145,-187,103,,,,
+4632,Combani 1950,6632,Combani 1950,6632,9122,7022,8901,1,0,6422,9603,-382,-59,-262,,,,
+4633,IGN56 Lifou,6633,IGN56 Lifou,6633,9122,7022,8901,1,0,6422,,,,,,,,
+4634,IGN72 Grand Terre,6634,IGN72 Grande Terre,6634,9108,7022,8901,1,1,6402,,,,,,,,
+4635,ST87 Ouvea,6635,ST87 Ouvea,6635,9122,7022,8901,1,1,6422,9606,-122.383,-188.696,103.344,3.5107,-4.9668,-5.7047,4.4798
+4636,Petrels 1972,6636,Petrels 1972,6636,9122,7022,8901,1,0,6422,9603,365,194,166,,,,
+4637,Perroud 1950,6637,Pointe Geologie Perroud 1950,6637,9122,7022,8901,1,0,6422,9603,325,154,172,,,,
+4638,Saint Pierre et Miquelon 1950,6638,Saint Pierre et Miquelon 1950,6638,9122,7008,8901,1,0,6422,9603,30,430,368,,,,
+4639,MOP78,6639,MOP78,6639,9122,7022,8901,1,0,6422,,,,,,,,
+4640,RRAF 1991,6640,Reseau de Reference des Antilles Francaises 1991,6640,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
+4641,IGN53 Mare,6641,IGN53 Mare,6641,9122,7022,8901,1,0,6422,,,,,,,,
+4642,ST84 Ile des Pins,6642,ST84 Ile des Pins,6642,9122,7022,8901,1,0,6422,,,,,,,,
+4643,ST71 Belep,6643,ST71 Belep,6643,9122,7022,8901,1,0,6422,9606,-480.26,-438.32,-643.429,16.3119,20.1721,-4.0349,-111.7002
+4644,NEA74 Noumea,6644,NEA74 Noumea,6644,9122,7022,8901,1,0,6422,,,,,,,,
+4645,RGNC 1991,6645,Reseau Geodesique Nouvelle Caledonie 1991,6645,9122,7022,8901,1,1,6422,9603,0,0,0,,,,
+4646,Grand Comoros,6646,Grand Comoros,6646,9122,7022,8901,1,0,6422,,,,,,,,
+4657,Reykjavik 1900,6657,Reykjavik 1900,6657,9122,7051,8901,1,0,6422,9603,-28,199,5,,,,
+4658,Hjorsey 1955,6658,Hjorsey 1955,6658,9122,7022,8901,1,0,6422,9603,-73,46,-86,,,,
+4659,ISN93,6659,Islands Network 1993,6659,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4660,Helle 1954,6660,Helle 1954,6660,9122,7022,8901,1,0,6422,9606,982.6087,552.753,-540.873,32.39344,-153.25684,-96.2266,16.805
+4661,LKS92,6661,Latvia 1992,6661,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4662,IGN72 Grande Terre,6634,IGN72 Grande Terre,6634,9122,7022,8901,1,0,6422,,,,,,,,
+4663,Porto Santo 1995,6663,Porto Santo 1995,6663,9122,7022,8901,1,0,6422,,,,,,,,
+4664,Azores Oriental 1995,6664,Azores Oriental Islands 1995,6664,9122,7022,8901,1,0,6422,,,,,,,,
+4665,Azores Central 1995,6665,Azores Central Islands 1995,6665,9122,7022,8901,1,0,6422,,,,,,,,
+4666,Lisbon 1890,6666,Lisbon 1890,6666,9122,7004,8901,1,0,6422,,,,,,,,
+4667,IKBD-92,6667,Iraq-Kuwait Boundary Datum 1992,6667,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
+4668,ED79,6668,European Datum 1979,6668,9122,7022,8901,1,0,6422,9603,-86,-98,-119,,,,
+4669,LKS94,6126,"Lithuania 1994 (ETRS89)",6126,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4670,IGM95,6670,Istituto Geografico Militaire 1995,6670,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
+4671,Voirol 1879,6671,Voirol 1879,6671,9122,7011,8901,1,0,6422,,,,,,,,
+4672,Chatham Islands 1971,6672,Chatham Islands Datum 1971,6672,9122,7022,8901,1,0,6422,9603,175,-38,113,,,,
+4673,Chatham Islands 1979,6673,Chatham Islands Datum 1979,6673,9122,7022,8901,1,0,6422,9607,174.05,-25.49,112.57,0,0,-0.554,0.2263
+4674,SIRGAS 2000,6674,Sistema de Referencia Geocentrico para America del Sur 2000,6674,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4675,Guam 1963,6675,Guam 1963,6675,9122,7008,8901,1,0,6422,9603,-100,-248,259,,,,
+4676,Vientiane 1982,6676,Vientiane 1982,6676,9122,7024,8901,1,0,6422,,,,,,,,
+4677,Lao 1993,6677,Lao 1993,6677,9122,7024,8901,1,0,6422,,,,,,,,
+4678,Lao 1997,6678,Lao National Datum 1997,6678,9122,7024,8901,1,0,6422,9603,44.585,-131.212,-39.544,,,,
+4679,Jouik 1961,6679,Jouik 1961,6679,9122,7012,8901,1,0,6422,9603,-80.01,253.26,291.19,,,,
+4680,Nouakchott 1965,6680,Nouakchott 1965,6680,9122,7012,8901,1,0,6422,9603,124.5,-63.5,-281,,,,
+4681,Mauritania 1999,6681,Mauritania 1999,6681,9122,7012,8901,1,1,6422,,,,,,,,
+4682,Gulshan 303,6682,Gulshan 303,6682,9122,7015,8901,1,0,6422,,,,,,,,
+4683,PRS92,6683,Philippine Reference System 1992,6683,9122,7008,8901,1,0,6422,9607,-127.62,-67.24,-47.04,3.068,-4.903,-1.578,-1.06
+4684,Gan 1970,6684,Gan 1970,6684,9122,7022,8901,1,0,6422,9603,-133,-321,50,,,,
+4685,Gandajika,6685,Gandajika,6685,9122,7022,8901,1,1,6422,,,,,,,,
+4686,MAGNA-SIRGAS,6686,Marco Geocentrico Nacional de Referencia,6686,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4687,RGPF,6687,Reseau Geodesique de la Polynesie Francaise,6687,9122,7019,8901,1,0,6422,,,,,,,,
+4688,Fatu Iva 72,6688,Fatu Iva 72,6688,9122,7022,8901,1,0,6422,9607,347.103,1078.125,2623.922,33.8875,-70.6773,9.3943,186.074
+4689,IGN63 Hiva Oa,6689,IGN63 Hiva Oa,6689,9122,7022,8901,1,0,6422,,,,,,,,
+4690,Tahiti 79,6690,Tahiti 79,6690,9122,7022,8901,1,0,6422,,,,,,,,
+4691,Moorea 87,6691,Moorea 87,6691,9122,7022,8901,1,0,6422,9607,215.525,149.593,176.229,3.2624,1.692,1.1571,10.4773
+4692,Maupiti 83,6692,Maupiti 83,6692,9122,7022,8901,1,0,6422,9603,217.037,86.959,23.956,,,,
+4693,Nakhl-e Ghanem,6693,Nakhl-e Ghanem,6693,9122,7030,8901,1,0,6422,9603,0,-0.15,0.68,,,,
+4694,POSGAR 94,6694,Posiciones Geodesicas Argentinas 1994,6694,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
+4695,Katanga 1955,6695,Katanga 1955,6695,9122,7008,8901,1,0,6422,,,,,,,,
+4696,Kasai 1953,6696,Kasai 1953,6696,9122,7012,8901,1,0,6422,,,,,,,,
+4697,IGC 1962 6th Parallel South,6697,IGC 1962 Arc of the 6th Parallel South,6697,9122,7012,8901,1,0,6422,,,,,,,,
+4698,IGN 1962 Kerguelen,6698,IGN 1962 Kerguelen,6698,9122,7022,8901,1,0,6422,9603,145,-187,103,,,,
+4699,Le Pouce 1934,6699,Le Pouce 1934,6699,9122,7012,8901,1,0,6422,9603,-770.1,158.4,-498.2,,,,
+4700,IGN Astro 1960,6700,IGN Astro 1960,6700,9122,7012,8901,1,0,6422,,,,,,,,
+4701,IGCB 1955,6701,Institut Geographique du Congo Belge 1955,6701,9122,7012,8901,1,0,6422,9603,-79.9,-158,-168.9,,,,
+4702,Mauritania 1999,6702,Mauritania 1999,6702,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4703,Mhast 1951,6703,Missao Hidrografico Angola y Sao Tome 1951,6703,9122,7012,8901,1,0,6422,,,,,,,,
+4704,"Mhast (onshore)",6704,"Mhast (onshore)",6704,9122,7022,8901,1,0,6422,,,,,,,,
+4705,"Mhast (offshore)",6705,"Mhast (offshore)",6705,9122,7022,8901,1,0,6422,,,,,,,,
+4706,Egypt Gulf of Suez S-650 TL,6706,Egypt Gulf of Suez S-650 TL,6706,9122,7020,8901,1,0,6422,9603,-146.21,112.63,4.05,,,,
+4707,Tern Island 1961,6707,Tern Island 1961,6707,9122,7022,8901,1,0,6422,9603,114,-116,-333,,,,
+4708,Cocos Islands 1965,6708,Cocos Islands 1965,6708,9122,7003,8901,1,0,6422,9603,-491,-22,435,,,,
+4709,Iwo Jima 1945,6709,Iwo Jima 1945,6709,9122,7022,8901,1,0,6422,9603,145,75,-272,,,,
+4710,St. Helena 1971,6710,St. Helena 1971,6710,9122,7022,8901,1,0,6422,9603,-320,550,-494,,,,
+4711,Marcus Island 1952,6711,Marcus Island 1952,6711,9122,7022,8901,1,0,6422,9603,124,-234,-25,,,,
+4712,Ascension Island 1958,6712,Ascension Island 1958,6712,9122,7022,8901,1,0,6422,9603,-205,107,53,,,,
+4713,Ayabelle Lighthouse,6713,Ayabelle Lighthouse,6713,9122,7012,8901,1,0,6422,9603,-79,-129,145,,,,
+4714,Bellevue,6714,Bellevue,6714,9122,7022,8901,1,0,6422,9603,-127,-769,472,,,,
+4715,Camp Area Astro,6715,Camp Area Astro,6715,9122,7022,8901,1,0,6422,9603,-104,-129,239,,,,
+4716,Phoenix Islands 1966,6716,Phoenix Islands 1966,6716,9122,7022,8901,1,0,6422,9603,298,-304,-375,,,,
+4717,Cape Canaveral,6717,Cape Canaveral,6717,9122,7008,8901,1,0,6422,9603,-2,151,181,,,,
+4718,Solomon 1968,6718,Solomon 1968,6718,9122,7022,8901,1,0,6422,,,,,,,,
+4719,Easter Island 1967,6719,Easter Island 1967,6719,9122,7022,8901,1,0,6422,9603,211,147,111,,,,
+4720,Fiji 1986,6720,Fiji Geodetic Datum 1986,6720,9122,7043,8901,1,0,6422,,,,,,,,
+4721,Fiji 1956,6721,Fiji 1956,6721,9122,7022,8901,1,0,6422,9603,265.025,384.929,-194.046,,,,
+4722,South Georgia 1968,6722,South Georgia 1968,6722,9122,7022,8901,1,0,6422,9603,-794,119,-298,,,,
+4723,Grand Cayman 1959,6723,Grand Cayman 1959,6723,9122,7008,8901,1,0,6422,9603,67.8,106.1,138.8,,,,
+4724,Diego Garcia 1969,6724,Diego Garcia 1969,6724,9122,7022,8901,1,0,6422,9603,208,-435,-229,,,,
+4725,Johnston Island 1961,6725,Johnston Island 1961,6725,9122,7022,8901,1,0,6422,9603,189,-79,-202,,,,
+4726,Little Cayman 1961,6726,Little Cayman 1961,6726,9122,7008,8901,1,0,6422,,,,,,,,
+4727,Midway 1961,6727,Midway 1961,6727,9122,7022,8901,1,0,6422,,,,,,,,
+4728,Pico de la Nieves,6728,Pico de la Nieves,6728,9122,7022,8901,1,0,6422,9603,-307,-92,127,,,,
+4729,Pitcairn 1967,6729,Pitcairn 1967,6729,9122,7022,8901,1,0,6422,9603,185,165,42,,,,
+4730,Santo 1965,6730,Santo 1965,6730,9122,7022,8901,1,0,6422,9603,170,42,84,,,,
+4731,Viti Levu 1916,6731,Viti Levu 1916,6731,9122,7012,8901,1,1,6422,9603,51,391,-36,,,,
+4732,Marshall Islands 1960,6732,Marshall Islands 1960,6732,9122,7053,8901,1,0,6422,9603,102,52,-38,,,,
+4733,Wake Island 1952,6733,Wake Island 1952,6733,9122,7022,8901,1,0,6422,9603,276,-57,149,,,,
+4734,Tristan 1968,6734,Tristan 1968,6734,9122,7022,8901,1,0,6422,9603,-632,438,-609,,,,
+4735,Kusaie 1951,6735,Kusaie 1951,6735,9122,7022,8901,1,0,6422,9603,647,1777,-1124,,,,
+4736,Deception Island,6736,Deception Island,6736,9122,7012,8901,1,0,6422,9603,260,12,-147,,,,
+4737,Korea 2000,6737,Geocentric datum of Korea,6737,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4738,Hong Kong 1963,6738,Hong Kong 1963,6738,9122,7007,8901,1,0,6422,,,,,,,,
+4739,"Hong Kong 1963(67)",6739,"Hong Kong 1963(67)",6739,9122,7022,8901,1,0,6422,9603,-156,-271,-189,,,,
+4740,PZ-90,6740,Parametrop Zemp 1990,6740,9122,7054,8901,1,0,6422,9607,0,0,1.5,0,0,-0.076,0
+4741,FD54,6741,Faroe Datum 1954,6741,9122,7022,8901,1,0,6422,,,,,,,,
+4742,GDM2000,6742,Geodetic Datum of Malaysia 2000,6742,9122,7019,8901,1,0,6422,,,,,,,,
+4743,"Karbala 1979 (Polservice)",6743,"Karbala 1979 (Polservice)",6743,9122,7012,8901,1,0,6422,9603,84.1,-320.1,218.7,,,,
+4744,Nahrwan 1934,6744,Nahrwan 1934,6744,9122,7012,8901,1,0,6422,,,,,,,,
+4745,"RD/83",6745,"Rauenberg Datum/83",6745,9122,7004,8901,1,0,6422,,,,,,,,
+4746,"PD/83",6746,"Potsdam Datum/83",6746,9122,7004,8901,1,0,6422,,,,,,,,
+4747,GR96,6747,Greenland 1996,6747,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4748,Vanua Levu 1915,6748,Vanua Levu 1915,6748,9122,7055,8901,1,0,6422,9603,51,391,-36,,,,
+4749,RGNC91-93,6749,Reseau Geodesique de Nouvelle Caledonie 91-93,6749,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4750,ST87 Ouvea,6750,ST87 Ouvea,6750,9122,7030,8901,1,0,6422,9603,-56.263,16.136,-22.856,,,,
+4751,"Kertau (RSO)",6751,"Kertau (RSO)",6751,9122,7056,8901,1,0,6422,,,,,,,,
+4752,Viti Levu 1912,6752,Viti Levu 1912,6752,9122,7055,8901,1,0,6422,9603,51,391,-36,,,,
+4753,fk89,6753,fk89,6753,9122,7022,8901,1,0,6422,,,,,,,,
+4754,LGD2006,6754,Libyan Geodetic Datum 2006,6754,9122,7022,8901,1,0,6422,9603,-208.4058,-109.8777,-2.5764,,,,
+4755,DGN95,6755,Datum Geodesi Nasional 1995,6755,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
+4756,VN-2000,6756,Vietnam 2000,6756,9122,7030,8901,1,0,6422,,,,,,,,
+4757,SVY21,6757,SVY21,6757,9122,7030,8901,1,0,6422,,,,,,,,
+4758,JAD2001,6758,Jamaica 2001,6758,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
+4759,"NAD83(NSRS2007)",6759,"NAD83 (National Spatial Reference System 2007)",6759,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4760,WGS 66,6760,World Geodetic System 1966,6760,9122,7025,8901,1,0,6422,,,,,,,,
+4761,HTRS96,6761,Croatian Terrestrial Reference System,6761,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4762,BDA2000,6762,Bermuda 2000,6762,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
+4763,Pitcairn 2006,6763,Pitcairn 2006,6763,9122,7030,8901,1,0,6422,9603,0,0,0,,,,
+4764,RSRGD2000,6764,Ross Sea Region Geodetic Datum 2000,6764,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4765,Slovenia 1996,6765,Slovenia Geodetic Datum 1996,6765,9122,7019,8901,1,0,6422,9603,0,0,0,,,,
+4801,"Bern 1898 (Bern)",6801,"CH1903 (Bern)",6149,9122,7004,8907,1,0,6422,,,,,,,,
+4802,"Bogota 1975 (Bogota)",6802,"Bogota 1975 (Bogota)",6218,9122,7022,8904,1,0,6422,,,,,,,,
+4803,"Lisbon (Lisbon)",6803,"Lisbon 1937 (Lisbon)",6207,9122,7022,8902,1,0,6422,,,,,,,,
+4804,"Makassar (Jakarta)",6804,"Makassar (Jakarta)",6257,9122,7004,8908,1,0,6422,9603,-587.8,519.75,145.76,,,,
+4805,"MGI (Ferro)",6805,"Militar-Geographische Institut (Ferro)",6312,9122,7004,8909,1,0,6422,,,,,,,,
+4806,"Monte Mario (Rome)",6806,"Monte Mario (Rome)",6265,9122,7022,8906,1,0,6422,,,,,,,,
+4807,"NTF (Paris)",6807,"Nouvelle Triangulation Francaise (Paris)",6275,9105,7011,8903,1,0,6403,9603,-168,-60,320,,,,
+4808,"Padang (Jakarta)",6808,"Padang 1884 (Jakarta)",6280,9122,7004,8908,1,0,6422,,,,,,,,
+4809,"Belge 1950 (Brussels)",6809,"Reseau National Belge 1950 (Brussels)",6215,9122,7022,8910,1,0,6422,,,,,,,,
+4810,"Tananarive (Paris)",6810,"Tananarive 1925 (Paris)",6297,9105,7022,8903,1,0,6403,9603,-189,-242,-91,,,,
+4811,"Voirol 1875 (Paris)",6811,"Voirol 1875 (Paris)",6304,9105,7011,8903,1,0,6403,9603,-73,-247,227,,,,
+4813,"Batavia (Jakarta)",6813,"Batavia (Jakarta)",6211,9122,7004,8908,1,0,6422,,,,,,,,
+4814,"RT38 (Stockholm)",6814,"Stockholm 1938 (Stockholm)",6308,9122,7004,8911,1,0,6422,,,,,,,,
+4815,"Greek (Athens)",6815,"Greek (Athens)",6120,9122,7004,8912,1,0,6422,,,,,,,,
+4816,"Carthage (Paris)",6816,"Carthage (Paris)",6223,9105,7011,8903,1,0,6403,,,,,,,,
+4817,"NGO 1948 (Oslo)",6817,"NGO 1948 (Oslo)",6273,9122,7005,8913,1,0,6422,9606,278.3,93,474.5,7.889,0.05,-6.61,6.21
+4818,"S-JTSK (Ferro)",6818,"S-JTSK (Ferro)",6156,9122,7004,8909,1,0,6422,,,,,,,,
+4819,"Nord Sahara 1959 (Paris)",6819,"Nord Sahara 1959 (Paris)",6307,9105,7012,8903,1,1,6403,,,,,,,,
+4820,"Segara (Jakarta)",6820,"Gunung Segara (Jakarta)",6613,9122,7004,8908,1,0,6422,,,,,,,,
+4821,"Voirol 1879 (Paris)",6821,"Voirol 1879 (Paris)",6821,9105,7011,8903,1,0,6403,,,,,,,,
+4901,"ATF (Paris)",6901,"Ancienne Triangulation Francaise (Paris)",6901,9105,7027,8914,1,0,6403,,,,,,,,
+4902,"NDG (Paris)",6902,"Nord de Guerre (Paris)",6902,9105,7027,8903,1,1,6403,,,,,,,,
+4903,"Madrid 1870 (Madrid)",6903,"Madrid 1870 (Madrid)",6903,9122,7028,8905,1,0,6422,,,,,,,,
+4904,"Lisbon 1890 (Lisbon)",6904,"Lisbon 1890 (Lisbon)",6666,9122,7004,8902,1,0,6422,,,,,,,,
Added: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/load_pg.sh
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/load_pg.sh (rev 0)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/load_pg.sh 2009-03-25 15:49:56 UTC (rev 2067)
@@ -0,0 +1,7 @@
+#!/bin/sh
+
+dropdb epsg
+createdb epsg
+
+psql epsg -f EPSG*_Tables_PostgreSQL.sql
+psql epsg -f EPSG*_Data_PostgreSQL.sql
\ No newline at end of file
Property changes on: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/load_pg.sh
___________________________________________________________________
Name: svn:executable
+ *
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/pcs.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/pcs.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/pcs.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,3164 +1,3274 @@
-"COORD_REF_SYS_CODE","COORD_REF_SYS_NAME","UOM_CODE","SOURCE_GEOGCRS_CODE","COORD_OP_CODE","COORD_OP_METHOD_CODE","SHOW_CRS","DEPRECATED","PARAMETER_CODE_1","PARAMETER_VALUE_1","PARAMETER_UOM_1","PARAMETER_CODE_2","PARAMETER_VALUE_2","PARAMETER_UOM_2","PARAMETER_CODE_3","PARAMETER_VALUE_3","PARAMETER_UOM_3","PARAMETER_CODE_4","PARAMETER_VALUE_4","PARAMETER_UOM_4","PARAMETER_CODE_5","PARAMETER_VALUE_5","PARAMETER_UOM_5","PARAMETER_CODE_6","PARAMETER_VALUE_6","PARAMETER_UOM_6","PARAMETER_CODE_7","PARAMETER_VALUE_7","PARAMETER_UOM_7"
-2000,"Anguilla 1957 / British West Indies Grid",9001,4600,19942,9807,1,0,8801,0,9102,8802,-62,9102,8807,0,9001,8805,0.9995,9201,8806,400000,9001,,,,,,
-2001,"Antigua 1943 / British West Indies Grid",9001,4601,19942,9807,1,0,8801,0,9102,8802,-62,9102,8807,0,9001,8805,0.9995,9201,8806,400000,9001,,,,,,
-2002,"Dominica 1945 / British West Indies Grid",9001,4602,19942,9807,1,0,8801,0,9102,8802,-62,9102,8807,0,9001,8805,0.9995,9201,8806,400000,9001,,,,,,
-2003,"Grenada 1953 / British West Indies Grid",9001,4603,19942,9807,1,0,8801,0,9102,8802,-62,9102,8807,0,9001,8805,0.9995,9201,8806,400000,9001,,,,,,
-2004,"Montserrat 1958 / British West Indies Grid",9001,4604,19942,9807,1,0,8801,0,9102,8802,-62,9102,8807,0,9001,8805,0.9995,9201,8806,400000,9001,,,,,,
-2005,"St. Kitts 1955 / British West Indies Grid",9001,4605,19942,9807,1,0,8801,0,9102,8802,-62,9102,8807,0,9001,8805,0.9995,9201,8806,400000,9001,,,,,,
-2006,"St. Lucia 1955 / British West Indies Grid",9001,4606,19942,9807,1,0,8801,0,9102,8802,-62,9102,8807,0,9001,8805,0.9995,9201,8806,400000,9001,,,,,,
-2007,"St. Vincent 45 / British West Indies Grid",9001,4607,19942,9807,1,0,8801,0,9102,8802,-62,9102,8807,0,9001,8805,0.9995,9201,8806,400000,9001,,,,,,
-2008,"NAD27(CGQ77) / SCoPQ zone 2",9001,4609,17700,9807,1,0,8806,304800,9001,8805,0.9999,9201,8802,-55.3,9110,8807,0,9001,8801,0,9110,,,,,,
-2009,"NAD27(CGQ77) / SCoPQ zone 3",9001,4609,17703,9807,1,0,8807,0,9001,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-58.3,9110,,,,,,
-2010,"NAD27(CGQ77) / SCoPQ zone 4",9001,4609,17704,9807,1,0,8805,0.9999,9201,8802,-61.3,9110,8801,0,9110,8806,304800,9001,8807,0,9001,,,,,,
-2011,"NAD27(CGQ77) / SCoPQ zone 5",9001,4609,17705,9807,1,0,8802,-64.3,9110,8806,304800,9001,8807,0,9001,8801,0,9110,8805,0.9999,9201,,,,,,
-2012,"NAD27(CGQ77) / SCoPQ zone 6",9001,4609,17706,9807,1,0,8801,0,9110,8802,-67.3,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-2013,"NAD27(CGQ77) / SCoPQ zone 7",9001,4609,17707,9807,1,0,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-70.3,9110,8807,0,9001,,,,,,
-2014,"NAD27(CGQ77) / SCoPQ zone 8",9001,4609,17708,9807,1,0,8805,0.9999,9201,8802,-73.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,,,,,,
-2015,"NAD27(CGQ77) / SCoPQ zone 9",9001,4609,17709,9807,1,0,8802,-76.3,9110,8805,0.9999,9201,8807,0,9001,8806,304800,9001,8801,0,9110,,,,,,
-2016,"NAD27(CGQ77) / SCoPQ zone 10",9001,4609,17710,9807,1,0,8802,-79.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-2017,"NAD27(76) / MTM zone 8",9001,4608,17708,9807,1,0,8805,0.9999,9201,8802,-73.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,,,,,,
-2018,"NAD27(76) / MTM zone 9",9001,4608,17709,9807,1,0,8802,-76.3,9110,8805,0.9999,9201,8807,0,9001,8806,304800,9001,8801,0,9110,,,,,,
-2019,"NAD27(76) / MTM zone 10",9001,4608,17710,9807,1,0,8802,-79.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-2020,"NAD27(76) / MTM zone 11",9001,4608,17711,9807,1,0,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-82.3,9110,8807,0,9001,,,,,,
-2021,"NAD27(76) / MTM zone 12",9001,4608,17712,9807,1,0,8805,0.9999,9201,8802,-81,9102,8806,304800,9001,8807,0,9001,8801,0,9102,,,,,,
-2022,"NAD27(76) / MTM zone 13",9001,4608,17713,9807,1,0,8805,0.9999,9201,8802,-84,9102,8807,0,9001,8806,304800,9001,8801,0,9102,,,,,,
-2023,"NAD27(76) / MTM zone 14",9001,4608,17714,9807,1,0,8801,0,9102,8802,-87,9102,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-2024,"NAD27(76) / MTM zone 15",9001,4608,17715,9807,1,0,8807,0,9001,8805,0.9999,9201,8801,0,9102,8802,-90,9102,8806,304800,9001,,,,,,
-2025,"NAD27(76) / MTM zone 16",9001,4608,17716,9807,1,0,8806,304800,9001,8805,0.9999,9201,8802,-93,9102,8807,0,9001,8801,0,9102,,,,,,
-2026,"NAD27(76) / MTM zone 17",9001,4608,17717,9807,1,0,8806,304800,9001,8802,-96,9102,8801,0,9102,8805,0.9999,9201,8807,0,9001,,,,,,
-2027,"NAD27(76) / UTM zone 15N",9001,4608,16015,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-93,9102,,,,,,
-2028,"NAD27(76) / UTM zone 16N",9001,4608,16016,9807,1,0,8805,0.9996,9201,8802,-87,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2029,"NAD27(76) / UTM zone 17N",9001,4608,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-2030,"NAD27(76) / UTM zone 18N",9001,4608,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-2031,"NAD27(CGQ77) / UTM zone 17N",9001,4609,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-2032,"NAD27(CGQ77) / UTM zone 18N",9001,4609,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-2033,"NAD27(CGQ77) / UTM zone 19N",9001,4609,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-2034,"NAD27(CGQ77) / UTM zone 20N",9001,4609,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-2035,"NAD27(CGQ77) / UTM zone 21N",9001,4609,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-2036,"NAD83(CSRS98) / New Brunswick Stereo",9001,4140,19946,9809,1,1,8802,-66.3,9110,8806,2500000,9001,8801,46.3,9110,8805,0.999912,9201,8807,7500000,9001,,,,,,
-2037,"NAD83(CSRS98) / UTM zone 19N",9001,4140,16019,9807,1,1,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-2038,"NAD83(CSRS98) / UTM zone 20N",9001,4140,16020,9807,1,1,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-2039,"Israel / Israeli TM Grid",9001,4141,18204,9807,1,0,8807,626907.39,9001,8802,35.1216261,9110,8801,31.4403817,9110,8806,219529.584,9001,8805,1.0000067,9201,,,,,,
-2040,"Locodjo 1965 / UTM zone 30N",9001,4142,16030,9807,1,0,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2041,"Abidjan 1987 / UTM zone 30N",9001,4143,16030,9807,1,0,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2042,"Locodjo 1965 / UTM zone 29N",9001,4142,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-2043,"Abidjan 1987 / UTM zone 29N",9001,4143,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-2044,"Hanoi 1972 / Gauss-Kruger zone 18",9001,4147,16218,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8806,18500000,9001,8807,0,9001,,,,,,
-2045,"Hanoi 1972 / Gauss-Kruger zone 19",9001,4147,16219,9807,1,0,8806,19500000,9001,8805,1,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-2046,"Hartebeesthoek94 / Lo15",9001,4148,17515,9808,1,0,8806,0,9001,8802,15,9102,8801,0,9102,8805,1,9201,8807,0,9001,,,,,,
-2047,"Hartebeesthoek94 / Lo17",9001,4148,17517,9808,1,0,8805,1,9201,8802,17,9102,8806,0,9001,8801,0,9102,8807,0,9001,,,,,,
-2048,"Hartebeesthoek94 / Lo19",9001,4148,17519,9808,1,0,8802,19,9102,8807,0,9001,8801,0,9102,8806,0,9001,8805,1,9201,,,,,,
-2049,"Hartebeesthoek94 / Lo21",9001,4148,17521,9808,1,0,8805,1,9201,8802,21,9102,8801,0,9102,8806,0,9001,8807,0,9001,,,,,,
-2050,"Hartebeesthoek94 / Lo23",9001,4148,17523,9808,1,0,8801,0,9102,8805,1,9201,8806,0,9001,8802,23,9102,8807,0,9001,,,,,,
-2051,"Hartebeesthoek94 / Lo25",9001,4148,17525,9808,1,0,8805,1,9201,8801,0,9102,8802,25,9102,8807,0,9001,8806,0,9001,,,,,,
-2052,"Hartebeesthoek94 / Lo27",9001,4148,17527,9808,1,0,8801,0,9102,8806,0,9001,8805,1,9201,8802,27,9102,8807,0,9001,,,,,,
-2053,"Hartebeesthoek94 / Lo29",9001,4148,17529,9808,1,0,8801,0,9102,8807,0,9001,8806,0,9001,8805,1,9201,8802,29,9102,,,,,,
-2054,"Hartebeesthoek94 / Lo31",9001,4148,17531,9808,1,0,8807,0,9001,8806,0,9001,8805,1,9201,8802,31,9102,8801,0,9102,,,,,,
-2055,"Hartebeesthoek94 / Lo33",9001,4148,17533,9808,1,0,8802,33,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,0,9001,,,,,,
-2056,"CH1903+ / LV95",9001,4150,19950,9815,1,0,8812,7.26225,9110,8813,90,9110,8811,46.570866,9110,8815,1,9201,8817,1200000,9001,8814,90,9110,8816,2600000,9001
-2057,"Rassadiran / Nakhl e Taqi",9001,4153,19951,9815,1,0,8816,658377.437,9001,8815,0.999895934,9201,8817,3044969.194,9001,8813,0.34179803,9110,8811,27.31077837,9110,8812,52.3612741,9110,8814,0.34179803,9110
-2058,"ED50(ED77) / UTM zone 38N",9001,4154,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-2059,"ED50(ED77) / UTM zone 39N",9001,4154,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-2060,"ED50(ED77) / UTM zone 40N",9001,4154,16040,9807,1,0,8802,57,9102,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
-2061,"ED50(ED77) / UTM zone 41N",9001,4154,16041,9807,1,0,8805,0.9996,9201,8802,63,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2062,"Madrid 1870 (Madrid) / Spain",9001,4903,19921,9801,1,0,8806,600000,9001,8801,40,9102,8807,600000,9001,8802,0,9102,8805,0.9988085293,9201,,,,,,
-2063,"Dabola 1981 / UTM zone 28N",9001,4315,16028,9807,1,1,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-2064,"Dabola 1981 / UTM zone 29N",9001,4315,16029,9807,1,1,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-2065,"S-JTSK (Ferro) / Krovak",9001,4818,19952,9819,1,0,8819,0.9999,9201,8812,42.3,9110,8816,0,9001,8817,0,9001,8818,78.3,9110,8813,30.1717303,9110,8811,49.3,9110
-2066,"Mount Dillon / Tobago Grid",9039,4157,19924,9806,1,0,8807,180000,9039,8801,11.1507843,9110,8806,187500,9039,8802,-60.4109632,9110,,,,,,,,,
-2067,"Naparima 1955 / UTM zone 20N",9001,4158,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-2068,"ELD79 / Libya zone 5",9001,4159,18240,9807,1,0,8806,200000,9001,8807,0,9001,8805,0.9999,9201,8801,0,9102,8802,9,9102,,,,,,
-2069,"ELD79 / Libya zone 6",9001,4159,18241,9807,1,0,8802,11,9102,8807,0,9001,8805,0.9999,9201,8806,200000,9001,8801,0,9102,,,,,,
-2070,"ELD79 / Libya zone 7",9001,4159,18242,9807,1,0,8807,0,9001,8806,200000,9001,8805,0.9999,9201,8801,0,9102,8802,13,9102,,,,,,
-2071,"ELD79 / Libya zone 8",9001,4159,18243,9807,1,0,8801,0,9102,8806,200000,9001,8805,0.9999,9201,8807,0,9001,8802,15,9102,,,,,,
-2072,"ELD79 / Libya zone 9",9001,4159,18244,9807,1,0,8802,17,9102,8807,0,9001,8801,0,9102,8805,0.9999,9201,8806,200000,9001,,,,,,
-2073,"ELD79 / Libya zone 10",9001,4159,18245,9807,1,0,8801,0,9102,8806,200000,9001,8802,19,9102,8805,0.9999,9201,8807,0,9001,,,,,,
-2074,"ELD79 / Libya zone 11",9001,4159,18246,9807,1,0,8807,0,9001,8801,0,9102,8802,21,9102,8806,200000,9001,8805,0.9999,9201,,,,,,
-2075,"ELD79 / Libya zone 12",9001,4159,18247,9807,1,0,8807,0,9001,8805,0.9999,9201,8802,23,9102,8801,0,9102,8806,200000,9001,,,,,,
-2076,"ELD79 / Libya zone 13",9001,4159,18248,9807,1,0,8801,0,9102,8806,200000,9001,8802,25,9102,8807,0,9001,8805,0.9999,9201,,,,,,
-2077,"ELD79 / UTM zone 32N",9001,4159,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2078,"ELD79 / UTM zone 33N",9001,4159,16033,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-2079,"ELD79 / UTM zone 34N",9001,4159,16034,9807,1,0,8801,0,9102,8807,0,9001,8802,21,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-2080,"ELD79 / UTM zone 35N",9001,4159,16035,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-2081,"Chos Malal 1914 / Argentina zone 2",9001,4160,18032,9807,1,0,8807,0,9001,8802,-69,9102,8806,2500000,9001,8805,1,9201,8801,-90,9102,,,,,,
-2082,"Pampa del Castillo / Argentina zone 2",9001,4161,18032,9807,1,0,8807,0,9001,8802,-69,9102,8806,2500000,9001,8805,1,9201,8801,-90,9102,,,,,,
-2083,"Hito XVIII 1963 / Argentina zone 2",9001,4254,18032,9807,1,0,8807,0,9001,8802,-69,9102,8806,2500000,9001,8805,1,9201,8801,-90,9102,,,,,,
-2084,"Hito XVIII 1963 / UTM zone 19S",9001,4254,16119,9807,1,0,8805,0.9996,9201,8802,-69,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-2085,"NAD27 / Cuba Norte",9001,4267,18061,9801,1,0,8807,280296.016,9001,8801,22.21,9110,8805,0.99993602,9201,8802,-81,9110,8806,500000,9001,,,,,,
-2086,"NAD27 / Cuba Sur",9001,4267,18062,9801,1,0,8801,20.43,9110,8802,-76.5,9110,8805,0.99994848,9201,8807,229126.939,9001,8806,500000,9001,,,,,,
-2087,"ELD79 / TM 12 NE",9001,4159,16412,9807,1,0,8807,0,9001,8805,0.9996,9201,8802,12,9102,8801,0,9102,8806,500000,9001,,,,,,
-2088,"Carthage / TM 11 NE",9001,4223,16411,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,11,9102,8807,0,9001,,,,,,
-2089,"Yemen NGN96 / UTM zone 38N",9001,4163,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-2090,"Yemen NGN96 / UTM zone 39N",9001,4163,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-2091,"South Yemen / Gauss Kruger zone 8",9001,4164,16208,9807,1,1,8806,8500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,8807,0,9001,,,,,,
-2092,"South Yemen / Gauss Kruger zone 9",9001,4164,16209,9807,1,1,8801,0,9102,8807,0,9001,8802,51,9102,8806,9500000,9001,8805,1,9201,,,,,,
-2093,"Hanoi 1972 / GK 106 NE",9001,4147,16586,9807,1,0,8805,1,9201,8802,106,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2094,"WGS 72BE / TM 106 NE",9001,4324,16506,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,106,9102,8806,500000,9001,8807,0,9001,,,,,,
-2095,"Bissau / UTM zone 28N",9001,4165,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-2096,"Korean 1985 / Korea East Belt",9001,4162,18251,9807,1,0,8801,38,9102,8806,200000,9001,8802,129,9102,8805,1,9201,8807,500000,9001,,,,,,
-2097,"Korean 1985 / Korea Central Belt",9001,4162,18252,9807,1,0,8807,500000,9001,8806,200000,9001,8802,127,9102,8805,1,9201,8801,38,9102,,,,,,
-2098,"Korean 1985 / Korea West Belt",9001,4162,18253,9807,1,0,8807,500000,9001,8802,125,9102,8801,38,9102,8805,1,9201,8806,200000,9001,,,,,,
-2099,"Qatar 1948 / Qatar Grid",9001,4286,19953,9806,1,0,8807,100000,9001,8801,25.22565,9110,8806,100000,9001,8802,50.4541,9110,,,,,,,,,
-2100,"GGRS87 / Greek Grid",9001,4121,19930,9807,1,0,8801,0,9102,8806,500000,9001,8807,0,9001,8805,0.9996,9201,8802,24,9102,,,,,,
-2101,"Lake / Maracaibo Grid M1",9001,4249,18260,9801,1,0,8801,10.1,9110,8807,-52684.972,9001,8802,-71.3620224,9110,8805,1,9201,8806,0,9001,,,,,,
-2102,"Lake / Maracaibo Grid",9001,4249,18261,9801,1,0,8802,-71.3620224,9110,8801,10.1,9110,8806,200000,9001,8807,147315.028,9001,8805,1,9201,,,,,,
-2103,"Lake / Maracaibo Grid M3",9001,4249,18262,9801,1,0,8801,10.1,9110,8807,447315.028,9001,8805,1,9201,8802,-71.3620224,9110,8806,500000,9001,,,,,,
-2104,"Lake / Maracaibo La Rosa Grid",9001,4249,18263,9801,1,0,8807,-23139.97,9001,8801,10.1,9110,8802,-71.3620224,9110,8806,-17044,9001,8805,1,9201,,,,,,
-2105,"NZGD2000 / Mount Eden Circuit 2000",9001,4167,17931,9807,1,0,8807,800000,9001,8806,400000,9001,8805,0.9999,9201,8801,-36.5247,9110,8802,174.4551,9110,,,,,,
-2106,"NZGD2000 / Bay of Plenty Circuit 2000",9001,4167,17932,9807,1,0,8807,800000,9001,8805,1,9201,8802,176.2758,9110,8806,400000,9001,8801,-37.454,9110,,,,,,
-2107,"NZGD2000 / Poverty Bay Circuit 2000",9001,4167,17933,9807,1,0,8806,400000,9001,8807,800000,9001,8805,1,9201,8801,-38.3728,9110,8802,177.5308,9110,,,,,,
-2108,"NZGD2000 / Hawkes Bay Circuit 2000",9001,4167,17934,9807,1,0,8801,-39.3903,9110,8802,176.4025,9110,8807,800000,9001,8805,1,9201,8806,400000,9001,,,,,,
-2109,"NZGD2000 / Taranaki Circuit 2000",9001,4167,17935,9807,1,0,8806,400000,9001,8805,1,9201,8801,-39.0808,9110,8807,800000,9001,8802,174.134,9110,,,,,,
-2110,"NZGD2000 / Tuhirangi Circuit 2000",9001,4167,17936,9807,1,0,8802,175.3824,9110,8807,800000,9001,8806,400000,9001,8801,-39.3044,9110,8805,1,9201,,,,,,
-2111,"NZGD2000 / Wanganui Circuit 2000",9001,4167,17937,9807,1,0,8801,-40.1431,9110,8802,175.2917,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
-2112,"NZGD2000 / Wairarapa Circuit 2000",9001,4167,17938,9807,1,0,8807,800000,9001,8806,400000,9001,8802,175.385,9110,8805,1,9201,8801,-40.5531,9110,,,,,,
-2113,"NZGD2000 / Wellington Circuit 2000",9001,4167,17939,9807,1,0,8801,-41.1804,9110,8807,800000,9001,8806,400000,9001,8802,174.4635,9110,8805,1,9201,,,,,,
-2114,"NZGD2000 / Collingwood Circuit 2000",9001,4167,17940,9807,1,0,8807,800000,9001,8805,1,9201,8802,172.4019,9110,8806,400000,9001,8801,-40.4253,9110,,,,,,
-2115,"NZGD2000 / Nelson Circuit 2000",9001,4167,17941,9807,1,0,8807,800000,9001,8806,400000,9001,8802,173.1757,9110,8805,1,9201,8801,-41.1628,9110,,,,,,
-2116,"NZGD2000 / Karamea Circuit 2000",9001,4167,17942,9807,1,0,8801,-41.1723,9110,8802,172.0632,9110,8806,400000,9001,8807,800000,9001,8805,1,9201,,,,,,
-2117,"NZGD2000 / Buller Circuit 2000",9001,4167,17943,9807,1,0,8807,800000,9001,8806,400000,9001,8801,-41.4838,9110,8802,171.3452,9110,8805,1,9201,,,,,,
-2118,"NZGD2000 / Grey Circuit 2000",9001,4167,17944,9807,1,0,8806,400000,9001,8805,1,9201,8807,800000,9001,8801,-42.2001,9110,8802,171.3259,9110,,,,,,
-2119,"NZGD2000 / Amuri Circuit 2000",9001,4167,17945,9807,1,0,8802,173.0036,9110,8805,1,9201,8806,400000,9001,8801,-42.412,9110,8807,800000,9001,,,,,,
-2120,"NZGD2000 / Marlborough Circuit 2000",9001,4167,17946,9807,1,0,8807,800000,9001,8806,400000,9001,8805,1,9201,8802,173.4807,9110,8801,-41.324,9110,,,,,,
-2121,"NZGD2000 / Hokitika Circuit 2000",9001,4167,17947,9807,1,0,8801,-42.531,9110,8806,400000,9001,8802,170.5847,9110,8807,800000,9001,8805,1,9201,,,,,,
-2122,"NZGD2000 / Okarito Circuit 2000",9001,4167,17948,9807,1,0,8805,1,9201,8802,170.1539,9110,8806,400000,9001,8807,800000,9001,8801,-43.0636,9110,,,,,,
-2123,"NZGD2000 / Jacksons Bay Circuit 2000",9001,4167,17949,9807,1,0,8805,1,9201,8801,-43.584,9110,8802,168.3622,9110,8807,800000,9001,8806,400000,9001,,,,,,
-2124,"NZGD2000 / Mount Pleasant Circuit 2000",9001,4167,17950,9807,1,0,8801,-43.3526,9110,8802,172.4337,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
-2125,"NZGD2000 / Gawler Circuit 2000",9001,4167,17951,9807,1,0,8806,400000,9001,8807,800000,9001,8802,171.2138,9110,8801,-43.4455,9110,8805,1,9201,,,,,,
-2126,"NZGD2000 / Timaru Circuit 2000",9001,4167,17952,9807,1,0,8805,1,9201,8806,400000,9001,8801,-44.2407,9110,8807,800000,9001,8802,171.0326,9110,,,,,,
-2127,"NZGD2000 / Lindis Peak Circuit 2000",9001,4167,17953,9807,1,0,8802,169.2803,9110,8805,1,9201,8807,800000,9001,8806,400000,9001,8801,-44.4406,9110,,,,,,
-2128,"NZGD2000 / Mount Nicholas Circuit 2000",9001,4167,17954,9807,1,0,8807,800000,9001,8806,400000,9001,8802,168.2355,9110,8805,1,9201,8801,-45.0758,9110,,,,,,
-2129,"NZGD2000 / Mount York Circuit 2000",9001,4167,17955,9807,1,0,8801,-45.3349,9110,8807,800000,9001,8806,400000,9001,8805,1,9201,8802,167.4419,9110,,,,,,
-2130,"NZGD2000 / Observation Point Circuit 2000",9001,4167,17956,9807,1,0,8807,800000,9001,8806,400000,9001,8805,1,9201,8802,170.3742,9110,8801,-45.4858,9110,,,,,,
-2131,"NZGD2000 / North Taieri Circuit 2000",9001,4167,17957,9807,1,0,8801,-45.5141,9110,8805,0.99996,9201,8802,170.1657,9110,8807,800000,9001,8806,400000,9001,,,,,,
-2132,"NZGD2000 / Bluff Circuit 2000",9001,4167,17958,9807,1,0,8802,168.2034,9110,8805,1,9201,8807,800000,9001,8806,400000,9001,8801,-46.36,9110,,,,,,
-2133,"NZGD2000 / UTM zone 58S",9001,4167,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-2134,"NZGD2000 / UTM zone 59S",9001,4167,16159,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,,,,,,
-2135,"NZGD2000 / UTM zone 60S",9001,4167,16160,9807,1,0,8802,177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-2136,"Accra / Ghana National Grid",9094,4168,19959,9807,1,0,8806,900000,9094,8807,0,9094,8801,4.4,9110,8805,0.99975,9201,8802,-1,9110,,,,,,
-2137,"Accra / TM 1 NW",9001,4168,17001,9807,1,0,8805,0.9996,9201,8802,-1,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2138,"NAD27(CGQ77) / Quebec Lambert",9001,4609,19944,9802,1,0,8822,-68.3,9110,8826,0,9001,8821,44,9110,8823,60,9110,8824,46,9110,8827,0,9001,,,
-2139,"NAD83(CSRS98) / SCoPQ zone 2",9001,4140,17700,9807,1,1,8806,304800,9001,8805,0.9999,9201,8802,-55.3,9110,8807,0,9001,8801,0,9110,,,,,,
-2140,"NAD83(CSRS98) / MTM zone 3",9001,4140,17703,9807,1,1,8807,0,9001,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-58.3,9110,,,,,,
-2141,"NAD83(CSRS98) / MTM zone 4",9001,4140,17704,9807,1,1,8805,0.9999,9201,8802,-61.3,9110,8801,0,9110,8806,304800,9001,8807,0,9001,,,,,,
-2142,"NAD83(CSRS98) / MTM zone 5",9001,4140,17705,9807,1,1,8802,-64.3,9110,8806,304800,9001,8807,0,9001,8801,0,9110,8805,0.9999,9201,,,,,,
-2143,"NAD83(CSRS98) / MTM zone 6",9001,4140,17706,9807,1,1,8801,0,9110,8802,-67.3,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-2144,"NAD83(CSRS98) / MTM zone 7",9001,4140,17707,9807,1,1,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-70.3,9110,8807,0,9001,,,,,,
-2145,"NAD83(CSRS98) / MTM zone 8",9001,4140,17708,9807,1,1,8805,0.9999,9201,8802,-73.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,,,,,,
-2146,"NAD83(CSRS98) / MTM zone 9",9001,4140,17709,9807,1,1,8802,-76.3,9110,8805,0.9999,9201,8807,0,9001,8806,304800,9001,8801,0,9110,,,,,,
-2147,"NAD83(CSRS98) / MTM zone 10",9001,4140,17710,9807,1,1,8802,-79.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-2148,"NAD83(CSRS98) / UTM zone 21N",9001,4140,16021,9807,1,1,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-2149,"NAD83(CSRS98) / UTM zone 18N",9001,4140,16018,9807,1,1,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-2150,"NAD83(CSRS98) / UTM zone 17N",9001,4140,16017,9807,1,1,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-2151,"NAD83(CSRS98) / UTM zone 13N",9001,4140,16013,9807,1,1,8802,-105,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-2152,"NAD83(CSRS98) / UTM zone 12N",9001,4140,16012,9807,1,1,8806,500000,9001,8805,0.9996,9201,8802,-111,9102,8801,0,9102,8807,0,9001,,,,,,
-2153,"NAD83(CSRS98) / UTM zone 11N",9001,4140,16011,9807,1,1,8802,-117,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-2154,"RGF93 / Lambert-93",9001,4171,18085,9802,1,0,8827,6600000,9001,8822,3,9110,8821,46.3,9110,8824,44,9110,8823,49,9110,8826,700000,9001,,,
-2155,"American Samoa 1962 / American Samoa Lambert",9003,4169,15300,9801,1,1,8801,-14.16,9110,8802,170,9110,8805,1,9201,8806,500000,9003,8807,0,9003,,,,,,
-2156,"NAD83(HARN) / UTM zone 59S",9001,4152,16159,9807,1,1,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,,,,,,
-2157,"IRENET95 / Irish Transverse Mercator",9001,4173,19962,9807,1,0,8805,0.99982,9201,8807,750000,9001,8801,53.3,9110,8806,600000,9001,8802,-8,9110,,,,,,
-2158,"IRENET95 / UTM zone 29N",9001,4173,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-2159,"Sierra Leone 1924 / New Colony Grid",9094,4174,19963,9807,1,0,8807,0,9094,8802,-12,9110,8805,1,9201,8806,500000,9094,8801,6.4,9110,,,,,,
-2160,"Sierra Leone 1924 / New War Office Grid",9094,4174,19964,9807,1,0,8802,-12,9110,8806,800000,9094,8801,6.4,9110,8807,600000,9094,8805,1,9201,,,,,,
-2161,"Sierra Leone 1968 / UTM zone 28N",9001,4175,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-2162,"Sierra Leone 1968 / UTM zone 29N",9001,4175,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-2163,US National Atlas Equal Area,9001,4052,19965,9821,1,0,8828,45,9102,8806,0,9001,8829,-100,9102,8807,0,9001,,,,,,,,,
-2164,"Locodjo 1965 / TM 5 NW",9001,4142,17005,9807,1,0,8806,500000,9001,8802,-5,9102,8805,0.9996,9201,8801,0,9102,8807,0,9001,,,,,,
-2165,"Abidjan 1987 / TM 5 NW",9001,4143,17005,9807,1,0,8806,500000,9001,8802,-5,9102,8805,0.9996,9201,8801,0,9102,8807,0,9001,,,,,,
-2166,"Pulkovo 1942(83) / Gauss Kruger zone 3",9001,4178,16263,9807,1,1,8805,1,9201,8802,9,9102,8801,0,9102,8806,3500000,9001,8807,0,9001,,,,,,
-2167,"Pulkovo 1942(83) / Gauss Kruger zone 4",9001,4178,16264,9807,1,1,8805,1,9201,8802,12,9102,8801,0,9102,8807,0,9001,8806,4500000,9001,,,,,,
-2168,"Pulkovo 1942(83) / Gauss Kruger zone 5",9001,4178,16265,9807,1,1,8801,0,9102,8807,0,9001,8802,15,9102,8806,5500000,9001,8805,1,9201,,,,,,
-2169,"Luxembourg 1930 / Gauss",9001,4181,19966,9807,1,0,8807,100000,9001,8806,80000,9001,8805,1,9201,8802,6.1,9110,8801,49.5,9110,,,,,,
-2170,"MGI / Slovenia Grid",9001,4312,19967,9807,1,0,8807,0,9001,8802,15,9110,8806,500000,9001,8801,0,9110,8805,0.9999,9201,,,,,,
-2171,"Pulkovo 1942(58) / Poland zone I",9001,4179,18281,9809,1,1,8801,50.373,9110,8806,4637000,9001,8802,21.05,9110,8807,5647000,9001,8805,0.9998,9201,,,,,,
-2172,"Pulkovo 1942(58) / Poland zone II",9001,4179,18282,9809,1,0,8806,4603000,9001,8802,21.301,9110,8801,53.0007,9110,8807,5806000,9001,8805,0.9998,9201,,,,,,
-2173,"Pulkovo 1942(58) / Poland zone III",9001,4179,18283,9809,1,0,8801,53.35,9110,8802,17.003,9110,8805,0.9998,9201,8806,3501000,9001,8807,5999000,9001,,,,,,
-2174,"Pulkovo 1942(58) / Poland zone IV",9001,4179,18284,9809,1,0,8801,51.4015,9110,8807,5627000,9001,8805,0.9998,9201,8802,16.402,9110,8806,3703000,9001,,,,,,
-2175,"Pulkovo 1942(58) / Poland zone V",9001,4179,18285,9807,1,0,8805,0.999983,9201,8806,237000,9001,8801,0,9110,8802,18.573,9110,8807,-4700000,9001,,,,,,
-2176,"ETRS89 / Poland CS2000 zone 5",9001,4258,18305,9807,1,0,8805,0.999923,9201,8801,0,9102,8806,5500000,9001,8802,15,9102,8807,0,9001,,,,,,
-2177,"ETRS89 / Poland CS2000 zone 6",9001,4258,18306,9807,1,0,8802,18,9102,8805,0.999923,9201,8806,6500000,9001,8807,0,9001,8801,0,9102,,,,,,
-2178,"ETRS89 / Poland CS2000 zone 7",9001,4258,18307,9807,1,0,8801,0,9102,8807,0,9001,8802,21,9102,8806,7500000,9001,8805,0.999923,9201,,,,,,
-2179,"ETRS89 / Poland CS2000 zone 8",9001,4258,18308,9807,1,0,8805,0.999923,9201,8801,0,9102,8802,24,9102,8807,0,9001,8806,8500000,9001,,,,,,
-2180,"ETRS89 / Poland CS92",9001,4258,18300,9807,1,0,8802,19,9102,8801,0,9102,8805,0.9993,9201,8806,500000,9001,8807,-5300000,9001,,,,,,
-2188,"Azores Occidental 1939 / UTM zone 25N",9001,4182,16025,9807,1,0,8805,0.9996,9201,8802,-33,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2189,"Azores Central 1948 / UTM zone 26N",9001,4183,16026,9807,1,0,8801,0,9102,8807,0,9001,8802,-27,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-2190,"Azores Oriental 1940 / UTM zone 26N",9001,4184,16026,9807,1,0,8801,0,9102,8807,0,9001,8802,-27,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-2191,"Madeira 1936 / UTM zone 28N",9001,4185,16028,9807,1,1,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-2192,"ED50 / France EuroLambert",9001,4230,18086,9801,1,0,8805,0.99987742,9201,8802,2.2014025,9110,8807,2200000,9001,8806,600000,9001,8801,46.48,9110,,,,,,
-2193,"NZGD2000 / New Zealand Transverse Mercator",9001,4167,19971,9807,1,0,8807,10000000,9001,8805,0.9996,9201,8806,1600000,9001,8801,0,9102,8802,173,9102,,,,,,
-2194,"American Samoa 1962 / American Samoa Lambert",9003,4169,15301,9801,1,1,8801,-14.16,9110,8802,-170,9110,8805,1,9201,8806,500000,9003,8807,0,9003,,,,,,
-2195,"NAD83(HARN) / UTM zone 2S",9001,4152,16102,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-171,9102,,,,,,
-2196,"ETRS89 / Kp2000 Jutland",9001,4258,18401,9807,1,0,8805,0.99995,9201,8801,0,9110,8807,0,9001,8802,9.3,9110,8806,200000,9001,,,,,,
-2197,"ETRS89 / Kp2000 Zealand",9001,4258,18402,9807,1,0,8806,500000,9001,8801,0,9102,8807,0,9001,8805,0.99995,9201,8802,12,9102,,,,,,
-2198,"ETRS89 / Kp2000 Bornholm",9001,4258,18403,9807,1,0,8802,15,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,900000,9001,,,,,,
-2199,"Albanian 1987 / Gauss Kruger zone 4",9001,4191,16204,9807,1,1,8802,21,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,4500000,9001,,,,,,
-2200,"ATS77 / New Brunswick Stereographic (ATS77)",9001,4122,19945,9809,1,0,8805,0.999912,9201,8802,-66.3,9110,8807,800000,9001,8801,46.3,9110,8806,300000,9001,,,,,,
-2201,"REGVEN / UTM zone 18N",9001,4189,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-2202,"REGVEN / UTM zone 19N",9001,4189,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-2203,"REGVEN / UTM zone 20N",9001,4189,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-2204,"NAD27 / Tennessee",9003,4267,15302,9802,1,0,8821,34.4,9110,8822,-86,9110,8823,35.15,9110,8824,36.25,9110,8826,2000000,9003,8827,100000,9003,,,
-2205,"NAD83 / Kentucky North",9001,4269,15303,9802,1,0,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,500000,9001,8827,0,9001,,,
-2206,"ED50 / 3-degree Gauss-Kruger zone 9",9001,4230,16269,9807,1,0,8806,9500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-2207,"ED50 / 3-degree Gauss-Kruger zone 10",9001,4230,16270,9807,1,0,8807,0,9001,8806,10500000,9001,8801,0,9102,8805,1,9201,8802,30,9102,,,,,,
-2208,"ED50 / 3-degree Gauss-Kruger zone 11",9001,4230,16271,9807,1,0,8805,1,9201,8802,33,9102,8801,0,9102,8806,11500000,9001,8807,0,9001,,,,,,
-2209,"ED50 / 3-degree Gauss-Kruger zone 12",9001,4230,16272,9807,1,0,8806,12500000,9001,8805,1,9201,8802,36,9102,8801,0,9102,8807,0,9001,,,,,,
-2210,"ED50 / 3-degree Gauss-Kruger zone 13",9001,4230,16273,9807,1,0,8801,0,9102,8807,0,9001,8802,39,9102,8806,13500000,9001,8805,1,9201,,,,,,
-2211,"ED50 / 3-degree Gauss-Kruger zone 14",9001,4230,16274,9807,1,0,8801,0,9102,8806,14500000,9001,8805,1,9201,8802,42,9102,8807,0,9001,,,,,,
-2212,"ED50 / 3-degree Gauss-Kruger zone 15",9001,4230,16275,9807,1,0,8807,0,9001,8806,15500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-2213,"ETRS89 / TM 30 NE",9001,4258,16430,9807,1,0,8801,0,9102,8802,30,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-2214,"Douala 1948 / AOF west",9001,4192,18415,9807,1,1,8807,1000000,9001,8806,1000000,9001,8802,10.3,9110,8801,0,9110,8805,0.999,9201,,,,,,
-2215,"Manoca 1962 / UTM zone 32N",9001,4193,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2216,"Qornoq 1927 / UTM zone 22N",9001,4194,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-2217,"Qornoq 1927 / UTM zone 23N",9001,4194,16023,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-45,9102,,,,,,
-2218,"Scoresbysund 1952 / Greenland zone 5 east",9001,4195,18425,9826,1,0,8801,70.3,9110,8807,0,9001,8805,1,9201,8802,-24,9110,8806,0,9001,,,,,,
-2219,"ATS77 / UTM zone 19N",9001,4122,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-2220,"ATS77 / UTM zone 20N",9001,4122,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-2221,"Scoresbysund 1952 / Greenland zone 6 east",9001,4195,18426,9826,1,0,8807,0,9001,8802,-32,9110,8801,67.3,9110,8805,1,9201,8806,0,9001,,,,,,
-2222,"NAD83 / Arizona East (ft)",9002,4269,15304,9807,1,0,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
-2223,"NAD83 / Arizona Central (ft)",9002,4269,15305,9807,1,0,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
-2224,"NAD83 / Arizona West (ft)",9002,4269,15306,9807,1,0,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,700000,9002,8807,0,9002,,,,,,
-2225,"NAD83 / California zone 1 (ftUS)",9003,4269,15307,9802,1,0,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2226,"NAD83 / California zone 2 (ftUS)",9003,4269,15308,9802,1,0,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2227,"NAD83 / California zone 3 (ftUS)",9003,4269,15309,9802,1,0,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2228,"NAD83 / California zone 4 (ftUS)",9003,4269,15310,9802,1,0,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2229,"NAD83 / California zone 5 (ftUS)",9003,4269,15311,9802,1,0,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2230,"NAD83 / California zone 6 (ftUS)",9003,4269,15312,9802,1,0,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2231,"NAD83 / Colorado North (ftUS)",9003,4269,15313,9802,1,0,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,3000000,9003,8827,1000000,9003,,,
-2232,"NAD83 / Colorado Central (ftUS)",9003,4269,15314,9802,1,0,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,3000000,9003,8827,1000000,9003,,,
-2233,"NAD83 / Colorado South (ftUS)",9003,4269,15315,9802,1,0,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,3000000,9003,8827,1000000,9003,,,
-2234,"NAD83 / Connecticut (ftUS)",9003,4269,15316,9802,1,0,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,1000000,9003,8827,500000,9003,,,
-2235,"NAD83 / Delaware (ftUS)",9003,4269,15317,9807,1,0,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-2236,"NAD83 / Florida East (ftUS)",9003,4269,15318,9807,1,0,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-2237,"NAD83 / Florida West (ftUS)",9003,4269,15319,9807,1,0,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-2238,"NAD83 / Florida North (ftUS)",9003,4269,15320,9802,1,0,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,1968500,9003,8827,0,9003,,,
-2239,"NAD83 / Georgia East (ftUS)",9003,4269,15321,9807,1,0,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-2240,"NAD83 / Georgia West (ftUS)",9003,4269,15322,9807,1,0,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
-2241,"NAD83 / Idaho East (ftUS)",9003,4269,15323,9807,1,0,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-2242,"NAD83 / Idaho Central (ftUS)",9003,4269,15324,9807,1,0,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
-2243,"NAD83 / Idaho West (ftUS)",9003,4269,15325,9807,1,0,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,2624666.667,9003,8807,0,9003,,,,,,
-2244,"NAD83 / Indiana East (ftUS)",9003,4269,15326,9807,1,1,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,328083.333,9003,8807,818125,9003,,,,,,
-2245,"NAD83 / Indiana West (ftUS)",9003,4269,15327,9807,1,1,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,2952750,9003,8807,818125,9003,,,,,,
-2246,"NAD83 / Kentucky North (ftUS)",9003,4269,15328,9802,1,0,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,1640416.667,9003,8827,0,9003,,,
-2247,"NAD83 / Kentucky South (ftUS)",9003,4269,15329,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,1640416.667,9003,8827,1640416.667,9003,,,
-2248,"NAD83 / Maryland (ftUS)",9003,4269,15330,9802,1,0,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,1312333.333,9003,8827,0,9003,,,
-2249,"NAD83 / Massachusetts Mainland (ftUS)",9003,4269,15331,9802,1,0,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,656166.667,9003,8827,2460625,9003,,,
-2250,"NAD83 / Massachusetts Island (ftUS)",9003,4269,15332,9802,1,0,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,1640416.667,9003,8827,0,9003,,,
-2251,"NAD83 / Michigan North (ft)",9002,4269,15333,9802,1,0,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,26246719.16,9002,8827,0,9002,,,
-2252,"NAD83 / Michigan Central (ft)",9002,4269,15334,9802,1,0,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,19685039.37,9002,8827,0,9002,,,
-2253,"NAD83 / Michigan South (ft)",9002,4269,15335,9802,1,0,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,13123359.58,9002,8827,0,9002,,,
-2254,"NAD83 / Mississippi East (ftUS)",9003,4269,15336,9807,1,0,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,984250,9003,8807,0,9003,,,,,,
-2255,"NAD83 / Mississippi West (ftUS)",9003,4269,15337,9807,1,0,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
-2256,"NAD83 / Montana (ft)",9002,4269,15338,9802,1,0,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,1968503.937,9002,8827,0,9002,,,
-2257,"NAD83 / New Mexico East (ftUS)",9003,4269,15339,9807,1,0,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,541337.5,9003,8807,0,9003,,,,,,
-2258,"NAD83 / New Mexico Central (ftUS)",9003,4269,15340,9807,1,0,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
-2259,"NAD83 / New Mexico West (ftUS)",9003,4269,15341,9807,1,0,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,2723091.667,9003,8807,0,9003,,,,,,
-2260,"NAD83 / New York East (ftUS)",9003,4269,15342,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
-2261,"NAD83 / New York Central (ftUS)",9003,4269,15343,9807,1,0,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,820208.333,9003,8807,0,9003,,,,,,
-2262,"NAD83 / New York West (ftUS)",9003,4269,15344,9807,1,0,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,1148291.667,9003,8807,0,9003,,,,,,
-2263,"NAD83 / New York Long Island (ftUS)",9003,4269,15345,9802,1,0,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,984250,9003,8827,0,9003,,,
-2264,"NAD83 / North Carolina (ftUS)",9003,4269,15346,9802,1,0,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,2000000,9003,8827,0,9003,,,
-2265,"NAD83 / North Dakota North (ft)",9002,4269,15347,9802,1,0,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,1968503.937,9002,8827,0,9002,,,
-2266,"NAD83 / North Dakota South (ft)",9002,4269,15348,9802,1,0,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,1968503.937,9002,8827,0,9002,,,
-2267,"NAD83 / Oklahoma North (ftUS)",9003,4269,15349,9802,1,0,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,1968500,9003,8827,0,9003,,,
-2268,"NAD83 / Oklahoma South (ftUS)",9003,4269,15350,9802,1,0,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,1968500,9003,8827,0,9003,,,
-2269,"NAD83 / Oregon North (ft)",9002,4269,15351,9802,1,0,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,8202099.738,9002,8827,0,9002,,,
-2270,"NAD83 / Oregon South (ft)",9002,4269,15352,9802,1,0,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,4921259.843,9002,8827,0,9002,,,
-2271,"NAD83 / Pennsylvania North (ftUS)",9003,4269,15353,9802,1,0,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,1968500,9003,8827,0,9003,,,
-2272,"NAD83 / Pennsylvania South (ftUS)",9003,4269,15354,9802,1,0,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,1968500,9003,8827,0,9003,,,
-2273,"NAD83 / South Carolina (ft)",9002,4269,15355,9802,1,0,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,2000000,9002,8827,0,9002,,,
-2274,"NAD83 / Tennessee (ftUS)",9003,4269,15356,9802,1,0,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,1968500,9003,8827,0,9003,,,
-2275,"NAD83 / Texas North (ftUS)",9003,4269,15357,9802,1,0,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,656166.667,9003,8827,3280833.333,9003,,,
-2276,"NAD83 / Texas North Central (ftUS)",9003,4269,15358,9802,1,0,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,1968500,9003,8827,6561666.667,9003,,,
-2277,"NAD83 / Texas Central (ftUS)",9003,4269,15359,9802,1,0,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,2296583.333,9003,8827,9842500,9003,,,
-2278,"NAD83 / Texas South Central (ftUS)",9003,4269,15360,9802,1,0,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,1968500,9003,8827,13123333.333,9003,,,
-2279,"NAD83 / Texas South (ftUS)",9003,4269,15361,9802,1,0,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,984250,9003,8827,16404166.667,9003,,,
-2280,"NAD83 / Utah North (ft)",9002,4269,15362,9802,0,0,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640419.948,9002,8827,3280839.895,9002,,,
-2281,"NAD83 / Utah Central (ft)",9002,4269,15363,9802,0,0,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640419.948,9002,8827,6561679.79,9002,,,
-2282,"NAD83 / Utah South (ft)",9002,4269,15364,9802,0,0,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640419.948,9002,8827,9842519.685,9002,,,
-2283,"NAD83 / Virginia North (ftUS)",9003,4269,15365,9802,1,0,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,11482916.667,9003,8827,6561666.667,9003,,,
-2284,"NAD83 / Virginia South (ftUS)",9003,4269,15366,9802,1,0,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,11482916.667,9003,8827,3280833.333,9003,,,
-2285,"NAD83 / Washington North (ftUS)",9003,4269,15367,9802,1,0,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,1640416.667,9003,8827,0,9003,,,
-2286,"NAD83 / Washington South (ftUS)",9003,4269,15368,9802,1,0,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,1640416.667,9003,8827,0,9003,,,
-2287,"NAD83 / Wisconsin North (ftUS)",9003,4269,15369,9802,1,0,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,1968500,9003,8827,0,9003,,,
-2288,"NAD83 / Wisconsin Central (ftUS)",9003,4269,15370,9802,1,0,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,1968500,9003,8827,0,9003,,,
-2289,"NAD83 / Wisconsin South (ftUS)",9003,4269,15371,9802,1,0,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,1968500,9003,8827,0,9003,,,
-2290,"ATS77 / Prince Edward Isl. Stereographic (ATS77)",9001,4122,19933,9809,1,0,8805,0.999912,9201,8807,400000,9001,8806,700000,9001,8802,-63,9110,8801,47.15,9110,,,,,,
-2291,"NAD83(CSRS98) / Prince Edward Isl. Stereographic (NAD83)",9001,4122,19960,9809,1,1,8807,800000,9001,8801,47.15,9110,8802,-63,9110,8805,0.999912,9201,8806,400000,9001,,,,,,
-2292,"NAD83(CSRS98) / Prince Edward Isl. Stereographic (NAD83)",9001,4140,19960,9809,1,1,8807,800000,9001,8801,47.15,9110,8802,-63,9110,8805,0.999912,9201,8806,400000,9001,,,,,,
-2294,"ATS77 / MTM Nova Scotia zone 4",9001,4122,17794,9807,1,0,8801,0,9110,8805,0.9999,9201,8802,-61.3,9110,8807,0,9001,8806,4500000,9001,,,,,,
-2295,"ATS77 / MTM Nova Scotia zone 5",9001,4122,17795,9807,1,0,8805,0.9999,9201,8801,0,9110,8802,-64.3,9110,8806,5500000,9001,8807,0,9001,,,,,,
-2296,"Ammassalik 1958 / Greenland zone 7 east",9001,4196,18427,9826,1,0,8807,0,9001,8802,-40,9110,8801,64.3,9110,8806,0,9001,8805,1,9201,,,,,,
-2297,"Qornoq 1927 / Greenland zone 1 east",9001,4194,18421,9826,1,1,8801,82.3,9110,8806,0,9001,8807,0,9001,8802,-40,9110,8805,1,9201,,,,,,
-2298,"Qornoq 1927 / Greenland zone 2 east",9001,4194,18422,9826,1,1,8805,1,9201,8806,0,9001,8801,79.3,9110,8807,0,9001,8802,-24,9110,,,,,,
-2299,"Qornoq 1927 / Greenland zone 2 west",9001,4194,18432,9826,1,0,8801,79.3,9110,8805,1,9201,8802,-64,9110,8806,0,9001,8807,0,9001,,,,,,
-2300,"Qornoq 1927 / Greenland zone 3 east",9001,4194,18423,9826,1,1,8805,1,9201,8801,76.3,9110,8802,-20,9110,8806,0,9001,8807,0,9001,,,,,,
-2301,"Qornoq 1927 / Greenland zone 3 west",9001,4194,18433,9826,1,0,8802,-64,9110,8807,0,9001,8801,76.3,9110,8806,0,9001,8805,1,9201,,,,,,
-2302,"Qornoq 1927 / Greenland zone 4 east",9001,4194,18424,9826,1,1,8802,-24,9110,8807,0,9001,8806,0,9001,8805,1,9201,8801,73.3,9110,,,,,,
-2303,"Qornoq 1927 / Greenland zone 4 west",9001,4194,18434,9826,1,0,8806,0,9001,8802,-52,9110,8805,1,9201,8801,73.3,9110,8807,0,9001,,,,,,
-2304,"Qornoq 1927 / Greenland zone 5 west",9001,4194,18435,9826,1,0,8807,0,9001,8805,1,9201,8801,70.3,9110,8802,-52,9110,8806,0,9001,,,,,,
-2305,"Qornoq 1927 / Greenland zone 6 west",9001,4194,18436,9826,1,0,8806,0,9001,8801,67.3,9110,8807,0,9001,8805,1,9201,8802,-52,9110,,,,,,
-2306,"Qornoq 1927 / Greenland zone 7 west",9001,4194,18437,9826,1,0,8807,0,9001,8805,1,9201,8806,0,9001,8802,-52,9110,8801,64.3,9110,,,,,,
-2307,"Qornoq 1927 / Greenland zone 8 east",9001,4194,18428,9826,1,0,8807,0,9001,8802,-48,9110,8801,61.3,9110,8806,0,9001,8805,1,9201,,,,,,
-2308,"Batavia / TM 109 SE",9001,4211,16709,9807,1,0,8802,109,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-2309,"WGS 84 / TM 116 SE",9001,4326,16716,9807,1,0,8805,0.9996,9201,8802,116,9102,8807,10000000,9001,8806,500000,9001,8801,0,9102,,,,,,
-2310,"WGS 84 / TM 132 SE",9001,4326,16732,9807,1,0,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,132,9102,,,,,,
-2311,"WGS 84 / TM 6 NE",9001,4326,16406,9807,1,0,8801,0,9102,8807,0,9001,8802,6,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-2312,"Garoua / UTM zone 33N",9001,4197,16033,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-2313,"Kousseri / UTM zone 33N",9001,4198,16033,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-2314,"Trinidad 1903 / Trinidad Grid (ftCla)",9005,4302,19975,9806,1,0,8802,-61.2,9110,8801,10.263,9110,8806,283800,9005,8807,214500,9005,,,,,,,,,
-2315,"Campo Inchauspe / UTM zone 19S",9001,4221,16119,9807,1,0,8805,0.9996,9201,8802,-69,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-2316,"Campo Inchauspe / UTM zone 20S",9001,4221,16120,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-63,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-2317,"PSAD56 / ICN Regional",9001,4248,19976,9802,1,0,8821,6,9102,8826,1000000,9001,8824,3,9102,8822,-66,9102,8827,1000000,9001,8823,9,9102,,,
-2318,"Ain el Abd / Aramco Lambert",9001,4204,19977,9802,1,0,8821,25.0522236,9110,8822,48,9102,8826,0,9001,8824,33,9102,8823,17,9102,8827,0,9001,,,
-2319,"ED50 / TM27",9001,4230,16305,9807,1,0,8806,500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-2320,"ED50 / TM30",9001,4230,16370,9807,1,0,8801,0,9102,8807,0,9001,8802,30,9102,8806,500000,9001,8805,1,9201,,,,,,
-2321,"ED50 / TM33",9001,4230,16306,9807,1,0,8801,0,9102,8807,0,9001,8802,33,9102,8806,500000,9001,8805,1,9201,,,,,,
-2322,"ED50 / TM36",9001,4230,16372,9807,1,0,8805,1,9201,8807,0,9001,8806,500000,9001,8802,36,9102,8801,0,9102,,,,,,
-2323,"ED50 / TM39",9001,4230,16307,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,39,9102,8807,0,9001,,,,,,
-2324,"ED50 / TM42",9001,4230,16374,9807,1,0,8802,42,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2325,"ED50 / TM45",9001,4230,16308,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-2326,Hong Kong 1980 Grid System,9001,4611,19978,9807,1,0,8806,836694.05,9001,8807,819069.8,9001,8801,22.184368,9110,8805,1,9201,8802,114.10428,9110,,,,,,
-2327,"Xian 1980 / Gauss-Kruger zone 13",9001,4610,16213,9807,1,0,8802,75,9102,8801,0,9102,8807,0,9001,8806,13500000,9001,8805,1,9201,,,,,,
-2328,"Xian 1980 / Gauss-Kruger zone 14",9001,4610,16214,9807,1,0,8807,0,9001,8806,14500000,9001,8801,0,9102,8805,1,9201,8802,81,9102,,,,,,
-2329,"Xian 1980 / Gauss-Kruger zone 15",9001,4610,16215,9807,1,0,8801,0,9102,8805,1,9201,8802,87,9102,8806,15500000,9001,8807,0,9001,,,,,,
-2330,"Xian 1980 / Gauss-Kruger zone 16",9001,4610,16216,9807,1,0,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,8806,16500000,9001,,,,,,
-2331,"Xian 1980 / Gauss-Kruger zone 17",9001,4610,16217,9807,1,0,8801,0,9102,8807,0,9001,8802,99,9102,8806,17500000,9001,8805,1,9201,,,,,,
-2332,"Xian 1980 / Gauss-Kruger zone 18",9001,4610,16218,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8806,18500000,9001,8807,0,9001,,,,,,
-2333,"Xian 1980 / Gauss-Kruger zone 19",9001,4610,16219,9807,1,0,8806,19500000,9001,8805,1,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-2334,"Xian 1980 / Gauss-Kruger zone 20",9001,4610,16220,9807,1,0,8802,117,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,20500000,9001,,,,,,
-2335,"Xian 1980 / Gauss-Kruger zone 21",9001,4610,16221,9807,1,0,8805,1,9201,8802,123,9102,8801,0,9102,8807,0,9001,8806,21500000,9001,,,,,,
-2336,"Xian 1980 / Gauss-Kruger zone 22",9001,4610,16222,9807,1,0,8807,0,9001,8806,22500000,9001,8801,0,9102,8805,1,9201,8802,129,9102,,,,,,
-2337,"Xian 1980 / Gauss-Kruger zone 23",9001,4610,16223,9807,1,0,8805,1,9201,8802,135,9102,8801,0,9102,8806,23500000,9001,8807,0,9001,,,,,,
-2338,"Xian 1980 / Gauss-Kruger CM 75E",9001,4610,16313,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2339,"Xian 1980 / Gauss-Kruger CM 81E",9001,4610,16314,9807,1,0,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-2340,"Xian 1980 / Gauss-Kruger CM 87E",9001,4610,16315,9807,1,0,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-2341,"Xian 1980 / Gauss-Kruger CM 93E",9001,4610,16316,9807,1,0,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-2342,"Xian 1980 / Gauss-Kruger CM 99E",9001,4610,16317,9807,1,0,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2343,"Xian 1980 / Gauss-Kruger CM 105E",9001,4610,16318,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2344,"Xian 1980 / Gauss-Kruger CM 111E",9001,4610,16319,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-2345,"Xian 1980 / Gauss-Kruger CM 117E",9001,4610,16320,9807,1,0,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2346,"Xian 1980 / Gauss-Kruger CM 123E",9001,4610,16321,9807,1,0,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-2347,"Xian 1980 / Gauss-Kruger CM 129E",9001,4610,16322,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-2348,"Xian 1980 / Gauss-Kruger CM 135E",9001,4610,16323,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-2349,"Xian 1980 / 3-degree Gauss-Kruger zone 25",9001,4610,16285,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,25500000,9001,,,,,,
-2350,"Xian 1980 / 3-degree Gauss-Kruger zone 26",9001,4610,16286,9807,1,0,8807,0,9001,8806,26500000,9001,8801,0,9102,8805,1,9201,8802,78,9102,,,,,,
-2351,"Xian 1980 / 3-degree Gauss-Kruger zone 27",9001,4610,16287,9807,1,0,8805,1,9201,8802,81,9102,8801,0,9102,8806,27500000,9001,8807,0,9001,,,,,,
-2352,"Xian 1980 / 3-degree Gauss-Kruger zone 28",9001,4610,16288,9807,1,0,8807,0,9001,8806,28500000,9001,8805,1,9201,8802,84,9102,8801,0,9102,,,,,,
-2353,"Xian 1980 / 3-degree Gauss-Kruger zone 29",9001,4610,16289,9807,1,0,8801,0,9102,8807,0,9001,8802,87,9102,8806,29500000,9001,8805,1,9201,,,,,,
-2354,"Xian 1980 / 3-degree Gauss-Kruger zone 30",9001,4610,16290,9807,1,0,8801,0,9102,8806,30500000,9001,8805,1,9201,8802,90,9102,8807,0,9001,,,,,,
-2355,"Xian 1980 / 3-degree Gauss-Kruger zone 31",9001,4610,16291,9807,1,0,8807,0,9001,8806,31500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,,,,,,
-2356,"Xian 1980 / 3-degree Gauss-Kruger zone 32",9001,4610,16292,9807,1,0,8802,96,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,32500000,9001,,,,,,
-2357,"Xian 1980 / 3-degree Gauss-Kruger zone 33",9001,4610,16293,9807,1,0,8802,99,9102,8801,0,9102,8807,0,9001,8806,33500000,9001,8805,1,9201,,,,,,
-2358,"Xian 1980 / 3-degree Gauss-Kruger zone 34",9001,4610,16294,9807,1,0,8807,0,9001,8806,34500000,9001,8801,0,9102,8805,1,9201,8802,102,9102,,,,,,
-2359,"Xian 1980 / 3-degree Gauss-Kruger zone 35",9001,4610,16295,9807,1,0,8802,105,9102,8801,0,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
-2360,"Xian 1980 / 3-degree Gauss-Kruger zone 36",9001,4610,16296,9807,1,0,8805,1,9201,8802,108,9102,8801,0,9102,8807,0,9001,8806,36500000,9001,,,,,,
-2361,"Xian 1980 / 3-degree Gauss-Kruger zone 37",9001,4610,16297,9807,1,0,8801,0,9102,8807,0,9001,8802,111,9102,8806,37500000,9001,8805,1,9201,,,,,,
-2362,"Xian 1980 / 3-degree Gauss-Kruger zone 38",9001,4610,16298,9807,1,0,8802,114,9102,8801,0,9102,8806,38500000,9001,8805,1,9201,8807,0,9001,,,,,,
-2363,"Xian 1980 / 3-degree Gauss-Kruger zone 39",9001,4610,16299,9807,1,0,8806,39500000,9001,8805,1,9201,8802,117,9102,8801,0,9102,8807,0,9001,,,,,,
-2364,"Xian 1980 / 3-degree Gauss-Kruger zone 40",9001,4610,16070,9807,1,0,8807,0,9001,8806,40500000,9001,8801,0,9102,8805,1,9201,8802,120,9102,,,,,,
-2365,"Xian 1980 / 3-degree Gauss-Kruger zone 41",9001,4610,16071,9807,1,0,8805,1,9201,8802,123,9102,8801,0,9102,8806,41500000,9001,8807,0,9001,,,,,,
-2366,"Xian 1980 / 3-degree Gauss-Kruger zone 42",9001,4610,16072,9807,1,0,8807,0,9001,8806,42500000,9001,8805,1,9201,8802,126,9102,8801,0,9102,,,,,,
-2367,"Xian 1980 / 3-degree Gauss-Kruger zone 43",9001,4610,16073,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,43500000,9001,8805,1,9201,,,,,,
-2368,"Xian 1980 / 3-degree Gauss-Kruger zone 44",9001,4610,16074,9807,1,0,8801,0,9102,8806,44500000,9001,8805,1,9201,8802,132,9102,8807,0,9001,,,,,,
-2369,"Xian 1980 / 3-degree Gauss-Kruger zone 45",9001,4610,16075,9807,1,0,8807,0,9001,8806,45500000,9001,8805,1,9201,8802,135,9102,8801,0,9102,,,,,,
-2370,"Xian 1980 / 3-degree Gauss-Kruger CM 75E",9001,4610,16313,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2371,"Xian 1980 / 3-degree Gauss-Kruger CM 78E",9001,4610,16386,9807,1,0,8801,0,9102,8807,0,9001,8802,78,9102,8806,500000,9001,8805,1,9201,,,,,,
-2372,"Xian 1980 / 3-degree Gauss-Kruger CM 81E",9001,4610,16314,9807,1,0,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-2373,"Xian 1980 / 3-degree Gauss-Kruger CM 84E",9001,4610,16388,9807,1,0,8806,500000,9001,8805,1,9201,8802,84,9102,8801,0,9102,8807,0,9001,,,,,,
-2374,"Xian 1980 / 3-degree Gauss-Kruger CM 87E",9001,4610,16315,9807,1,0,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-2375,"Xian 1980 / 3-degree Gauss-Kruger CM 90E",9001,4610,16390,9807,1,0,8802,90,9102,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,,,,,,
-2376,"Xian 1980 / 3-degree Gauss-Kruger CM 93E",9001,4610,16316,9807,1,0,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-2377,"Xian 1980 / 3-degree Gauss-Kruger CM 96E",9001,4610,16392,9807,1,0,8801,0,9102,8802,96,9102,8806,500000,9001,8807,0,9001,8805,1,9201,,,,,,
-2378,"Xian 1980 / 3-degree Gauss-Kruger CM 99E",9001,4610,16317,9807,1,0,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2379,"Xian 1980 / 3-degree Gauss-Kruger CM 102E",9001,4610,16394,9807,1,0,8801,0,9102,8807,0,9001,8802,102,9102,8806,500000,9001,8805,1,9201,,,,,,
-2380,"Xian 1980 / 3-degree Gauss-Kruger CM 105E",9001,4610,16318,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2381,"Xian 1980 / 3-degree Gauss-Kruger CM 108E",9001,4610,16396,9807,1,0,8806,500000,9001,8805,1,9201,8802,108,9102,8801,0,9102,8807,0,9001,,,,,,
-2382,"Xian 1980 / 3-degree Gauss-Kruger CM 111E",9001,4610,16319,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-2383,"Xian 1980 / 3-degree Gauss-Kruger CM 114E",9001,4610,16398,9807,1,0,8801,0,9102,8805,1,9201,8806,500000,9001,8802,114,9102,8807,0,9001,,,,,,
-2384,"Xian 1980 / 3-degree Gauss-Kruger CM 117E",9001,4610,16320,9807,1,0,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2385,"Xian 1980 / 3-degree Gauss-Kruger CM 120E",9001,4610,16170,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,120,9102,8801,0,9102,,,,,,
-2386,"Xian 1980 / 3-degree Gauss-Kruger CM 123E",9001,4610,16321,9807,1,0,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-2387,"Xian 1980 / 3-degree Gauss-Kruger CM 126E",9001,4610,16172,9807,1,0,8802,126,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2388,"Xian 1980 / 3-degree Gauss-Kruger CM 129E",9001,4610,16322,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-2389,"Xian 1980 / 3-degree Gauss-Kruger CM 132E",9001,4610,16174,9807,1,0,8802,132,9102,8801,0,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-2390,"Xian 1980 / 3-degree Gauss-Kruger CM 135E",9001,4610,16323,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-2391,"KKJ / Finland zone 1",9001,4123,18191,9807,1,0,8807,0,9001,8802,21,9102,8801,0,9102,8806,1500000,9001,8805,1,9201,,,,,,
-2392,"KKJ / Finland zone 2",9001,4123,18192,9807,1,0,8801,0,9102,8806,2500000,9001,8802,24,9102,8807,0,9001,8805,1,9201,,,,,,
-2393,"KKJ / Finland Uniform Coordinate System",9001,4123,18193,9807,1,0,8801,0,9102,8807,0,9001,8805,1,9201,8806,3500000,9001,8802,27,9102,,,,,,
-2394,"KKJ / Finland zone 4",9001,4123,18194,9807,1,0,8801,0,9102,8805,1,9201,8807,0,9001,8802,30,9102,8806,4500000,9001,,,,,,
-2395,"South Yemen / Gauss-Kruger zone 8",9001,4164,16208,9807,1,0,8806,8500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,8807,0,9001,,,,,,
-2396,"South Yemen / Gauss-Kruger zone 9",9001,4164,16209,9807,1,0,8801,0,9102,8807,0,9001,8802,51,9102,8806,9500000,9001,8805,1,9201,,,,,,
-2397,"Pulkovo 1942(83) / Gauss-Kruger zone 3",9001,4178,16263,9807,1,0,8805,1,9201,8802,9,9102,8801,0,9102,8806,3500000,9001,8807,0,9001,,,,,,
-2398,"Pulkovo 1942(83) / Gauss-Kruger zone 4",9001,4178,16264,9807,1,0,8805,1,9201,8802,12,9102,8801,0,9102,8807,0,9001,8806,4500000,9001,,,,,,
-2399,"Pulkovo 1942(83) / Gauss-Kruger zone 5",9001,4178,16265,9807,1,0,8801,0,9102,8807,0,9001,8802,15,9102,8806,5500000,9001,8805,1,9201,,,,,,
-2400,RT90 2.5 gon W,9001,4124,19929,9807,1,1,8807,0,9001,8802,15.48298,9110,8805,1,9201,8806,1500000,9001,8801,0,9110,,,,,,
-2401,"Beijing 1954 / 3-degree Gauss-Kruger zone 25",9001,4214,16285,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,25500000,9001,,,,,,
-2402,"Beijing 1954 / 3-degree Gauss-Kruger zone 26",9001,4214,16286,9807,1,0,8807,0,9001,8806,26500000,9001,8801,0,9102,8805,1,9201,8802,78,9102,,,,,,
-2403,"Beijing 1954 / 3-degree Gauss-Kruger zone 27",9001,4214,16287,9807,1,0,8805,1,9201,8802,81,9102,8801,0,9102,8806,27500000,9001,8807,0,9001,,,,,,
-2404,"Beijing 1954 / 3-degree Gauss-Kruger zone 28",9001,4214,16288,9807,1,0,8807,0,9001,8806,28500000,9001,8805,1,9201,8802,84,9102,8801,0,9102,,,,,,
-2405,"Beijing 1954 / 3-degree Gauss-Kruger zone 29",9001,4214,16289,9807,1,0,8801,0,9102,8807,0,9001,8802,87,9102,8806,29500000,9001,8805,1,9201,,,,,,
-2406,"Beijing 1954 / 3-degree Gauss-Kruger zone 30",9001,4214,16290,9807,1,0,8801,0,9102,8806,30500000,9001,8805,1,9201,8802,90,9102,8807,0,9001,,,,,,
-2407,"Beijing 1954 / 3-degree Gauss-Kruger zone 31",9001,4214,16291,9807,1,0,8807,0,9001,8806,31500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,,,,,,
-2408,"Beijing 1954 / 3-degree Gauss-Kruger zone 32",9001,4214,16292,9807,1,0,8802,96,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,32500000,9001,,,,,,
-2409,"Beijing 1954 / 3-degree Gauss-Kruger zone 33",9001,4214,16293,9807,1,0,8802,99,9102,8801,0,9102,8807,0,9001,8806,33500000,9001,8805,1,9201,,,,,,
-2410,"Beijing 1954 / 3-degree Gauss-Kruger zone 34",9001,4214,16294,9807,1,0,8807,0,9001,8806,34500000,9001,8801,0,9102,8805,1,9201,8802,102,9102,,,,,,
-2411,"Beijing 1954 / 3-degree Gauss-Kruger zone 35",9001,4214,16295,9807,1,0,8802,105,9102,8801,0,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
-2412,"Beijing 1954 / 3-degree Gauss-Kruger zone 36",9001,4214,16296,9807,1,0,8805,1,9201,8802,108,9102,8801,0,9102,8807,0,9001,8806,36500000,9001,,,,,,
-2413,"Beijing 1954 / 3-degree Gauss-Kruger zone 37",9001,4214,16297,9807,1,0,8801,0,9102,8807,0,9001,8802,111,9102,8806,37500000,9001,8805,1,9201,,,,,,
-2414,"Beijing 1954 / 3-degree Gauss-Kruger zone 38",9001,4214,16298,9807,1,0,8802,114,9102,8801,0,9102,8806,38500000,9001,8805,1,9201,8807,0,9001,,,,,,
-2415,"Beijing 1954 / 3-degree Gauss-Kruger zone 39",9001,4214,16299,9807,1,0,8806,39500000,9001,8805,1,9201,8802,117,9102,8801,0,9102,8807,0,9001,,,,,,
-2416,"Beijing 1954 / 3-degree Gauss-Kruger zone 40",9001,4214,16070,9807,1,0,8807,0,9001,8806,40500000,9001,8801,0,9102,8805,1,9201,8802,120,9102,,,,,,
-2417,"Beijing 1954 / 3-degree Gauss-Kruger zone 41",9001,4214,16071,9807,1,0,8805,1,9201,8802,123,9102,8801,0,9102,8806,41500000,9001,8807,0,9001,,,,,,
-2418,"Beijing 1954 / 3-degree Gauss-Kruger zone 42",9001,4214,16072,9807,1,0,8807,0,9001,8806,42500000,9001,8805,1,9201,8802,126,9102,8801,0,9102,,,,,,
-2419,"Beijing 1954 / 3-degree Gauss-Kruger zone 43",9001,4214,16073,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,43500000,9001,8805,1,9201,,,,,,
-2420,"Beijing 1954 / 3-degree Gauss-Kruger zone 44",9001,4214,16074,9807,1,0,8801,0,9102,8806,44500000,9001,8805,1,9201,8802,132,9102,8807,0,9001,,,,,,
-2421,"Beijing 1954 / 3-degree Gauss-Kruger zone 45",9001,4214,16075,9807,1,0,8807,0,9001,8806,45500000,9001,8805,1,9201,8802,135,9102,8801,0,9102,,,,,,
-2422,"Beijing 1954 / 3-degree Gauss-Kruger CM 75E",9001,4214,16313,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2423,"Beijing 1954 / 3-degree Gauss-Kruger CM 78E",9001,4214,16386,9807,1,0,8801,0,9102,8807,0,9001,8802,78,9102,8806,500000,9001,8805,1,9201,,,,,,
-2424,"Beijing 1954 / 3-degree Gauss-Kruger CM 81E",9001,4214,16314,9807,1,0,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-2425,"Beijing 1954 / 3-degree Gauss-Kruger CM 84E",9001,4214,16388,9807,1,0,8806,500000,9001,8805,1,9201,8802,84,9102,8801,0,9102,8807,0,9001,,,,,,
-2426,"Beijing 1954 / 3-degree Gauss-Kruger CM 87E",9001,4214,16315,9807,1,0,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-2427,"Beijing 1954 / 3-degree Gauss-Kruger CM 90E",9001,4214,16390,9807,1,0,8802,90,9102,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,,,,,,
-2428,"Beijing 1954 / 3-degree Gauss-Kruger CM 93E",9001,4214,16316,9807,1,0,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-2429,"Beijing 1954 / 3-degree Gauss-Kruger CM 96E",9001,4214,16392,9807,1,0,8801,0,9102,8802,96,9102,8806,500000,9001,8807,0,9001,8805,1,9201,,,,,,
-2430,"Beijing 1954 / 3-degree Gauss-Kruger CM 99E",9001,4214,16317,9807,1,0,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2431,"Beijing 1954 / 3-degree Gauss-Kruger CM 102E",9001,4214,16394,9807,1,0,8801,0,9102,8807,0,9001,8802,102,9102,8806,500000,9001,8805,1,9201,,,,,,
-2432,"Beijing 1954 / 3-degree Gauss-Kruger CM 105E",9001,4214,16318,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2433,"Beijing 1954 / 3-degree Gauss-Kruger CM 108E",9001,4214,16396,9807,1,0,8806,500000,9001,8805,1,9201,8802,108,9102,8801,0,9102,8807,0,9001,,,,,,
-2434,"Beijing 1954 / 3-degree Gauss-Kruger CM 111E",9001,4214,16319,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-2435,"Beijing 1954 / 3-degree Gauss-Kruger CM 114E",9001,4214,16398,9807,1,0,8801,0,9102,8805,1,9201,8806,500000,9001,8802,114,9102,8807,0,9001,,,,,,
-2436,"Beijing 1954 / 3-degree Gauss-Kruger CM 117E",9001,4214,16320,9807,1,0,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2437,"Beijing 1954 / 3-degree Gauss-Kruger CM 120E",9001,4214,16170,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,120,9102,8801,0,9102,,,,,,
-2438,"Beijing 1954 / 3-degree Gauss-Kruger CM 123E",9001,4214,16321,9807,1,0,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-2439,"Beijing 1954 / 3-degree Gauss-Kruger CM 126E",9001,4214,16172,9807,1,0,8802,126,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2440,"Beijing 1954 / 3-degree Gauss-Kruger CM 129E",9001,4214,16322,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-2441,"Beijing 1954 / 3-degree Gauss-Kruger CM 132E",9001,4214,16174,9807,1,0,8802,132,9102,8801,0,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-2442,"Beijing 1954 / 3-degree Gauss-Kruger CM 135E",9001,4214,16323,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-2443,"JGD2000 / Japan Plane Rectangular CS I",9001,4612,17801,9807,1,0,8801,33,9110,8805,0.9999,9201,8802,129.3,9110,8806,0,9001,8807,0,9001,,,,,,
-2444,"JGD2000 / Japan Plane Rectangular CS II",9001,4612,17802,9807,1,0,8802,131,9110,8806,0,9001,8807,0,9001,8805,0.9999,9201,8801,33,9110,,,,,,
-2445,"JGD2000 / Japan Plane Rectangular CS III",9001,4612,17803,9807,1,0,8805,0.9999,9201,8806,0,9001,8801,36,9110,8802,132.1,9110,8807,0,9001,,,,,,
-2446,"JGD2000 / Japan Plane Rectangular CS IV",9001,4612,17804,9807,1,0,8801,33,9110,8802,133.3,9110,8806,0,9001,8805,0.9999,9201,8807,0,9001,,,,,,
-2447,"JGD2000 / Japan Plane Rectangular CS V",9001,4612,17805,9807,1,0,8805,0.9999,9201,8802,134.2,9110,8807,0,9001,8806,0,9001,8801,36,9110,,,,,,
-2448,"JGD2000 / Japan Plane Rectangular CS VI",9001,4612,17806,9807,1,0,8801,36,9110,8807,0,9001,8802,136,9110,8805,0.9999,9201,8806,0,9001,,,,,,
-2449,"JGD2000 / Japan Plane Rectangular CS VII",9001,4612,17807,9807,1,0,8802,137.1,9110,8801,36,9110,8807,0,9001,8806,0,9001,8805,0.9999,9201,,,,,,
-2450,"JGD2000 / Japan Plane Rectangular CS VIII",9001,4612,17808,9807,1,0,8806,0,9001,8801,36,9110,8807,0,9001,8802,138.3,9110,8805,0.9999,9201,,,,,,
-2451,"JGD2000 / Japan Plane Rectangular CS IX",9001,4612,17809,9807,1,0,8801,36,9110,8802,139.5,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
-2452,"JGD2000 / Japan Plane Rectangular CS X",9001,4612,17810,9807,1,0,8805,0.9999,9201,8802,140.5,9110,8807,0,9001,8801,40,9110,8806,0,9001,,,,,,
-2453,"JGD2000 / Japan Plane Rectangular CS XI",9001,4612,17811,9807,1,0,8801,44,9110,8802,140.15,9110,8807,0,9001,8806,0,9001,8805,0.9999,9201,,,,,,
-2454,"JGD2000 / Japan Plane Rectangular CS XII",9001,4612,17812,9807,1,0,8802,142.15,9110,8805,0.9999,9201,8807,0,9001,8801,44,9110,8806,0,9001,,,,,,
-2455,"JGD2000 / Japan Plane Rectangular CS XIII",9001,4612,17813,9807,1,0,8802,144.15,9110,8807,0,9001,8801,44,9110,8805,0.9999,9201,8806,0,9001,,,,,,
-2456,"JGD2000 / Japan Plane Rectangular CS XIV",9001,4612,17814,9807,1,0,8802,142,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,8801,26,9110,,,,,,
-2457,"JGD2000 / Japan Plane Rectangular CS XV",9001,4612,17815,9807,1,0,8807,0,9001,8805,0.9999,9201,8801,26,9110,8806,0,9001,8802,127.3,9110,,,,,,
-2458,"JGD2000 / Japan Plane Rectangular CS XVI",9001,4612,17816,9807,1,0,8807,0,9001,8806,0,9001,8805,0.9999,9201,8801,26,9110,8802,124,9110,,,,,,
-2459,"JGD2000 / Japan Plane Rectangular CS XVII",9001,4612,17817,9807,1,0,8802,131,9110,8805,0.9999,9201,8806,0,9001,8801,26,9110,8807,0,9001,,,,,,
-2460,"JGD2000 / Japan Plane Rectangular CS XVIII",9001,4612,17818,9807,1,0,8801,20,9110,8807,0,9001,8805,0.9999,9201,8806,0,9001,8802,136,9110,,,,,,
-2461,"JGD2000 / Japan Plane Rectangular CS XIX",9001,4612,17819,9807,1,0,8801,26,9110,8806,0,9001,8802,154,9110,8807,0,9001,8805,0.9999,9201,,,,,,
-2462,"Albanian 1987 / Gauss-Kruger zone 4",9001,4191,16204,9807,1,0,8802,21,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,4500000,9001,,,,,,
-2463,"Pulkovo 1995 / Gauss-Kruger CM 21E",9001,4200,16304,9807,1,0,8805,1,9201,8802,21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2464,"Pulkovo 1995 / Gauss-Kruger CM 27E",9001,4200,16305,9807,1,0,8806,500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-2465,"Pulkovo 1995 / Gauss-Kruger CM 33E",9001,4200,16306,9807,1,0,8801,0,9102,8807,0,9001,8802,33,9102,8806,500000,9001,8805,1,9201,,,,,,
-2466,"Pulkovo 1995 / Gauss-Kruger CM 39E",9001,4200,16307,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,39,9102,8807,0,9001,,,,,,
-2467,"Pulkovo 1995 / Gauss-Kruger CM 45E",9001,4200,16308,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-2468,"Pulkovo 1995 / Gauss-Kruger CM 51E",9001,4200,16309,9807,1,0,8801,0,9102,8802,51,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2469,"Pulkovo 1995 / Gauss-Kruger CM 57E",9001,4200,16310,9807,1,0,8802,57,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2470,"Pulkovo 1995 / Gauss-Kruger CM 63E",9001,4200,16311,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,63,9102,,,,,,
-2471,"Pulkovo 1995 / Gauss-Kruger CM 69E",9001,4200,16312,9807,1,0,8801,0,9102,8805,1,9201,8802,69,9102,8806,500000,9001,8807,0,9001,,,,,,
-2472,"Pulkovo 1995 / Gauss-Kruger CM 75E",9001,4200,16313,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2473,"Pulkovo 1995 / Gauss-Kruger CM 81E",9001,4200,16314,9807,1,0,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-2474,"Pulkovo 1995 / Gauss-Kruger CM 87E",9001,4200,16315,9807,1,0,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-2475,"Pulkovo 1995 / Gauss-Kruger CM 93E",9001,4200,16316,9807,1,0,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-2476,"Pulkovo 1995 / Gauss-Kruger CM 99E",9001,4200,16317,9807,1,0,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2477,"Pulkovo 1995 / Gauss-Kruger CM 105E",9001,4200,16318,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2478,"Pulkovo 1995 / Gauss-Kruger CM 111E",9001,4200,16319,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-2479,"Pulkovo 1995 / Gauss-Kruger CM 117E",9001,4200,16320,9807,1,0,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2480,"Pulkovo 1995 / Gauss-Kruger CM 123E",9001,4200,16321,9807,1,0,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-2481,"Pulkovo 1995 / Gauss-Kruger CM 129E",9001,4200,16322,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-2482,"Pulkovo 1995 / Gauss-Kruger CM 135E",9001,4200,16323,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-2483,"Pulkovo 1995 / Gauss-Kruger CM 141E",9001,4200,16324,9807,1,0,8806,500000,9001,8805,1,9201,8802,141,9102,8801,0,9102,8807,0,9001,,,,,,
-2484,"Pulkovo 1995 / Gauss-Kruger CM 147E",9001,4200,16325,9807,1,0,8802,147,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2485,"Pulkovo 1995 / Gauss-Kruger CM 153E",9001,4200,16326,9807,1,0,8802,153,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2486,"Pulkovo 1995 / Gauss-Kruger CM 159E",9001,4200,16327,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,,,,,,
-2487,"Pulkovo 1995 / Gauss-Kruger CM 165E",9001,4200,16328,9807,1,0,8806,500000,9001,8805,1,9201,8802,165,9102,8807,0,9001,8801,0,9102,,,,,,
-2488,"Pulkovo 1995 / Gauss-Kruger CM 171E",9001,4200,16329,9807,1,0,8805,1,9201,8802,171,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2489,"Pulkovo 1995 / Gauss-Kruger CM 177E",9001,4200,16330,9807,1,0,8801,0,9102,8807,0,9001,8802,177,9102,8806,500000,9001,8805,1,9201,,,,,,
-2490,"Pulkovo 1995 / Gauss-Kruger CM 177W",9001,4200,16331,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,8802,-177,9102,,,,,,
-2491,"Pulkovo 1995 / Gauss-Kruger CM 171W",9001,4200,16332,9807,1,0,8806,500000,9001,8805,1,9201,8802,-171,9102,8801,0,9102,8807,0,9001,,,,,,
-2492,"Pulkovo 1942 / Gauss-Kruger CM 9E",9001,4284,16302,9807,1,0,8807,0,9001,8805,1,9201,8806,500000,9001,8802,9,9102,8801,0,9102,,,,,,
-2493,"Pulkovo 1942 / Gauss-Kruger CM 15E",9001,4284,16303,9807,1,0,8805,1,9201,8801,0,9102,8807,0,9001,8806,500000,9001,8802,15,9102,,,,,,
-2494,"Pulkovo 1942 / Gauss-Kruger CM 21E",9001,4284,16304,9807,1,0,8805,1,9201,8802,21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2495,"Pulkovo 1942 / Gauss-Kruger CM 27E",9001,4284,16305,9807,1,0,8806,500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-2496,"Pulkovo 1942 / Gauss-Kruger CM 33E",9001,4284,16306,9807,1,0,8801,0,9102,8807,0,9001,8802,33,9102,8806,500000,9001,8805,1,9201,,,,,,
-2497,"Pulkovo 1942 / Gauss-Kruger CM 39E",9001,4284,16307,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,39,9102,8807,0,9001,,,,,,
-2498,"Pulkovo 1942 / Gauss-Kruger CM 45E",9001,4284,16308,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-2499,"Pulkovo 1942 / Gauss-Kruger CM 51E",9001,4284,16309,9807,1,0,8801,0,9102,8802,51,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2500,"Pulkovo 1942 / Gauss-Kruger CM 57E",9001,4284,16310,9807,1,0,8802,57,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2501,"Pulkovo 1942 / Gauss-Kruger CM 63E",9001,4284,16311,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,63,9102,,,,,,
-2502,"Pulkovo 1942 / Gauss-Kruger CM 69E",9001,4284,16312,9807,1,0,8801,0,9102,8805,1,9201,8802,69,9102,8806,500000,9001,8807,0,9001,,,,,,
-2503,"Pulkovo 1942 / Gauss-Kruger CM 75E",9001,4284,16313,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2504,"Pulkovo 1942 / Gauss-Kruger CM 81E",9001,4284,16314,9807,1,0,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-2505,"Pulkovo 1942 / Gauss-Kruger CM 87E",9001,4284,16315,9807,1,0,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-2506,"Pulkovo 1942 / Gauss-Kruger CM 93E",9001,4284,16316,9807,1,0,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-2507,"Pulkovo 1942 / Gauss-Kruger CM 99E",9001,4284,16317,9807,1,0,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2508,"Pulkovo 1942 / Gauss-Kruger CM 105E",9001,4284,16318,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2509,"Pulkovo 1942 / Gauss-Kruger CM 111E",9001,4284,16319,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-2510,"Pulkovo 1942 / Gauss-Kruger CM 117E",9001,4284,16320,9807,1,0,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2511,"Pulkovo 1942 / Gauss-Kruger CM 123E",9001,4284,16321,9807,1,0,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-2512,"Pulkovo 1942 / Gauss-Kruger CM 129E",9001,4284,16322,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-2513,"Pulkovo 1942 / Gauss-Kruger CM 135E",9001,4284,16323,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-2514,"Pulkovo 1942 / Gauss-Kruger CM 141E",9001,4284,16324,9807,1,0,8806,500000,9001,8805,1,9201,8802,141,9102,8801,0,9102,8807,0,9001,,,,,,
-2515,"Pulkovo 1942 / Gauss-Kruger CM 147E",9001,4284,16325,9807,1,0,8802,147,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2516,"Pulkovo 1942 / Gauss-Kruger CM 153E",9001,4284,16326,9807,1,0,8802,153,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2517,"Pulkovo 1942 / Gauss-Kruger CM 159E",9001,4284,16327,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,,,,,,
-2518,"Pulkovo 1942 / Gauss-Kruger CM 165E",9001,4284,16328,9807,1,0,8806,500000,9001,8805,1,9201,8802,165,9102,8807,0,9001,8801,0,9102,,,,,,
-2519,"Pulkovo 1942 / Gauss-Kruger CM 171E",9001,4284,16329,9807,1,0,8805,1,9201,8802,171,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2520,"Pulkovo 1942 / Gauss-Kruger CM 177E",9001,4284,16330,9807,1,0,8801,0,9102,8807,0,9001,8802,177,9102,8806,500000,9001,8805,1,9201,,,,,,
-2521,"Pulkovo 1942 / Gauss-Kruger CM 177W",9001,4284,16331,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,8802,-177,9102,,,,,,
-2522,"Pulkovo 1942 / Gauss-Kruger CM 171W",9001,4284,16332,9807,1,0,8806,500000,9001,8805,1,9201,8802,-171,9102,8801,0,9102,8807,0,9001,,,,,,
-2523,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 7",9001,4284,16267,9807,1,0,8806,7500000,9001,8805,1,9201,8802,21,9102,8801,0,9102,8807,0,9001,,,,,,
-2524,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 8",9001,4284,16268,9807,1,0,8802,24,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,8500000,9001,,,,,,
-2525,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 9",9001,4284,16269,9807,1,0,8806,9500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-2526,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 10",9001,4284,16270,9807,1,0,8807,0,9001,8806,10500000,9001,8801,0,9102,8805,1,9201,8802,30,9102,,,,,,
-2527,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 11",9001,4284,16271,9807,1,0,8805,1,9201,8802,33,9102,8801,0,9102,8806,11500000,9001,8807,0,9001,,,,,,
-2528,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 12",9001,4284,16272,9807,1,0,8806,12500000,9001,8805,1,9201,8802,36,9102,8801,0,9102,8807,0,9001,,,,,,
-2529,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 13",9001,4284,16273,9807,1,0,8801,0,9102,8807,0,9001,8802,39,9102,8806,13500000,9001,8805,1,9201,,,,,,
-2530,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 14",9001,4284,16274,9807,1,0,8801,0,9102,8806,14500000,9001,8805,1,9201,8802,42,9102,8807,0,9001,,,,,,
-2531,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 15",9001,4284,16275,9807,1,0,8807,0,9001,8806,15500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-2532,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 16",9001,4284,16276,9807,1,0,8805,1,9201,8802,48,9102,8801,0,9102,8807,0,9001,8806,16500000,9001,,,,,,
-2533,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 17",9001,4284,16277,9807,1,0,8802,51,9102,8801,0,9102,8807,0,9001,8806,17500000,9001,8805,1,9201,,,,,,
-2534,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 18",9001,4284,16278,9807,1,0,8807,0,9001,8806,18500000,9001,8801,0,9102,8805,1,9201,8802,54,9102,,,,,,
-2535,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 19",9001,4284,16279,9807,1,0,8801,0,9102,8805,1,9201,8802,57,9102,8806,19500000,9001,8807,0,9001,,,,,,
-2536,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 20",9001,4284,16280,9807,1,0,8805,1,9201,8802,60,9102,8801,0,9102,8807,0,9001,8806,20500000,9001,,,,,,
-2537,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 21",9001,4284,16281,9807,1,0,8801,0,9102,8807,0,9001,8802,63,9102,8806,21500000,9001,8805,1,9201,,,,,,
-2538,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 22",9001,4284,16282,9807,1,0,8805,1,9201,8802,66,9102,8801,0,9102,8806,22500000,9001,8807,0,9001,,,,,,
-2539,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 23",9001,4284,16283,9807,1,0,8806,23500000,9001,8805,1,9201,8802,69,9102,8801,0,9102,8807,0,9001,,,,,,
-2540,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 24",9001,4284,16284,9807,1,0,8802,72,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,24500000,9001,,,,,,
-2541,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 25",9001,4284,16285,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,25500000,9001,,,,,,
-2542,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 26",9001,4284,16286,9807,1,0,8807,0,9001,8806,26500000,9001,8801,0,9102,8805,1,9201,8802,78,9102,,,,,,
-2543,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 27",9001,4284,16287,9807,1,0,8805,1,9201,8802,81,9102,8801,0,9102,8806,27500000,9001,8807,0,9001,,,,,,
-2544,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 28",9001,4284,16288,9807,1,0,8807,0,9001,8806,28500000,9001,8805,1,9201,8802,84,9102,8801,0,9102,,,,,,
-2545,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 29",9001,4284,16289,9807,1,0,8801,0,9102,8807,0,9001,8802,87,9102,8806,29500000,9001,8805,1,9201,,,,,,
-2546,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 30",9001,4284,16290,9807,1,0,8801,0,9102,8806,30500000,9001,8805,1,9201,8802,90,9102,8807,0,9001,,,,,,
-2547,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 31",9001,4284,16291,9807,1,0,8807,0,9001,8806,31500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,,,,,,
-2548,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 32",9001,4284,16292,9807,1,0,8802,96,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,32500000,9001,,,,,,
-2549,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 33",9001,4284,16293,9807,1,0,8802,99,9102,8801,0,9102,8807,0,9001,8806,33500000,9001,8805,1,9201,,,,,,
-2550,"Samboja / UTM zone 50S",9001,4125,16150,9807,1,1,8801,0,9102,8805,0.9996,9201,8802,117,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-2551,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 34",9001,4284,16294,9807,1,0,8807,0,9001,8806,34500000,9001,8801,0,9102,8805,1,9201,8802,102,9102,,,,,,
-2552,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 35",9001,4284,16295,9807,1,0,8802,105,9102,8801,0,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
-2553,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 36",9001,4284,16296,9807,1,0,8805,1,9201,8802,108,9102,8801,0,9102,8807,0,9001,8806,36500000,9001,,,,,,
-2554,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 37",9001,4284,16297,9807,1,0,8801,0,9102,8807,0,9001,8802,111,9102,8806,37500000,9001,8805,1,9201,,,,,,
-2555,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 38",9001,4284,16298,9807,1,0,8802,114,9102,8801,0,9102,8806,38500000,9001,8805,1,9201,8807,0,9001,,,,,,
-2556,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 39",9001,4284,16299,9807,1,0,8806,39500000,9001,8805,1,9201,8802,117,9102,8801,0,9102,8807,0,9001,,,,,,
-2557,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 40",9001,4284,16070,9807,1,0,8807,0,9001,8806,40500000,9001,8801,0,9102,8805,1,9201,8802,120,9102,,,,,,
-2558,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 41",9001,4284,16071,9807,1,0,8805,1,9201,8802,123,9102,8801,0,9102,8806,41500000,9001,8807,0,9001,,,,,,
-2559,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 42",9001,4284,16072,9807,1,0,8807,0,9001,8806,42500000,9001,8805,1,9201,8802,126,9102,8801,0,9102,,,,,,
-2560,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 43",9001,4284,16073,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,43500000,9001,8805,1,9201,,,,,,
-2561,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 44",9001,4284,16074,9807,1,0,8801,0,9102,8806,44500000,9001,8805,1,9201,8802,132,9102,8807,0,9001,,,,,,
-2562,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 45",9001,4284,16075,9807,1,0,8807,0,9001,8806,45500000,9001,8805,1,9201,8802,135,9102,8801,0,9102,,,,,,
-2563,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 46",9001,4284,16076,9807,1,0,8802,138,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,46500000,9001,,,,,,
-2564,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 47",9001,4284,16077,9807,1,0,8802,141,9102,8801,0,9102,8807,0,9001,8806,47500000,9001,8805,1,9201,,,,,,
-2565,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 48",9001,4284,16078,9807,1,0,8807,0,9001,8806,48500000,9001,8801,0,9102,8805,1,9201,8802,144,9102,,,,,,
-2566,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 49",9001,4284,16079,9807,1,0,8807,0,9001,8806,49500000,9001,8805,1,9201,8802,147,9102,8801,0,9102,,,,,,
-2567,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 50",9001,4284,16080,9807,1,0,8801,0,9102,8805,1,9201,8802,150,9102,8807,0,9001,8806,50500000,9001,,,,,,
-2568,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 51",9001,4284,16081,9807,1,0,8801,0,9102,8807,0,9001,8802,153,9102,8806,51500000,9001,8805,1,9201,,,,,,
-2569,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 52",9001,4284,16082,9807,1,0,8802,156,9102,8801,0,9102,8806,52500000,9001,8805,1,9201,8807,0,9001,,,,,,
-2570,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 53",9001,4284,16083,9807,1,0,8806,53500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,8807,0,9001,,,,,,
-2571,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 54",9001,4284,16084,9807,1,0,8802,162,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,54500000,9001,,,,,,
-2572,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 55",9001,4284,16085,9807,1,0,8806,55500000,9001,8805,1,9201,8802,165,9102,8801,0,9102,8807,0,9001,,,,,,
-2573,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 56",9001,4284,16086,9807,1,0,8807,0,9001,8806,56500000,9001,8801,0,9102,8805,1,9201,8802,168,9102,,,,,,
-2574,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 57",9001,4284,16087,9807,1,0,8805,1,9201,8802,171,9102,8801,0,9102,8806,57500000,9001,8807,0,9001,,,,,,
-2575,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 58",9001,4284,16088,9807,1,0,8806,58500000,9001,8805,1,9201,8802,174,9102,8801,0,9102,8807,0,9001,,,,,,
-2576,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 59",9001,4284,16089,9807,1,0,8801,0,9102,8807,0,9001,8802,177,9102,8806,59500000,9001,8805,1,9201,,,,,,
-2577,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 60",9001,4284,16090,9807,1,1,8801,0,9102,8806,60000000,9001,8805,1,9201,8802,180,9102,8807,0,9001,,,,,,
-2578,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 61",9001,4284,16091,9807,1,0,8807,0,9001,8806,61500000,9001,8805,1,9201,8802,-177,9102,8801,0,9102,,,,,,
-2579,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 62",9001,4284,16092,9807,1,0,8802,-174,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,62500000,9001,,,,,,
-2580,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 63",9001,4284,16093,9807,1,0,8802,-171,9102,8801,0,9102,8807,0,9001,8806,63500000,9001,8805,1,9201,,,,,,
-2581,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 64",9001,4284,16094,9807,1,0,8807,0,9001,8806,64500000,9001,8801,0,9102,8805,1,9201,8802,-168,9102,,,,,,
-2582,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 21E",9001,4284,16304,9807,1,0,8805,1,9201,8802,21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2583,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 24E",9001,4284,16368,9807,1,0,8805,1,9201,8802,24,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2584,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 27E",9001,4284,16305,9807,1,0,8806,500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-2585,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 30E",9001,4284,16370,9807,1,0,8801,0,9102,8807,0,9001,8802,30,9102,8806,500000,9001,8805,1,9201,,,,,,
-2586,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 33E",9001,4284,16306,9807,1,0,8801,0,9102,8807,0,9001,8802,33,9102,8806,500000,9001,8805,1,9201,,,,,,
-2587,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 36E",9001,4284,16372,9807,1,0,8805,1,9201,8807,0,9001,8806,500000,9001,8802,36,9102,8801,0,9102,,,,,,
-2588,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 39E",9001,4284,16307,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,39,9102,8807,0,9001,,,,,,
-2589,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 42E",9001,4284,16374,9807,1,0,8802,42,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2590,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 45E",9001,4284,16308,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-2591,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 48E",9001,4284,16376,9807,1,0,8801,0,9102,8805,1,9201,8802,48,9102,8806,500000,9001,8807,0,9001,,,,,,
-2592,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 51E",9001,4284,16309,9807,1,0,8801,0,9102,8802,51,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2593,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 54E",9001,4284,16378,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,54,9102,,,,,,
-2594,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 57E",9001,4284,16310,9807,1,0,8802,57,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2595,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 60E",9001,4284,16380,9807,1,0,8806,500000,9001,8805,1,9201,8802,60,9102,8801,0,9102,8807,0,9001,,,,,,
-2596,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 63E",9001,4284,16311,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,63,9102,,,,,,
-2597,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 66E",9001,4284,16382,9807,1,0,8802,66,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2598,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 69E",9001,4284,16312,9807,1,0,8801,0,9102,8805,1,9201,8802,69,9102,8806,500000,9001,8807,0,9001,,,,,,
-2599,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 72E",9001,4284,16384,9807,1,0,8805,1,9201,8802,72,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2600,Lietuvos Koordinoei Sistema 1994,9001,4669,19934,9807,1,1,8805,0.9998,9201,8802,24,9102,8806,500000,9001,8801,0,9102,8807,0,9001,,,,,,
-2601,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 75E",9001,4284,16313,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2602,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 78E",9001,4284,16386,9807,1,0,8801,0,9102,8807,0,9001,8802,78,9102,8806,500000,9001,8805,1,9201,,,,,,
-2603,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 81E",9001,4284,16314,9807,1,0,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-2604,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 84E",9001,4284,16388,9807,1,0,8806,500000,9001,8805,1,9201,8802,84,9102,8801,0,9102,8807,0,9001,,,,,,
-2605,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 87E",9001,4284,16315,9807,1,0,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-2606,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 90E",9001,4284,16390,9807,1,0,8802,90,9102,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,,,,,,
-2607,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 93E",9001,4284,16316,9807,1,0,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-2608,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 96E",9001,4284,16392,9807,1,0,8801,0,9102,8802,96,9102,8806,500000,9001,8807,0,9001,8805,1,9201,,,,,,
-2609,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 99E",9001,4284,16317,9807,1,0,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2610,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 102E",9001,4284,16394,9807,1,0,8801,0,9102,8807,0,9001,8802,102,9102,8806,500000,9001,8805,1,9201,,,,,,
-2611,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 105E",9001,4284,16318,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2612,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 108E",9001,4284,16396,9807,1,0,8806,500000,9001,8805,1,9201,8802,108,9102,8801,0,9102,8807,0,9001,,,,,,
-2613,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 111E",9001,4284,16319,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-2614,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 114E",9001,4284,16398,9807,1,0,8801,0,9102,8805,1,9201,8806,500000,9001,8802,114,9102,8807,0,9001,,,,,,
-2615,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 117E",9001,4284,16320,9807,1,0,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2616,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 120E",9001,4284,16170,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,120,9102,8801,0,9102,,,,,,
-2617,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 123E",9001,4284,16321,9807,1,0,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-2618,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 126E",9001,4284,16172,9807,1,0,8802,126,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2619,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 129E",9001,4284,16322,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-2620,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 132E",9001,4284,16174,9807,1,0,8802,132,9102,8801,0,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-2621,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 135E",9001,4284,16323,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-2622,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 138E",9001,4284,16176,9807,1,0,8801,0,9102,8807,0,9001,8802,138,9102,8806,500000,9001,8805,1,9201,,,,,,
-2623,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 141E",9001,4284,16324,9807,1,0,8806,500000,9001,8805,1,9201,8802,141,9102,8801,0,9102,8807,0,9001,,,,,,
-2624,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 144E",9001,4284,16178,9807,1,0,8806,500000,9001,8805,1,9201,8802,144,9102,8801,0,9102,8807,0,9001,,,,,,
-2625,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 147E",9001,4284,16325,9807,1,0,8802,147,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2626,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 150E",9001,4284,16180,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,150,9102,8801,0,9102,,,,,,
-2627,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 153E",9001,4284,16326,9807,1,0,8802,153,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2628,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 156E",9001,4284,16182,9807,1,0,8805,1,9201,8802,156,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2629,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 159E",9001,4284,16327,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,,,,,,
-2630,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 162E",9001,4284,16184,9807,1,0,8801,0,9102,8807,0,9001,8802,162,9102,8806,500000,9001,8805,1,9201,,,,,,
-2631,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 165E",9001,4284,16328,9807,1,0,8806,500000,9001,8805,1,9201,8802,165,9102,8807,0,9001,8801,0,9102,,,,,,
-2632,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 168E",9001,4284,16186,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,168,9102,8801,0,9102,,,,,,
-2633,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 171E",9001,4284,16329,9807,1,0,8805,1,9201,8802,171,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2634,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 174E",9001,4284,16188,9807,1,0,8802,174,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2635,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 177E",9001,4284,16330,9807,1,0,8801,0,9102,8807,0,9001,8802,177,9102,8806,500000,9001,8805,1,9201,,,,,,
-2636,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 180E",9001,4284,16190,9807,1,0,8801,0,9102,8805,1,9201,8802,180,9102,8806,500000,9001,8807,0,9001,,,,,,
-2637,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 177W",9001,4284,16331,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,8802,-177,9102,,,,,,
-2638,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 174W",9001,4284,16192,9807,1,0,8801,0,9102,8807,0,9001,8802,-174,9102,8806,500000,9001,8805,1,9201,,,,,,
-2639,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 171W",9001,4284,16332,9807,1,0,8806,500000,9001,8805,1,9201,8802,-171,9102,8801,0,9102,8807,0,9001,,,,,,
-2640,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 168W",9001,4284,16194,9807,1,0,8802,-168,9102,8807,0,9001,8805,1,9201,8806,500000,9001,8801,0,9102,,,,,,
-2641,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 7",9001,4200,16267,9807,1,0,8806,7500000,9001,8805,1,9201,8802,21,9102,8801,0,9102,8807,0,9001,,,,,,
-2642,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 8",9001,4200,16268,9807,1,0,8802,24,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,8500000,9001,,,,,,
-2643,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 9",9001,4200,16269,9807,1,0,8806,9500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-2644,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 10",9001,4200,16270,9807,1,0,8807,0,9001,8806,10500000,9001,8801,0,9102,8805,1,9201,8802,30,9102,,,,,,
-2645,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 11",9001,4200,16271,9807,1,0,8805,1,9201,8802,33,9102,8801,0,9102,8806,11500000,9001,8807,0,9001,,,,,,
-2646,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 12",9001,4200,16272,9807,1,0,8806,12500000,9001,8805,1,9201,8802,36,9102,8801,0,9102,8807,0,9001,,,,,,
-2647,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 13",9001,4200,16273,9807,1,0,8801,0,9102,8807,0,9001,8802,39,9102,8806,13500000,9001,8805,1,9201,,,,,,
-2648,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 14",9001,4200,16274,9807,1,0,8801,0,9102,8806,14500000,9001,8805,1,9201,8802,42,9102,8807,0,9001,,,,,,
-2649,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 15",9001,4200,16275,9807,1,0,8807,0,9001,8806,15500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-2650,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 16",9001,4200,16276,9807,1,0,8805,1,9201,8802,48,9102,8801,0,9102,8807,0,9001,8806,16500000,9001,,,,,,
-2651,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 17",9001,4200,16277,9807,1,0,8802,51,9102,8801,0,9102,8807,0,9001,8806,17500000,9001,8805,1,9201,,,,,,
-2652,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 18",9001,4200,16278,9807,1,0,8807,0,9001,8806,18500000,9001,8801,0,9102,8805,1,9201,8802,54,9102,,,,,,
-2653,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 19",9001,4200,16279,9807,1,0,8801,0,9102,8805,1,9201,8802,57,9102,8806,19500000,9001,8807,0,9001,,,,,,
-2654,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 20",9001,4200,16280,9807,1,0,8805,1,9201,8802,60,9102,8801,0,9102,8807,0,9001,8806,20500000,9001,,,,,,
-2655,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 21",9001,4200,16281,9807,1,0,8801,0,9102,8807,0,9001,8802,63,9102,8806,21500000,9001,8805,1,9201,,,,,,
-2656,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 22",9001,4200,16282,9807,1,0,8805,1,9201,8802,66,9102,8801,0,9102,8806,22500000,9001,8807,0,9001,,,,,,
-2657,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 23",9001,4200,16283,9807,1,0,8806,23500000,9001,8805,1,9201,8802,69,9102,8801,0,9102,8807,0,9001,,,,,,
-2658,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 24",9001,4200,16284,9807,1,0,8802,72,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,24500000,9001,,,,,,
-2659,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 25",9001,4200,16285,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,25500000,9001,,,,,,
-2660,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 26",9001,4200,16286,9807,1,0,8807,0,9001,8806,26500000,9001,8801,0,9102,8805,1,9201,8802,78,9102,,,,,,
-2661,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 27",9001,4200,16287,9807,1,0,8805,1,9201,8802,81,9102,8801,0,9102,8806,27500000,9001,8807,0,9001,,,,,,
-2662,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 28",9001,4200,16288,9807,1,0,8807,0,9001,8806,28500000,9001,8805,1,9201,8802,84,9102,8801,0,9102,,,,,,
-2663,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 29",9001,4200,16289,9807,1,0,8801,0,9102,8807,0,9001,8802,87,9102,8806,29500000,9001,8805,1,9201,,,,,,
-2664,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 30",9001,4200,16290,9807,1,0,8801,0,9102,8806,30500000,9001,8805,1,9201,8802,90,9102,8807,0,9001,,,,,,
-2665,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 31",9001,4200,16291,9807,1,0,8807,0,9001,8806,31500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,,,,,,
-2666,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 32",9001,4200,16292,9807,1,0,8802,96,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,32500000,9001,,,,,,
-2667,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 33",9001,4200,16293,9807,1,0,8802,99,9102,8801,0,9102,8807,0,9001,8806,33500000,9001,8805,1,9201,,,,,,
-2668,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 34",9001,4200,16294,9807,1,0,8807,0,9001,8806,34500000,9001,8801,0,9102,8805,1,9201,8802,102,9102,,,,,,
-2669,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 35",9001,4200,16295,9807,1,0,8802,105,9102,8801,0,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
-2670,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 36",9001,4200,16296,9807,1,0,8805,1,9201,8802,108,9102,8801,0,9102,8807,0,9001,8806,36500000,9001,,,,,,
-2671,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 37",9001,4200,16297,9807,1,0,8801,0,9102,8807,0,9001,8802,111,9102,8806,37500000,9001,8805,1,9201,,,,,,
-2672,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 38",9001,4200,16298,9807,1,0,8802,114,9102,8801,0,9102,8806,38500000,9001,8805,1,9201,8807,0,9001,,,,,,
-2673,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 39",9001,4200,16299,9807,1,0,8806,39500000,9001,8805,1,9201,8802,117,9102,8801,0,9102,8807,0,9001,,,,,,
-2674,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 40",9001,4200,16070,9807,1,0,8807,0,9001,8806,40500000,9001,8801,0,9102,8805,1,9201,8802,120,9102,,,,,,
-2675,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 41",9001,4200,16071,9807,1,0,8805,1,9201,8802,123,9102,8801,0,9102,8806,41500000,9001,8807,0,9001,,,,,,
-2676,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 42",9001,4200,16072,9807,1,0,8807,0,9001,8806,42500000,9001,8805,1,9201,8802,126,9102,8801,0,9102,,,,,,
-2677,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 43",9001,4200,16073,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,43500000,9001,8805,1,9201,,,,,,
-2678,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 44",9001,4200,16074,9807,1,0,8801,0,9102,8806,44500000,9001,8805,1,9201,8802,132,9102,8807,0,9001,,,,,,
-2679,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 45",9001,4200,16075,9807,1,0,8807,0,9001,8806,45500000,9001,8805,1,9201,8802,135,9102,8801,0,9102,,,,,,
-2680,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 46",9001,4200,16076,9807,1,0,8802,138,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,46500000,9001,,,,,,
-2681,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 47",9001,4200,16077,9807,1,0,8802,141,9102,8801,0,9102,8807,0,9001,8806,47500000,9001,8805,1,9201,,,,,,
-2682,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 48",9001,4200,16078,9807,1,0,8807,0,9001,8806,48500000,9001,8801,0,9102,8805,1,9201,8802,144,9102,,,,,,
-2683,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 49",9001,4200,16079,9807,1,0,8807,0,9001,8806,49500000,9001,8805,1,9201,8802,147,9102,8801,0,9102,,,,,,
-2684,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 50",9001,4200,16080,9807,1,0,8801,0,9102,8805,1,9201,8802,150,9102,8807,0,9001,8806,50500000,9001,,,,,,
-2685,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 51",9001,4200,16081,9807,1,0,8801,0,9102,8807,0,9001,8802,153,9102,8806,51500000,9001,8805,1,9201,,,,,,
-2686,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 52",9001,4200,16082,9807,1,0,8802,156,9102,8801,0,9102,8806,52500000,9001,8805,1,9201,8807,0,9001,,,,,,
-2687,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 53",9001,4200,16083,9807,1,0,8806,53500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,8807,0,9001,,,,,,
-2688,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 54",9001,4200,16084,9807,1,0,8802,162,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,54500000,9001,,,,,,
-2689,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 55",9001,4200,16085,9807,1,0,8806,55500000,9001,8805,1,9201,8802,165,9102,8801,0,9102,8807,0,9001,,,,,,
-2690,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 56",9001,4200,16086,9807,1,0,8807,0,9001,8806,56500000,9001,8801,0,9102,8805,1,9201,8802,168,9102,,,,,,
-2691,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 57",9001,4200,16087,9807,1,0,8805,1,9201,8802,171,9102,8801,0,9102,8806,57500000,9001,8807,0,9001,,,,,,
-2692,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 58",9001,4200,16088,9807,1,0,8806,58500000,9001,8805,1,9201,8802,174,9102,8801,0,9102,8807,0,9001,,,,,,
-2693,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 59",9001,4200,16089,9807,1,0,8801,0,9102,8807,0,9001,8802,177,9102,8806,59500000,9001,8805,1,9201,,,,,,
-2694,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 60",9001,4200,16090,9807,1,1,8801,0,9102,8806,60000000,9001,8805,1,9201,8802,180,9102,8807,0,9001,,,,,,
-2695,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 61",9001,4200,16091,9807,1,0,8807,0,9001,8806,61500000,9001,8805,1,9201,8802,-177,9102,8801,0,9102,,,,,,
-2696,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 62",9001,4200,16092,9807,1,0,8802,-174,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,62500000,9001,,,,,,
-2697,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 63",9001,4200,16093,9807,1,0,8802,-171,9102,8801,0,9102,8807,0,9001,8806,63500000,9001,8805,1,9201,,,,,,
-2698,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 64",9001,4200,16094,9807,1,0,8807,0,9001,8806,64500000,9001,8801,0,9102,8805,1,9201,8802,-168,9102,,,,,,
-2699,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 21E",9001,4200,16304,9807,1,0,8805,1,9201,8802,21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2700,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 24E",9001,4200,16368,9807,1,0,8805,1,9201,8802,24,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2701,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 27E",9001,4200,16305,9807,1,0,8806,500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-2702,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 30E",9001,4200,16370,9807,1,0,8801,0,9102,8807,0,9001,8802,30,9102,8806,500000,9001,8805,1,9201,,,,,,
-2703,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 33E",9001,4200,16306,9807,1,0,8801,0,9102,8807,0,9001,8802,33,9102,8806,500000,9001,8805,1,9201,,,,,,
-2704,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 36E",9001,4200,16372,9807,1,0,8805,1,9201,8807,0,9001,8806,500000,9001,8802,36,9102,8801,0,9102,,,,,,
-2705,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 39E",9001,4200,16307,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,39,9102,8807,0,9001,,,,,,
-2706,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 42E",9001,4200,16374,9807,1,0,8802,42,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2707,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 45E",9001,4200,16308,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-2708,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 48E",9001,4200,16376,9807,1,0,8801,0,9102,8805,1,9201,8802,48,9102,8806,500000,9001,8807,0,9001,,,,,,
-2709,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 51E",9001,4200,16309,9807,1,0,8801,0,9102,8802,51,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2710,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 54E",9001,4200,16378,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,54,9102,,,,,,
-2711,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 57E",9001,4200,16310,9807,1,0,8802,57,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2712,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 60E",9001,4200,16380,9807,1,0,8806,500000,9001,8805,1,9201,8802,60,9102,8801,0,9102,8807,0,9001,,,,,,
-2713,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 63E",9001,4200,16311,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,63,9102,,,,,,
-2714,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 66E",9001,4200,16382,9807,1,0,8802,66,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2715,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 69E",9001,4200,16312,9807,1,0,8801,0,9102,8805,1,9201,8802,69,9102,8806,500000,9001,8807,0,9001,,,,,,
-2716,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 72E",9001,4200,16384,9807,1,0,8805,1,9201,8802,72,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2717,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 75E",9001,4200,16313,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2718,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 78E",9001,4200,16386,9807,1,0,8801,0,9102,8807,0,9001,8802,78,9102,8806,500000,9001,8805,1,9201,,,,,,
-2719,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 81E",9001,4200,16314,9807,1,0,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-2720,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 84E",9001,4200,16388,9807,1,0,8806,500000,9001,8805,1,9201,8802,84,9102,8801,0,9102,8807,0,9001,,,,,,
-2721,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 87E",9001,4200,16315,9807,1,0,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-2722,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 90E",9001,4200,16390,9807,1,0,8802,90,9102,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,,,,,,
-2723,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 93E",9001,4200,16316,9807,1,0,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-2724,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 96E",9001,4200,16392,9807,1,0,8801,0,9102,8802,96,9102,8806,500000,9001,8807,0,9001,8805,1,9201,,,,,,
-2725,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 99E",9001,4200,16317,9807,1,0,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2726,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 102E",9001,4200,16394,9807,1,0,8801,0,9102,8807,0,9001,8802,102,9102,8806,500000,9001,8805,1,9201,,,,,,
-2727,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 105E",9001,4200,16318,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2728,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 108E",9001,4200,16396,9807,1,0,8806,500000,9001,8805,1,9201,8802,108,9102,8801,0,9102,8807,0,9001,,,,,,
-2729,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 111E",9001,4200,16319,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-2730,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 114E",9001,4200,16398,9807,1,0,8801,0,9102,8805,1,9201,8806,500000,9001,8802,114,9102,8807,0,9001,,,,,,
-2731,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 117E",9001,4200,16320,9807,1,0,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2732,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 120E",9001,4200,16170,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,120,9102,8801,0,9102,,,,,,
-2733,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 123E",9001,4200,16321,9807,1,0,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-2734,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 126E",9001,4200,16172,9807,1,0,8802,126,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2735,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 129E",9001,4200,16322,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-2736,"Tete / UTM zone 36S",9001,4127,16136,9807,1,0,8801,0,9102,8807,10000000,9001,8802,33,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-2737,"Tete / UTM zone 37S",9001,4127,16137,9807,1,0,8802,39,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-2738,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 132E",9001,4200,16174,9807,1,0,8802,132,9102,8801,0,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-2739,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 135E",9001,4200,16323,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-2740,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 138E",9001,4200,16176,9807,1,0,8801,0,9102,8807,0,9001,8802,138,9102,8806,500000,9001,8805,1,9201,,,,,,
-2741,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 141E",9001,4200,16324,9807,1,0,8806,500000,9001,8805,1,9201,8802,141,9102,8801,0,9102,8807,0,9001,,,,,,
-2742,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 144E",9001,4200,16178,9807,1,0,8806,500000,9001,8805,1,9201,8802,144,9102,8801,0,9102,8807,0,9001,,,,,,
-2743,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 147E",9001,4200,16325,9807,1,0,8802,147,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-2744,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 150E",9001,4200,16180,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,150,9102,8801,0,9102,,,,,,
-2745,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 153E",9001,4200,16326,9807,1,0,8802,153,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2746,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 156E",9001,4200,16182,9807,1,0,8805,1,9201,8802,156,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-2747,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 159E",9001,4200,16327,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,,,,,,
-2748,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 162E",9001,4200,16184,9807,1,0,8801,0,9102,8807,0,9001,8802,162,9102,8806,500000,9001,8805,1,9201,,,,,,
-2749,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 165E",9001,4200,16328,9807,1,0,8806,500000,9001,8805,1,9201,8802,165,9102,8807,0,9001,8801,0,9102,,,,,,
-2750,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 168E",9001,4200,16186,9807,1,0,8807,0,9001,8806,500000,9001,8805,1,9201,8802,168,9102,8801,0,9102,,,,,,
-2751,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 171E",9001,4200,16329,9807,1,0,8805,1,9201,8802,171,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-2752,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 174E",9001,4200,16188,9807,1,0,8802,174,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-2753,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 177E",9001,4200,16330,9807,1,0,8801,0,9102,8807,0,9001,8802,177,9102,8806,500000,9001,8805,1,9201,,,,,,
-2754,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 180E",9001,4200,16190,9807,1,0,8801,0,9102,8805,1,9201,8802,180,9102,8806,500000,9001,8807,0,9001,,,,,,
-2755,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 177W",9001,4200,16331,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,8802,-177,9102,,,,,,
-2756,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 174W",9001,4200,16192,9807,1,0,8801,0,9102,8807,0,9001,8802,-174,9102,8806,500000,9001,8805,1,9201,,,,,,
-2757,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 171W",9001,4200,16332,9807,1,0,8806,500000,9001,8805,1,9201,8802,-171,9102,8801,0,9102,8807,0,9001,,,,,,
-2758,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 168W",9001,4200,16194,9807,1,0,8802,-168,9102,8807,0,9001,8805,1,9201,8806,500000,9001,8801,0,9102,,,,,,
-2759,"NAD83(HARN) / Alabama East",9001,4152,10131,9807,1,0,8801,30.3,9110,8802,-85.5,9110,8805,0.99996,9201,8806,200000,9001,8807,0,9001,,,,,,
-2760,"NAD83(HARN) / Alabama West",9001,4152,10132,9807,1,0,8801,30,9110,8802,-87.3,9110,8805,0.999933333,9201,8806,600000,9001,8807,0,9001,,,,,,
-2761,"NAD83(HARN) / Arizona East",9001,4152,10231,9807,1,0,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
-2762,"NAD83(HARN) / Arizona Central",9001,4152,10232,9807,1,0,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
-2763,"NAD83(HARN) / Arizona West",9001,4152,10233,9807,1,0,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,213360,9001,8807,0,9001,,,,,,
-2764,"NAD83(HARN) / Arkansas North",9001,4152,10331,9802,1,0,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,400000,9001,8827,0,9001,,,
-2765,"NAD83(HARN) / Arkansas South",9001,4152,10332,9802,1,0,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,400000,9001,8827,400000,9001,,,
-2766,"NAD83(HARN) / California zone 1",9001,4152,10431,9802,1,0,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,2000000,9001,8827,500000,9001,,,
-2767,"NAD83(HARN) / California zone 2",9001,4152,10432,9802,1,0,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,2000000,9001,8827,500000,9001,,,
-2768,"NAD83(HARN) / California zone 3",9001,4152,10433,9802,1,0,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,2000000,9001,8827,500000,9001,,,
-2769,"NAD83(HARN) / California zone 4",9001,4152,10434,9802,1,0,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,2000000,9001,8827,500000,9001,,,
-2770,"NAD83(HARN) / California zone 5",9001,4152,10435,9802,1,0,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,2000000,9001,8827,500000,9001,,,
-2771,"NAD83(HARN) / California zone 6",9001,4152,10436,9802,1,0,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,2000000,9001,8827,500000,9001,,,
-2772,"NAD83(HARN) / Colorado North",9001,4152,10531,9802,1,0,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
-2773,"NAD83(HARN) / Colorado Central",9001,4152,10532,9802,1,0,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
-2774,"NAD83(HARN) / Colorado South",9001,4152,10533,9802,1,0,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
-2775,"NAD83(HARN) / Connecticut",9001,4152,10630,9802,1,0,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,304800.6096,9001,8827,152400.3048,9001,,,
-2776,"NAD83(HARN) / Delaware",9001,4152,10730,9807,1,0,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,200000,9001,8807,0,9001,,,,,,
-2777,"NAD83(HARN) / Florida East",9001,4152,10931,9807,1,0,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
-2778,"NAD83(HARN) / Florida West",9001,4152,10932,9807,1,0,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
-2779,"NAD83(HARN) / Florida North",9001,4152,10933,9802,1,0,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,600000,9001,8827,0,9001,,,
-2780,"NAD83(HARN) / Georgia East",9001,4152,11031,9807,1,0,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
-2781,"NAD83(HARN) / Georgia West",9001,4152,11032,9807,1,0,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,700000,9001,8807,0,9001,,,,,,
-2782,"NAD83(HARN) / Hawaii zone 1",9001,4152,15131,9807,1,0,8801,18.5,9110,8802,-155.3,9110,8805,0.999966667,9201,8806,500000,9001,8807,0,9001,,,,,,
-2783,"NAD83(HARN) / Hawaii zone 2",9001,4152,15132,9807,1,0,8801,20.2,9110,8802,-156.4,9110,8805,0.999966667,9201,8806,500000,9001,8807,0,9001,,,,,,
-2784,"NAD83(HARN) / Hawaii zone 3",9001,4152,15133,9807,1,0,8801,21.1,9110,8802,-158,9110,8805,0.99999,9201,8806,500000,9001,8807,0,9001,,,,,,
-2785,"NAD83(HARN) / Hawaii zone 4",9001,4152,15134,9807,1,0,8801,21.5,9110,8802,-159.3,9110,8805,0.99999,9201,8806,500000,9001,8807,0,9001,,,,,,
-2786,"NAD83(HARN) / Hawaii zone 5",9001,4152,15135,9807,1,0,8801,21.4,9110,8802,-160.1,9110,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-2787,"NAD83(HARN) / Idaho East",9001,4152,11131,9807,1,0,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,200000,9001,8807,0,9001,,,,,,
-2788,"NAD83(HARN) / Idaho Central",9001,4152,11132,9807,1,0,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,500000,9001,8807,0,9001,,,,,,
-2789,"NAD83(HARN) / Idaho West",9001,4152,11133,9807,1,0,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,800000,9001,8807,0,9001,,,,,,
-2790,"NAD83(HARN) / Illinois East",9001,4152,11231,9807,1,0,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,300000,9001,8807,0,9001,,,,,,
-2791,"NAD83(HARN) / Illinois West",9001,4152,11232,9807,1,0,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,700000,9001,8807,0,9001,,,,,,
-2792,"NAD83(HARN) / Indiana East",9001,4152,11331,9807,1,0,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,100000,9001,8807,250000,9001,,,,,,
-2793,"NAD83(HARN) / Indiana West",9001,4152,11332,9807,1,0,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,900000,9001,8807,250000,9001,,,,,,
-2794,"NAD83(HARN) / Iowa North",9001,4152,11431,9802,1,0,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,1500000,9001,8827,1000000,9001,,,
-2795,"NAD83(HARN) / Iowa South",9001,4152,11432,9802,1,0,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,500000,9001,8827,0,9001,,,
-2796,"NAD83(HARN) / Kansas North",9001,4152,11531,9802,1,0,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,400000,9001,8827,0,9001,,,
-2797,"NAD83(HARN) / Kansas South",9001,4152,11532,9802,1,0,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,400000,9001,8827,400000,9001,,,
-2798,"NAD83(HARN) / Kentucky North",9001,4152,15303,9802,1,0,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,500000,9001,8827,0,9001,,,
-2799,"NAD83(HARN) / Kentucky South",9001,4152,11632,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,500000,9001,8827,500000,9001,,,
-2800,"NAD83(HARN) / Louisiana North",9001,4152,11731,9802,1,0,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,1000000,9001,8827,0,9001,,,
-2801,"NAD83(HARN) / Louisiana South",9001,4152,11732,9802,1,0,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,1000000,9001,8827,0,9001,,,
-2802,"NAD83(HARN) / Maine East",9001,4152,11831,9807,1,0,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,300000,9001,8807,0,9001,,,,,,
-2803,"NAD83(HARN) / Maine West",9001,4152,11832,9807,1,0,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,900000,9001,8807,0,9001,,,,,,
-2804,"NAD83(HARN) / Maryland",9001,4152,11930,9802,1,0,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,400000,9001,8827,0,9001,,,
-2805,"NAD83(HARN) / Massachusetts Mainland",9001,4152,12031,9802,1,0,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,200000,9001,8827,750000,9001,,,
-2806,"NAD83(HARN) / Massachusetts Island",9001,4152,12032,9802,1,0,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,500000,9001,8827,0,9001,,,
-2807,"NAD83(HARN) / Michigan North",9001,4152,12141,9802,1,0,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,8000000,9001,8827,0,9001,,,
-2808,"NAD83(HARN) / Michigan Central",9001,4152,12142,9802,1,0,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,6000000,9001,8827,0,9001,,,
-2809,"NAD83(HARN) / Michigan South",9001,4152,12143,9802,1,0,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,4000000,9001,8827,0,9001,,,
-2810,"NAD83(HARN) / Minnesota North",9001,4152,12231,9802,1,0,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,800000,9001,8827,100000,9001,,,
-2811,"NAD83(HARN) / Minnesota Central",9001,4152,12232,9802,1,0,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,800000,9001,8827,100000,9001,,,
-2812,"NAD83(HARN) / Minnesota South",9001,4152,12233,9802,1,0,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,800000,9001,8827,100000,9001,,,
-2813,"NAD83(HARN) / Mississippi East",9001,4152,12331,9807,1,0,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,300000,9001,8807,0,9001,,,,,,
-2814,"NAD83(HARN) / Mississippi West",9001,4152,12332,9807,1,0,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,700000,9001,8807,0,9001,,,,,,
-2815,"NAD83(HARN) / Missouri East",9001,4152,12431,9807,1,0,8801,35.5,9110,8802,-90.3,9110,8805,0.999933333,9201,8806,250000,9001,8807,0,9001,,,,,,
-2816,"NAD83(HARN) / Missouri Central",9001,4152,12432,9807,1,0,8801,35.5,9110,8802,-92.3,9110,8805,0.999933333,9201,8806,500000,9001,8807,0,9001,,,,,,
-2817,"NAD83(HARN) / Missouri West",9001,4152,12433,9807,1,0,8801,36.1,9110,8802,-94.3,9110,8805,0.999941177,9201,8806,850000,9001,8807,0,9001,,,,,,
-2818,"NAD83(HARN) / Montana",9001,4152,12530,9802,1,0,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,600000,9001,8827,0,9001,,,
-2819,"NAD83(HARN) / Nebraska",9001,4152,12630,9802,1,0,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,500000,9001,8827,0,9001,,,
-2820,"NAD83(HARN) / Nevada East",9001,4152,12731,9807,1,0,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,200000,9001,8807,8000000,9001,,,,,,
-2821,"NAD83(HARN) / Nevada Central",9001,4152,12732,9807,1,0,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,500000,9001,8807,6000000,9001,,,,,,
-2822,"NAD83(HARN) / Nevada West",9001,4152,12733,9807,1,0,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,800000,9001,8807,4000000,9001,,,,,,
-2823,"NAD83(HARN) / New Hampshire",9001,4152,12830,9807,1,0,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,300000,9001,8807,0,9001,,,,,,
-2824,"NAD83(HARN) / New Jersey",9001,4152,12930,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
-2825,"NAD83(HARN) / New Mexico East",9001,4152,13031,9807,1,0,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,165000,9001,8807,0,9001,,,,,,
-2826,"NAD83(HARN) / New Mexico Central",9001,4152,13032,9807,1,0,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-2827,"NAD83(HARN) / New Mexico West",9001,4152,13033,9807,1,0,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,830000,9001,8807,0,9001,,,,,,
-2828,"NAD83(HARN) / New York East",9001,4152,13131,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
-2829,"NAD83(HARN) / New York Central",9001,4152,13132,9807,1,0,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,250000,9001,8807,0,9001,,,,,,
-2830,"NAD83(HARN) / New York West",9001,4152,13133,9807,1,0,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,350000,9001,8807,0,9001,,,,,,
-2831,"NAD83(HARN) / New York Long Island",9001,4152,13134,9802,1,0,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,300000,9001,8827,0,9001,,,
-2832,"NAD83(HARN) / North Dakota North",9001,4152,13331,9802,1,0,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,600000,9001,8827,0,9001,,,
-2833,"NAD83(HARN) / North Dakota South",9001,4152,13332,9802,1,0,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,600000,9001,8827,0,9001,,,
-2834,"NAD83(HARN) / Ohio North",9001,4152,13431,9802,1,0,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,600000,9001,8827,0,9001,,,
-2835,"NAD83(HARN) / Ohio South",9001,4152,13432,9802,1,0,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,600000,9001,8827,0,9001,,,
-2836,"NAD83(HARN) / Oklahoma North",9001,4152,13531,9802,1,0,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,600000,9001,8827,0,9001,,,
-2837,"NAD83(HARN) / Oklahoma South",9001,4152,13532,9802,1,0,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,600000,9001,8827,0,9001,,,
-2838,"NAD83(HARN) / Oregon North",9001,4152,13631,9802,1,0,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,2500000,9001,8827,0,9001,,,
-2839,"NAD83(HARN) / Oregon South",9001,4152,13632,9802,1,0,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,1500000,9001,8827,0,9001,,,
-2840,"NAD83(HARN) / Rhode Island",9001,4152,13830,9807,1,0,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,100000,9001,8807,0,9001,,,,,,
-2841,"NAD83(HARN) / South Dakota North",9001,4152,14031,9802,1,0,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,600000,9001,8827,0,9001,,,
-2842,"NAD83(HARN) / South Dakota South",9001,4152,14032,9802,1,0,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,600000,9001,8827,0,9001,,,
-2843,"NAD83(HARN) / Tennessee",9001,4152,14130,9802,1,0,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,600000,9001,8827,0,9001,,,
-2844,"NAD83(HARN) / Texas North",9001,4152,14231,9802,1,0,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,200000,9001,8827,1000000,9001,,,
-2845,"NAD83(HARN) / Texas North Central",9001,4152,14232,9802,1,0,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,600000,9001,8827,2000000,9001,,,
-2846,"NAD83(HARN) / Texas Central",9001,4152,14233,9802,1,0,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,700000,9001,8827,3000000,9001,,,
-2847,"NAD83(HARN) / Texas South Central",9001,4152,14234,9802,1,0,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,600000,9001,8827,4000000,9001,,,
-2848,"NAD83(HARN) / Texas South",9001,4152,14235,9802,1,0,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,300000,9001,8827,5000000,9001,,,
-2849,"NAD83(HARN) / Utah North",9001,4152,14331,9802,1,0,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,500000,9001,8827,1000000,9001,,,
-2850,"NAD83(HARN) / Utah Central",9001,4152,14332,9802,1,0,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,500000,9001,8827,2000000,9001,,,
-2851,"NAD83(HARN) / Utah South",9001,4152,14333,9802,1,0,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,500000,9001,8827,3000000,9001,,,
-2852,"NAD83(HARN) / Vermont",9001,4152,14430,9807,1,0,8801,42.3,9110,8802,-72.3,9110,8805,0.999964286,9201,8806,500000,9001,8807,0,9001,,,,,,
-2853,"NAD83(HARN) / Virginia North",9001,4152,14531,9802,1,0,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,3500000,9001,8827,2000000,9001,,,
-2854,"NAD83(HARN) / Virginia South",9001,4152,14532,9802,1,0,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,3500000,9001,8827,1000000,9001,,,
-2855,"NAD83(HARN) / Washington North",9001,4152,14631,9802,1,0,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,500000,9001,8827,0,9001,,,
-2856,"NAD83(HARN) / Washington South",9001,4152,14632,9802,1,0,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,500000,9001,8827,0,9001,,,
-2857,"NAD83(HARN) / West Virginia North",9001,4152,14731,9802,1,0,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,600000,9001,8827,0,9001,,,
-2858,"NAD83(HARN) / West Virginia South",9001,4152,14732,9802,1,0,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,600000,9001,8827,0,9001,,,
-2859,"NAD83(HARN) / Wisconsin North",9001,4152,14831,9802,1,0,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,600000,9001,8827,0,9001,,,
-2860,"NAD83(HARN) / Wisconsin Central",9001,4152,14832,9802,1,0,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,600000,9001,8827,0,9001,,,
-2861,"NAD83(HARN) / Wisconsin South",9001,4152,14833,9802,1,0,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,600000,9001,8827,0,9001,,,
-2862,"NAD83(HARN) / Wyoming East",9001,4152,14931,9807,1,0,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,200000,9001,8807,0,9001,,,,,,
-2863,"NAD83(HARN) / Wyoming East Central",9001,4152,14932,9807,1,0,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,400000,9001,8807,100000,9001,,,,,,
-2864,"NAD83(HARN) / Wyoming West Central",9001,4152,14933,9807,1,0,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,600000,9001,8807,0,9001,,,,,,
-2865,"NAD83(HARN) / Wyoming West",9001,4152,14934,9807,1,0,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,800000,9001,8807,100000,9001,,,,,,
-2866,"NAD83(HARN) / Puerto Rico & Virgin Is.",9001,4152,15230,9802,1,0,8821,17.5,9110,8822,-66.26,9110,8823,18.26,9110,8824,18.02,9110,8826,200000,9001,8827,200000,9001,,,
-2867,"NAD83(HARN) / Arizona East (ft)",9002,4152,15304,9807,1,0,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
-2868,"NAD83(HARN) / Arizona Central (ft)",9002,4152,15305,9807,1,0,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
-2869,"NAD83(HARN) / Arizona West (ft)",9002,4152,15306,9807,1,0,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,700000,9002,8807,0,9002,,,,,,
-2870,"NAD83(HARN) / California zone 1 (ftUS)",9003,4152,15307,9802,1,0,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2871,"NAD83(HARN) / California zone 2 (ftUS)",9003,4152,15308,9802,1,0,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2872,"NAD83(HARN) / California zone 3 (ftUS)",9003,4152,15309,9802,1,0,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2873,"NAD83(HARN) / California zone 4 (ftUS)",9003,4152,15310,9802,1,0,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2874,"NAD83(HARN) / California zone 5 (ftUS)",9003,4152,15311,9802,1,0,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2875,"NAD83(HARN) / California zone 6 (ftUS)",9003,4152,15312,9802,1,0,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-2876,"NAD83(HARN) / Colorado North (ftUS)",9003,4152,15313,9802,1,0,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,3000000,9003,8827,1000000,9003,,,
-2877,"NAD83(HARN) / Colorado Central (ftUS)",9003,4152,15314,9802,1,0,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,3000000,9003,8827,1000000,9003,,,
-2878,"NAD83(HARN) / Colorado South (ftUS)",9003,4152,15315,9802,1,0,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,3000000,9003,8827,1000000,9003,,,
-2879,"NAD83(HARN) / Connecticut (ftUS)",9003,4152,15316,9802,1,0,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,1000000,9003,8827,500000,9003,,,
-2880,"NAD83(HARN) / Delaware (ftUS)",9003,4152,15317,9807,1,0,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-2881,"NAD83(HARN) / Florida East (ftUS)",9003,4152,15318,9807,1,0,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-2882,"NAD83(HARN) / Florida West (ftUS)",9003,4152,15319,9807,1,0,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-2883,"NAD83(HARN) / Florida North (ftUS)",9003,4152,15320,9802,1,0,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,1968500,9003,8827,0,9003,,,
-2884,"NAD83(HARN) / Georgia East (ftUS)",9003,4152,15321,9807,1,0,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-2885,"NAD83(HARN) / Georgia West (ftUS)",9003,4152,15322,9807,1,0,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
-2886,"NAD83(HARN) / Idaho East (ftUS)",9003,4152,15323,9807,1,0,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-2887,"NAD83(HARN) / Idaho Central (ftUS)",9003,4152,15324,9807,1,0,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
-2888,"NAD83(HARN) / Idaho West (ftUS)",9003,4152,15325,9807,1,0,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,2624666.667,9003,8807,0,9003,,,,,,
-2889,"NAD83(HARN) / Indiana East (ftUS)",9003,4152,15326,9807,1,1,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,328083.333,9003,8807,818125,9003,,,,,,
-2890,"NAD83(HARN) / Indiana West (ftUS)",9003,4152,15327,9807,1,1,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,2952750,9003,8807,818125,9003,,,,,,
-2891,"NAD83(HARN) / Kentucky North (ftUS)",9003,4152,15328,9802,1,0,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,1640416.667,9003,8827,0,9003,,,
-2892,"NAD83(HARN) / Kentucky South (ftUS)",9003,4152,15329,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,1640416.667,9003,8827,1640416.667,9003,,,
-2893,"NAD83(HARN) / Maryland (ftUS)",9003,4152,15330,9802,1,0,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,1312333.333,9003,8827,0,9003,,,
-2894,"NAD83(HARN) / Massachusetts Mainland (ftUS)",9003,4152,15331,9802,1,0,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,656166.667,9003,8827,2460625,9003,,,
-2895,"NAD83(HARN) / Massachusetts Island (ftUS)",9003,4152,15332,9802,1,0,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,1640416.667,9003,8827,0,9003,,,
-2896,"NAD83(HARN) / Michigan North (ft)",9002,4152,15333,9802,1,0,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,26246719.16,9002,8827,0,9002,,,
-2897,"NAD83(HARN) / Michigan Central (ft)",9002,4152,15334,9802,1,0,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,19685039.37,9002,8827,0,9002,,,
-2898,"NAD83(HARN) / Michigan South (ft)",9002,4152,15335,9802,1,0,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,13123359.58,9002,8827,0,9002,,,
-2899,"NAD83(HARN) / Mississippi East (ftUS)",9003,4152,15336,9807,1,0,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,984250,9003,8807,0,9003,,,,,,
-2900,"NAD83(HARN) / Mississippi West (ftUS)",9003,4152,15337,9807,1,0,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
-2901,"NAD83(HARN) / Montana (ft)",9002,4152,15338,9802,1,0,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,1968503.937,9002,8827,0,9002,,,
-2902,"NAD83(HARN) / New Mexico East (ftUS)",9003,4152,15339,9807,1,0,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,541337.5,9003,8807,0,9003,,,,,,
-2903,"NAD83(HARN) / New Mexico Central (ftUS)",9003,4152,15340,9807,1,0,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
-2904,"NAD83(HARN) / New Mexico West (ftUS)",9003,4152,15341,9807,1,0,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,2723091.667,9003,8807,0,9003,,,,,,
-2905,"NAD83(HARN) / New York East (ftUS)",9003,4152,15342,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
-2906,"NAD83(HARN) / New York Central (ftUS)",9003,4152,15343,9807,1,0,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,820208.333,9003,8807,0,9003,,,,,,
-2907,"NAD83(HARN) / New York West (ftUS)",9003,4152,15344,9807,1,0,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,1148291.667,9003,8807,0,9003,,,,,,
-2908,"NAD83(HARN) / New York Long Island (ftUS)",9003,4152,15345,9802,1,0,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,984250,9003,8827,0,9003,,,
-2909,"NAD83(HARN) / North Dakota North (ft)",9002,4152,15347,9802,1,0,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,1968503.937,9002,8827,0,9002,,,
-2910,"NAD83(HARN) / North Dakota South (ft)",9002,4152,15348,9802,1,0,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,1968503.937,9002,8827,0,9002,,,
-2911,"NAD83(HARN) / Oklahoma North (ftUS)",9003,4152,15349,9802,1,0,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,1968500,9003,8827,0,9003,,,
-2912,"NAD83(HARN) / Oklahoma South (ftUS)",9003,4152,15350,9802,1,0,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,1968500,9003,8827,0,9003,,,
-2913,"NAD83(HARN) / Oregon North (ft)",9002,4152,15351,9802,1,0,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,8202099.738,9002,8827,0,9002,,,
-2914,"NAD83(HARN) / Oregon South (ft)",9002,4152,15352,9802,1,0,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,4921259.843,9002,8827,0,9002,,,
-2915,"NAD83(HARN) / Tennessee (ftUS)",9003,4152,15356,9802,1,0,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,1968500,9003,8827,0,9003,,,
-2916,"NAD83(HARN) / Texas North (ftUS)",9003,4152,15357,9802,1,0,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,656166.667,9003,8827,3280833.333,9003,,,
-2917,"NAD83(HARN) / Texas North Central (ftUS)",9003,4152,15358,9802,1,0,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,1968500,9003,8827,6561666.667,9003,,,
-2918,"NAD83(HARN) / Texas Central (ftUS)",9003,4152,15359,9802,1,0,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,2296583.333,9003,8827,9842500,9003,,,
-2919,"NAD83(HARN) / Texas South Central (ftUS)",9003,4152,15360,9802,1,0,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,1968500,9003,8827,13123333.333,9003,,,
-2920,"NAD83(HARN) / Texas South (ftUS)",9003,4152,15361,9802,1,0,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,984250,9003,8827,16404166.667,9003,,,
-2921,"NAD83(HARN) / Utah North (ft)",9002,4152,15362,9802,0,0,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640419.948,9002,8827,3280839.895,9002,,,
-2922,"NAD83(HARN) / Utah Central (ft)",9002,4152,15363,9802,0,0,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640419.948,9002,8827,6561679.79,9002,,,
-2923,"NAD83(HARN) / Utah South (ft)",9002,4152,15364,9802,0,0,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640419.948,9002,8827,9842519.685,9002,,,
-2924,"NAD83(HARN) / Virginia North (ftUS)",9003,4152,15365,9802,1,0,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,11482916.667,9003,8827,6561666.667,9003,,,
-2925,"NAD83(HARN) / Virginia South (ftUS)",9003,4152,15366,9802,1,0,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,11482916.667,9003,8827,3280833.333,9003,,,
-2926,"NAD83(HARN) / Washington North (ftUS)",9003,4152,15367,9802,1,0,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,1640416.667,9003,8827,0,9003,,,
-2927,"NAD83(HARN) / Washington South (ftUS)",9003,4152,15368,9802,1,0,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,1640416.667,9003,8827,0,9003,,,
-2928,"NAD83(HARN) / Wisconsin North (ftUS)",9003,4152,15369,9802,1,0,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,1968500,9003,8827,0,9003,,,
-2929,"NAD83(HARN) / Wisconsin Central (ftUS)",9003,4152,15370,9802,1,0,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,1968500,9003,8827,0,9003,,,
-2930,"NAD83(HARN) / Wisconsin South (ftUS)",9003,4152,15371,9802,1,0,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,1968500,9003,8827,0,9003,,,
-2931,"Beduaram / TM 13 NE",9001,4213,16413,9807,1,0,8807,0,9001,8802,13,9102,8806,500000,9001,8805,0.9996,9201,8801,0,9102,,,,,,
-2932,"QND95 / Qatar National Grid",9001,4614,19919,9807,1,0,8805,0.99999,9201,8806,200000,9001,8802,51.13,9110,8801,24.27,9110,8807,300000,9001,,,,,,
-2933,"Segara / UTM zone 50S",9001,4613,16150,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,117,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-2934,"Segara (Jakarta) / NEIEZ",9001,4820,19905,9804,1,1,8806,3900000,9001,8805,0.997,9201,8801,0,9102,8802,110,9102,8807,900000,9001,,,,,,
-2935,"Pulkovo 1942 / CS63 zone A1",9001,4284,18441,9807,1,0,8801,0.07,9110,8805,1,9201,8807,0,9001,8806,1300000,9001,8802,41.32,9110,,,,,,
-2936,"Pulkovo 1942 / CS63 zone A2",9001,4284,18442,9807,1,0,8807,0,9001,8801,0.07,9110,8806,2300000,9001,8802,44.32,9110,8805,1,9201,,,,,,
-2937,"Pulkovo 1942 / CS63 zone A3",9001,4284,18443,9807,1,0,8801,0.07,9110,8805,1,9201,8807,0,9001,8802,47.32,9110,8806,3300000,9001,,,,,,
-2938,"Pulkovo 1942 / CS63 zone A4",9001,4284,18444,9807,1,0,8801,0.07,9110,8805,1,9201,8807,0,9001,8802,50.32,9110,8806,4300000,9001,,,,,,
-2939,"Pulkovo 1942 / CS63 zone K2",9001,4284,18446,9807,1,0,8807,0,9001,8805,1,9201,8802,50.46,9110,8806,2300000,9001,8801,0.08,9110,,,,,,
-2940,"Pulkovo 1942 / CS63 zone K3",9001,4284,18447,9807,1,0,8802,53.46,9110,8801,0.08,9110,8806,3300000,9001,8805,1,9201,8807,0,9001,,,,,,
-2941,"Pulkovo 1942 / CS63 zone K4",9001,4284,18448,9807,1,0,8801,0.08,9110,8802,56.46,9110,8806,4300000,9001,8805,1,9201,8807,0,9001,,,,,,
-2942,"Porto Santo / UTM zone 28N",9001,4615,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-2943,"Selvagem Grande / UTM zone 28N",9001,4616,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-2944,"NAD83(CSRS) / SCoPQ zone 2",9001,4617,17700,9807,1,0,8806,304800,9001,8805,0.9999,9201,8802,-55.3,9110,8807,0,9001,8801,0,9110,,,,,,
-2945,"NAD83(CSRS) / MTM zone 3",9001,4617,17703,9807,1,0,8807,0,9001,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-58.3,9110,,,,,,
-2946,"NAD83(CSRS) / MTM zone 4",9001,4617,17704,9807,1,0,8805,0.9999,9201,8802,-61.3,9110,8801,0,9110,8806,304800,9001,8807,0,9001,,,,,,
-2947,"NAD83(CSRS) / MTM zone 5",9001,4617,17705,9807,1,0,8802,-64.3,9110,8806,304800,9001,8807,0,9001,8801,0,9110,8805,0.9999,9201,,,,,,
-2948,"NAD83(CSRS) / MTM zone 6",9001,4617,17706,9807,1,0,8801,0,9110,8802,-67.3,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-2949,"NAD83(CSRS) / MTM zone 7",9001,4617,17707,9807,1,0,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-70.3,9110,8807,0,9001,,,,,,
-2950,"NAD83(CSRS) / MTM zone 8",9001,4617,17708,9807,1,0,8805,0.9999,9201,8802,-73.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,,,,,,
-2951,"NAD83(CSRS) / MTM zone 9",9001,4617,17709,9807,1,0,8802,-76.3,9110,8805,0.9999,9201,8807,0,9001,8806,304800,9001,8801,0,9110,,,,,,
-2952,"NAD83(CSRS) / MTM zone 10",9001,4617,17710,9807,1,0,8802,-79.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-2953,"NAD83(CSRS) / New Brunswick Stereo",9001,4617,19946,9809,1,0,8802,-66.3,9110,8806,2500000,9001,8801,46.3,9110,8805,0.999912,9201,8807,7500000,9001,,,,,,
-2954,"NAD83(CSRS) / Prince Edward Isl. Stereographic (NAD83)",9001,4617,19960,9809,1,0,8807,800000,9001,8801,47.15,9110,8802,-63,9110,8805,0.999912,9201,8806,400000,9001,,,,,,
-2955,"NAD83(CSRS) / UTM zone 11N",9001,4617,16011,9807,1,0,8802,-117,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-2956,"NAD83(CSRS) / UTM zone 12N",9001,4617,16012,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-111,9102,8801,0,9102,8807,0,9001,,,,,,
-2957,"NAD83(CSRS) / UTM zone 13N",9001,4617,16013,9807,1,0,8802,-105,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-2958,"NAD83(CSRS) / UTM zone 17N",9001,4617,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-2959,"NAD83(CSRS) / UTM zone 18N",9001,4617,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-2960,"NAD83(CSRS) / UTM zone 19N",9001,4617,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-2961,"NAD83(CSRS) / UTM zone 20N",9001,4617,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-2962,"NAD83(CSRS) / UTM zone 21N",9001,4617,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-2963,"Lisbon 1890 (Lisbon) / Portugal Bonne",9001,4904,19979,9828,1,0,8801,39.4,9110,8806,0,9001,8807,0,9001,8802,1,9110,,,,,,,,,
-2964,"NAD27 / Alaska Albers",9003,4267,15020,9822,1,0,8821,50,9102,8822,-154,9102,8823,55,9102,8824,65,9102,8826,0,9003,8827,0,9003,,,
-2965,"NAD83 / Indiana East (ftUS)",9003,4269,15372,9807,1,0,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,328083.333,9003,8807,820208.333,9003,,,,,,
-2966,"NAD83 / Indiana West (ftUS)",9003,4269,15373,9807,1,0,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,2952750,9003,8807,820208.333,9003,,,,,,
-2967,"NAD83(HARN) / Indiana East (ftUS)",9003,4152,15372,9807,1,0,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,328083.333,9003,8807,820208.333,9003,,,,,,
-2968,"NAD83(HARN) / Indiana West (ftUS)",9003,4152,15373,9807,1,0,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,2952750,9003,8807,820208.333,9003,,,,,,
-2969,"Fort Marigot / UTM zone 20N",9001,4621,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-2970,"Guadeloupe 1948 / UTM zone 20N",9001,4622,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-2971,"CSG67 / UTM zone 22N",9001,4623,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-2972,"RGFG95 / UTM zone 22N",9001,4624,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-2973,"Martinique 1938 / UTM zone 20N",9001,4625,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-2975,"RGR92 / UTM zone 40S",9001,4627,16140,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-2976,"Tahiti 52 / UTM zone 6S",9001,4628,16106,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-147,9102,8801,0,9102,8807,10000000,9001,,,,,,
-2977,"Tahaa 54 / UTM zone 5S",9001,4629,16105,9807,1,0,8801,0,9102,8802,-153,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-2978,"IGN72 Nuku Hiva / UTM zone 7S",9001,4630,16107,9807,1,0,8802,-141,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-2979,"K0 1949 / UTM zone 42S",9001,4631,16142,9807,1,1,8805,0.9996,9201,8802,69,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-2980,"Combani 1950 / UTM zone 38S",9001,4632,16138,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,45,9102,8801,0,9102,8807,10000000,9001,,,,,,
-2981,"IGN56 Lifou / UTM zone 58S",9001,4633,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-2982,"IGN72 Grand Terre / UTM zone 58S",9001,4634,16158,9807,1,1,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-2983,"ST87 Ouvea / UTM zone 58S",9001,4635,16158,9807,1,1,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-2984,"RGNC 1991 / Lambert New Caledonia",9001,4645,19981,9802,1,1,8824,-22.2,9110,8822,166,9110,8827,300000,9001,8821,-21.3,9110,8823,-20.4,9110,8826,400000,9001,,,
-2985,"Petrels 1972 / Terre Adelie Polar Stereographic",9001,4636,19983,9830,1,0,8827,200000,9001,8826,300000,9001,8833,140,9102,8832,-67,9102,,,,,,,,,
-2986,"Perroud 1950 / Terre Adelie Polar Stereographic",9001,4637,19983,9830,1,0,8827,200000,9001,8826,300000,9001,8833,140,9102,8832,-67,9102,,,,,,,,,
-2987,"Saint Pierre et Miquelon 1950 / UTM zone 21N",9001,4638,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-2988,"MOP78 / UTM zone 1S",9001,4639,16101,9807,1,0,8802,-177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-2989,"RRAF 1991 / UTM zone 20N",9001,4640,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-2990,"Reunion 1947 / TM Reunion",9001,4626,19982,9807,1,1,8802,55.32,9110,8805,1,9201,8806,50000,9001,8807,160000,9001,8801,-21.07,9110,,,,,,
-2991,"NAD83 / Oregon Lambert",9001,4269,13633,9802,1,0,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,400000,9001,8827,0,9001,,,
-2992,"NAD83 / Oregon Lambert (ft)",9002,4269,15374,9802,1,0,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,1312335.958,9002,8827,0,9002,,,
-2993,"NAD83(HARN) / Oregon Lambert",9001,4152,13633,9802,1,0,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,400000,9001,8827,0,9001,,,
-2994,"NAD83(HARN) / Oregon Lambert (ft)",9002,4152,15374,9802,1,0,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,1312335.958,9002,8827,0,9002,,,
-2995,"IGN53 Mare / UTM zone 58S",9001,4641,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-2996,"ST84 Ile des Pins / UTM zone 58S",9001,4642,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-2997,"ST71 Belep / UTM zone 58S",9001,4643,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-2998,"NEA74 Noumea / UTM zone 58S",9001,4644,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-2999,"Grand Comoros / UTM zone 38S",9001,4646,16138,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,45,9102,8801,0,9102,8807,10000000,9001,,,,,,
-3000,"Segara / NEIEZ",9001,4613,19905,9804,1,0,8806,3900000,9001,8805,0.997,9201,8801,0,9102,8802,110,9102,8807,900000,9001,,,,,,
-3001,"Batavia / NEIEZ",9001,4211,19905,9804,1,0,8806,3900000,9001,8805,0.997,9201,8801,0,9102,8802,110,9102,8807,900000,9001,,,,,,
-3002,"Makassar / NEIEZ",9001,4257,19905,9804,1,0,8806,3900000,9001,8805,0.997,9201,8801,0,9102,8802,110,9102,8807,900000,9001,,,,,,
-3003,"Monte Mario / Italy zone 1",9001,4265,18121,9807,1,0,8802,9,9102,8807,0,9001,8806,1500000,9001,8805,0.9996,9201,8801,0,9102,,,,,,
-3004,"Monte Mario / Italy zone 2",9001,4265,18122,9807,1,0,8801,0,9102,8806,2520000,9001,8805,0.9996,9201,8802,15,9102,8807,0,9001,,,,,,
-3005,"NAD83 / BC Albers",9001,4269,19984,9822,1,0,8824,58.3,9110,8821,45,9102,8827,0,9001,8822,-126,9102,8826,1000000,9001,8823,50,9110,,,
-3006,SWEREF99 TM,9001,4619,17333,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8807,0,9001,,,,,,
-3007,SWEREF99 12 00,9001,4619,17321,9807,1,0,8802,12,9102,8807,0,9001,8801,0,9102,8806,150000,9001,8805,1,9201,,,,,,
-3008,SWEREF99 13 30,9001,4619,17322,9807,1,0,8801,0,9110,8802,13.3,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
-3009,SWEREF99 15 00,9001,4619,17323,9807,1,0,8805,1,9201,8802,15,9102,8801,0,9102,8807,0,9001,8806,150000,9001,,,,,,
-3010,SWEREF99 16 30,9001,4619,17324,9807,1,0,8805,1,9201,8801,0,9110,8802,16.3,9110,8807,0,9001,8806,150000,9001,,,,,,
-3011,SWEREF99 18 00,9001,4619,17325,9807,1,0,8802,18,9102,8801,0,9102,8806,150000,9001,8805,1,9201,8807,0,9001,,,,,,
-3012,SWEREF99 14 15,9001,4619,17326,9807,1,0,8801,0,9110,8806,150000,9001,8805,1,9201,8802,14.15,9110,8807,0,9001,,,,,,
-3013,SWEREF99 15 45,9001,4619,17327,9807,1,0,8806,150000,9001,8802,15.45,9110,8801,0,9110,8805,1,9201,8807,0,9001,,,,,,
-3014,SWEREF99 17 15,9001,4619,17328,9807,1,0,8802,17.15,9110,8805,1,9201,8806,150000,9001,8807,0,9001,8801,0,9110,,,,,,
-3015,SWEREF99 18 45,9001,4619,17329,9807,1,0,8801,0,9110,8806,150000,9001,8807,0,9001,8805,1,9201,8802,18.45,9110,,,,,,
-3016,SWEREF99 20 15,9001,4619,17330,9807,1,0,8805,1,9201,8802,20.15,9110,8801,0,9110,8806,150000,9001,8807,0,9001,,,,,,
-3017,SWEREF99 21 45,9001,4619,17331,9807,1,0,8801,0,9110,8805,1,9201,8806,150000,9001,8802,21.45,9110,8807,0,9001,,,,,,
-3018,SWEREF99 23 15,9001,4619,17332,9807,1,0,8805,1,9201,8801,0,9110,8802,23.15,9110,8807,0,9001,8806,150000,9001,,,,,,
-3019,RT90 7.5 gon V,9001,4124,17334,9807,1,0,8807,0,9001,8801,0,9110,8806,1500000,9001,8805,1,9201,8802,11.18298,9110,,,,,,
-3020,RT90 5 gon V,9001,4124,17335,9807,1,0,8801,0,9110,8802,13.33298,9110,8805,1,9201,8807,0,9001,8806,1500000,9001,,,,,,
-3021,RT90 2.5 gon V,9001,4124,19929,9807,1,0,8807,0,9001,8802,15.48298,9110,8805,1,9201,8806,1500000,9001,8801,0,9110,,,,,,
-3022,RT90 0 gon,9001,4124,17336,9807,1,0,8802,18.03298,9110,8801,0,9110,8807,0,9001,8806,1500000,9001,8805,1,9201,,,,,,
-3023,RT90 2.5 gon O,9001,4124,17337,9807,1,0,8802,20.18298,9110,8807,0,9001,8801,0,9110,8806,1500000,9001,8805,1,9201,,,,,,
-3024,RT90 5 gon O,9001,4124,17338,9807,1,0,8801,0,9110,8805,1,9201,8802,22.33298,9110,8806,1500000,9001,8807,0,9001,,,,,,
-3025,RT38 7.5 gon V,9001,4308,17334,9807,1,0,8807,0,9001,8801,0,9110,8806,1500000,9001,8805,1,9201,8802,11.18298,9110,,,,,,
-3026,RT38 5 gon V,9001,4308,17335,9807,1,0,8801,0,9110,8802,13.33298,9110,8805,1,9201,8807,0,9001,8806,1500000,9001,,,,,,
-3027,RT38 2.5 gon V,9001,4308,19929,9807,1,0,8807,0,9001,8802,15.48298,9110,8805,1,9201,8806,1500000,9001,8801,0,9110,,,,,,
-3028,RT38 0 gon,9001,4308,17336,9807,1,0,8802,18.03298,9110,8801,0,9110,8807,0,9001,8806,1500000,9001,8805,1,9201,,,,,,
-3029,RT38 2.5 gon O,9001,4308,17337,9807,1,0,8802,20.18298,9110,8807,0,9001,8801,0,9110,8806,1500000,9001,8805,1,9201,,,,,,
-3030,RT38 5 gon O,9001,4308,17338,9807,1,0,8801,0,9110,8805,1,9201,8802,22.33298,9110,8806,1500000,9001,8807,0,9001,,,,,,
-3031,"WGS 84 / Antarctic Polar Stereographic",9001,4326,19992,9829,1,0,8833,0,9102,8807,0,9001,8806,0,9001,8832,-71,9102,,,,,,,,,
-3032,"WGS 84 / Australian Antarctic Polar Stereographic",9001,4326,19993,9829,1,0,8806,6000000,9001,8807,6000000,9001,8832,-71,9102,8833,70,9102,,,,,,,,,
-3033,"WGS 84 / Australian Antarctic Lambert",9001,4326,19994,9802,1,0,8822,70,9110,8827,6000000,9001,8823,-68.3,9110,8821,-50,9110,8824,-74.3,9110,8826,6000000,9001,,,
-3034,"ETRS89 / ETRS-LCC",9001,4258,19985,9802,1,0,8827,2800000,9001,8826,4000000,9001,8822,10,9102,8821,52,9102,8823,35,9102,8824,65,9102,,,
-3035,"ETRS89 / ETRS-LAEA",9001,4258,19986,9820,1,0,8802,10,9102,8801,52,9102,8807,3210000,9001,8806,4321000,9001,,,,,,,,,
-3036,"Moznet / UTM zone 36S",9001,4130,16136,9807,1,0,8801,0,9102,8807,10000000,9001,8802,33,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3037,"Moznet / UTM zone 37S",9001,4130,16137,9807,1,0,8802,39,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-3038,"ETRS89 / ETRS-TM26",9001,4258,16026,9807,1,0,8801,0,9102,8807,0,9001,8802,-27,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3039,"ETRS89 / ETRS-TM27",9001,4258,16027,9807,1,0,8805,0.9996,9201,8802,-21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3040,"ETRS89 / ETRS-TM28",9001,4258,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-3041,"ETRS89 / ETRS-TM29",9001,4258,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3042,"ETRS89 / ETRS-TM30",9001,4258,16030,9807,1,0,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-3043,"ETRS89 / ETRS-TM31",9001,4258,16031,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,3,9102,,,,,,
-3044,"ETRS89 / ETRS-TM32",9001,4258,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3045,"ETRS89 / ETRS-TM33",9001,4258,16033,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-3046,"ETRS89 / ETRS-TM34",9001,4258,16034,9807,1,0,8801,0,9102,8807,0,9001,8802,21,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3047,"ETRS89 / ETRS-TM35",9001,4258,16035,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-3048,"ETRS89 / ETRS-TM36",9001,4258,16036,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,33,9102,8801,0,9102,,,,,,
-3049,"ETRS89 / ETRS-TM37",9001,4258,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3050,"ETRS89 / ETRS-TM38",9001,4258,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-3051,"ETRS89 / ETRS-TM39",9001,4258,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-3052,"Reykjavik 1900 / Lambert 1900",9001,4657,19987,9826,1,0,8807,0,9001,8801,65,9110,8802,-19.011965,9110,8806,0,9001,8805,1,9201,,,,,,
-3053,"Hjorsey 1955 / Lambert 1955",9001,4658,19988,9826,1,0,8802,-18,9102,8805,1,9201,8801,65,9102,8806,500000,9001,8807,500000,9001,,,,,,
-3054,"Hjorsey 1955 / UTM zone 26N",9001,4658,16026,9807,1,0,8801,0,9102,8807,0,9001,8802,-27,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3055,"Hjorsey 1955 / UTM zone 27N",9001,4658,16027,9807,1,0,8805,0.9996,9201,8802,-21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3056,"Hjorsey 1955 / UTM zone 28N",9001,4658,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-3057,"ISN93 / Lambert 1993",9001,4659,19989,9802,1,0,8823,64.15,9110,8826,500000,9001,8821,65,9110,8822,-19,9110,8824,65.45,9110,8827,500000,9001,,,
-3058,"Helle 1954 / Jan Mayen Grid",9001,4660,19991,9807,1,0,8802,-8.3,9110,8806,50000,9001,8807,-7800000,9001,8801,0,9110,8805,1,9201,,,,,,
-3059,"LKS92 / Latvia TM",9001,4661,19990,9807,1,0,8807,-6000000,9001,8805,0.9996,9201,8802,24,9102,8801,0,9102,8806,500000,9001,,,,,,
-3060,"IGN72 Grande Terre / UTM zone 58S",9001,4662,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-3061,"Porto Santo 1995 / UTM zone 28N",9001,4663,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-3062,"Azores Oriental 1995 / UTM zone 26N",9001,4664,16026,9807,1,0,8801,0,9102,8807,0,9001,8802,-27,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3063,"Azores Central 1995 / UTM zone 26N",9001,4665,16026,9807,1,0,8801,0,9102,8807,0,9001,8802,-27,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3064,"IGM95 / UTM zone 32N",9001,4670,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3065,"IGM95 / UTM zone 33N",9001,4670,16033,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-3066,"ED50 / Jordan TM",9001,4230,19995,9807,1,0,8807,-3000000,9001,8802,37,9102,8806,500000,9001,8801,0,9102,8805,0.9998,9201,,,,,,
-3067,"ETRS89 / ETRS-TM35FIN",9001,4258,16065,9807,1,0,8805,0.9996,9201,8802,27,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-3068,"DHDN / Soldner Berlin",9001,4314,19996,9806,1,0,8806,40000,9001,8807,10000,9001,8802,13.37379332,9110,8801,52.25071338,9110,,,,,,,,,
-3069,"NAD27 / Wisconsin Transverse Mercator",9001,4267,14811,9807,1,0,8801,0,9102,8802,-90,9102,8805,0.9996,9201,8806,500000,9001,8807,-4500000,9001,,,,,,
-3070,"NAD83 / Wisconsin Transverse Mercator",9001,4269,14841,9807,1,0,8801,0,9102,8802,-90,9102,8805,0.9996,9201,8806,520000,9001,8807,-4480000,9001,,,,,,
-3071,"NAD83(HARN) / Wisconsin Transverse Mercator",9001,4152,14841,9807,1,0,8801,0,9102,8802,-90,9102,8805,0.9996,9201,8806,520000,9001,8807,-4480000,9001,,,,,,
-3072,"NAD83 / Maine CS2000 East",9001,4269,11851,9807,1,0,8801,43.5,9110,8802,-67.523,9110,8805,0.99998,9201,8806,700000,9001,8807,0,9001,,,,,,
-3073,"NAD83 / Maine CS2000 Central",9001,4269,11852,9807,1,1,8801,43,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
-3074,"NAD83 / Maine CS2000 West",9001,4269,11853,9807,1,0,8801,42.5,9110,8802,-70.223,9110,8805,0.99998,9201,8806,300000,9001,8807,0,9001,,,,,,
-3075,"NAD83(HARN) / Maine CS2000 East",9001,4152,11851,9807,1,0,8801,43.5,9110,8802,-67.523,9110,8805,0.99998,9201,8806,700000,9001,8807,0,9001,,,,,,
-3076,"NAD83(HARN) / Maine CS2000 Central",9001,4152,11852,9807,1,1,8801,43,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
-3077,"NAD83(HARN) / Maine CS2000 West",9001,4152,11853,9807,1,0,8801,42.5,9110,8802,-70.223,9110,8805,0.99998,9201,8806,300000,9001,8807,0,9001,,,,,,
-3078,"NAD83 / Michigan Oblique Mercator",9001,4269,12150,9812,1,0,8806,2546731.496,9001,8807,-4354009.816,9001,8811,45.1833,9110,8812,-86,9110,8813,337.25556,9102,8814,337.25556,9102,8815,0.9996,9201
-3079,"NAD83(HARN) / Michigan Oblique Mercator",9001,4152,12150,9812,1,0,8806,2546731.496,9001,8807,-4354009.816,9001,8811,45.1833,9110,8812,-86,9110,8813,337.25556,9102,8814,337.25556,9102,8815,0.9996,9201
-3080,"NAD27 / Shackleford",9002,4267,14252,9802,1,0,8821,31.1,9110,8822,-100,9110,8823,27.25,9110,8824,34.55,9110,8826,3000000,9002,8827,3000000,9002,,,
-3081,"NAD83 / Texas State Mapping System",9001,4269,14251,9802,1,0,8821,31.1,9110,8822,-100,9110,8823,27.25,9110,8824,34.55,9110,8826,1000000,9001,8827,1000000,9001,,,
-3082,"NAD83 / Texas Centric Lambert Conformal",9001,4269,14253,9802,1,0,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,5000000,9001,,,
-3083,"NAD83 / Texas Centric Albers Equal Area",9001,4269,14254,9822,1,0,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,6000000,9001,,,
-3084,"NAD83(HARN) / Texas Centric Lambert Conformal",9001,4152,14253,9802,1,0,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,5000000,9001,,,
-3085,"NAD83(HARN) / Texas Centric Albers Equal Area",9001,4152,14254,9822,1,0,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,6000000,9001,,,
-3086,"NAD83 / Florida GDL Albers",9001,4269,10934,9822,1,0,8821,24,9110,8822,-84,9110,8823,24,9110,8824,31.3,9110,8826,400000,9001,8827,0,9001,,,
-3087,"NAD83(HARN) / Florida GDL Albers",9001,4152,10934,9822,1,0,8821,24,9110,8822,-84,9110,8823,24,9110,8824,31.3,9110,8826,400000,9001,8827,0,9001,,,
-3088,"NAD83 / Kentucky Single Zone",9001,4269,11630,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,1500000,9001,8827,1000000,9001,,,
-3089,"NAD83 / Kentucky Single Zone (ftUS)",9003,4269,15375,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,4921250,9003,8827,3280833.333,9003,,,
-3090,"NAD83(HARN) / Kentucky Single Zone",9001,4152,11630,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,1500000,9001,8827,1000000,9001,,,
-3091,"NAD83(HARN) / Kentucky Single Zone (ftUS)",9003,4152,15375,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,4921250,9003,8827,3280833.333,9003,,,
-3092,"Tokyo / UTM zone 51N",9001,4301,16051,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,123,9102,8807,0,9001,,,,,,
-3093,"Tokyo / UTM zone 52N",9001,4301,16052,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,129,9102,8801,0,9102,,,,,,
-3094,"Tokyo / UTM zone 53N",9001,4301,16053,9807,1,0,8801,0,9102,8802,135,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3095,"Tokyo / UTM zone 54N",9001,4301,16054,9807,1,0,8802,141,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-3096,"Tokyo / UTM zone 55N",9001,4301,16055,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,147,9102,,,,,,
-3097,"JGD2000 / UTM zone 51N",9001,4612,16051,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,123,9102,8807,0,9001,,,,,,
-3098,"JGD2000 / UTM zone 52N",9001,4612,16052,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,129,9102,8801,0,9102,,,,,,
-3099,"JGD2000 / UTM zone 53N",9001,4612,16053,9807,1,0,8801,0,9102,8802,135,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3100,"JGD2000 / UTM zone 54N",9001,4612,16054,9807,1,0,8802,141,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-3101,"JGD2000 / UTM zone 55N",9001,4612,16055,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,147,9102,,,,,,
-3102,"American Samoa 1962 / American Samoa Lambert",9003,4169,15376,9801,1,0,8801,-14.16,9110,8802,-170,9110,8805,1,9201,8806,500000,9003,8807,312234.65,9003,,,,,,
-3103,"Mauritania 1999 / UTM zone 28N",9001,4681,16028,9807,1,1,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-3104,"Mauritania 1999 / UTM zone 29N",9001,4681,16029,9807,1,1,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3105,"Mauritania 1999 / UTM zone 30N",9001,4681,16030,9807,1,1,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-3106,"Gulshan 303 / Bangladesh Transverse Mercator",9001,4682,16490,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,90,9102,8801,0,9102,,,,,,
-3107,"GDA94 / SA Lambert",9001,4283,17359,9802,1,0,8821,-32,9102,8824,-36,9102,8826,1000000,9001,8823,-28,9102,8822,135,9102,8827,2000000,9001,,,
-3108,"ETRS89 / Guernsey Grid",9001,4258,19998,9807,1,0,8802,-2.25,9110,8806,47000,9001,8801,49.3,9110,8807,50000,9001,8805,0.999997,9201,,,,,,
-3109,"ETRS89 / Jersey Transverse Mercator",9001,4258,19999,9807,1,0,8801,49.225,9102,8805,0.9999999,9201,8802,-2.135,9102,8807,70000,9001,8806,40000,9001,,,,,,
-3110,"AGD66 / Vicgrid66",9001,4202,17360,9802,1,0,8823,-36,9102,8827,4500000,9001,8821,-37,9102,8822,145,9102,8826,2500000,9001,8824,-38,9102,,,
-3111,"GDA94 / Vicgrid94",9001,4283,17361,9802,1,0,8826,2500000,9001,8823,-36,9102,8822,145,9102,8821,-37,9102,8824,-38,9102,8827,2500000,9001,,,
-3112,"GDA94 / Geoscience Australia Lambert",9001,4283,17362,9802,1,0,8823,-18,9102,8822,134,9102,8827,0,9001,8826,0,9001,8824,-36,9102,8821,0,9102,,,
-3113,"GDA94 / BCSG02",9001,4283,17363,9807,1,0,8801,-28,9102,8806,50000,9001,8805,0.99999,9201,8802,153,9102,8807,100000,9001,,,,,,
-3114,"MAGNA-SIRGAS / Colombia Far West zone",9001,4686,18055,9807,1,0,8807,1000000,9001,8806,1000000,9001,8805,1,9201,8801,4.35463215,9110,8802,-80.04390285,9110,,,,,,
-3115,"MAGNA-SIRGAS / Colombia West zone",9001,4686,18056,9807,1,0,8802,-77.04390285,9110,8805,1,9201,8806,1000000,9001,8801,4.35463215,9110,8807,1000000,9001,,,,,,
-3116,"MAGNA-SIRGAS / Colombia Bogota zone",9001,4686,18057,9807,1,0,8802,-74.04390285,9110,8801,4.35463215,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
-3117,"MAGNA-SIRGAS / Colombia East Central zone",9001,4686,18058,9807,1,0,8802,-71.04390285,9110,8807,1000000,9001,8801,4.35463215,9110,8806,1000000,9001,8805,1,9201,,,,,,
-3118,"MAGNA-SIRGAS / Colombia East zone",9001,4686,18059,9807,1,0,8805,1,9201,8806,1000000,9001,8807,1000000,9001,8801,4.35463215,9110,8802,-68.04390285,9110,,,,,,
-3119,"Douala 1948 / AEF west",9001,4192,18415,9807,1,0,8807,1000000,9001,8806,1000000,9001,8802,10.3,9110,8801,0,9110,8805,0.999,9201,,,,,,
-3120,"Pulkovo 1942(58) / Poland zone I",9001,4179,18280,9809,1,0,8801,50.373,9110,8805,0.9998,9201,8806,4637000,9001,8802,21.05,9110,8807,5467000,9001,,,,,,
-3121,"PRS92 / Philippines zone 1",9001,4683,18171,9807,1,0,8801,0,9102,8805,0.99995,9201,8807,0,9001,8802,117,9102,8806,500000,9001,,,,,,
-3122,"PRS92 / Philippines zone 2",9001,4683,18172,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8802,119,9102,8805,0.99995,9201,,,,,,
-3123,"PRS92 / Philippines zone 3",9001,4683,18173,9807,1,0,8801,0,9102,8802,121,9102,8806,500000,9001,8805,0.99995,9201,8807,0,9001,,,,,,
-3124,"PRS92 / Philippines zone 4",9001,4683,18174,9807,1,0,8806,500000,9001,8807,0,9001,8805,0.99995,9201,8801,0,9102,8802,123,9102,,,,,,
-3125,"PRS92 / Philippines zone 5",9001,4683,18175,9807,1,0,8802,125,9102,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.99995,9201,,,,,,
-3126,"ETRS89 / ETRS-GK19FIN",9001,4258,18183,9807,1,0,8802,19,9102,8805,1,9201,8807,0,9001,8806,500000,9001,8801,0,9102,,,,,,
-3127,"ETRS89 / ETRS-GK20FIN",9001,4258,18184,9807,1,0,8802,20,9102,8801,0,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-3128,"ETRS89 / ETRS-GK21FIN",9001,4258,18185,9807,1,0,8807,0,9001,8801,0,9102,8802,21,9102,8805,1,9201,8806,500000,9001,,,,,,
-3129,"ETRS89 / ETRS-GK22FIN",9001,4258,18186,9807,1,0,8801,0,9102,8805,1,9201,8802,22,9102,8806,500000,9001,8807,0,9001,,,,,,
-3130,"ETRS89 / ETRS-GK23FIN",9001,4258,18187,9807,1,0,8802,23,9102,8805,1,9201,8807,0,9001,8806,500000,9001,8801,0,9102,,,,,,
-3131,"ETRS89 / ETRS-GK24FIN",9001,4258,18188,9807,1,0,8801,0,9102,8802,24,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-3132,"ETRS89 / ETRS-GK25FIN",9001,4258,18189,9807,1,0,8807,0,9001,8802,25,9102,8801,0,9102,8805,1,9201,8806,500000,9001,,,,,,
-3133,"ETRS89 / ETRS-GK26FIN",9001,4258,18190,9807,1,0,8806,500000,9001,8802,26,9102,8807,0,9001,8805,1,9201,8801,0,9102,,,,,,
-3134,"ETRS89 / ETRS-GK27FIN",9001,4258,18195,9807,1,0,8801,0,9102,8807,0,9001,8802,27,9102,8806,500000,9001,8805,1,9201,,,,,,
-3135,"ETRS89 / ETRS-GK28FIN",9001,4258,18196,9807,1,0,8802,28,9102,8801,0,9102,8806,500000,9001,8807,0,9001,8805,1,9201,,,,,,
-3136,"ETRS89 / ETRS-GK29FIN",9001,4258,18197,9807,1,0,8806,500000,9001,8805,1,9201,8807,0,9001,8802,29,9102,8801,0,9102,,,,,,
-3137,"ETRS89 / ETRS-GK30FIN",9001,4258,18198,9807,1,0,8805,1,9201,8802,30,9102,8806,500000,9001,8801,0,9102,8807,0,9001,,,,,,
-3138,"ETRS89 / ETRS-GK31FIN",9001,4258,18199,9807,1,0,8806,500000,9001,8807,0,9001,8802,31,9102,8801,0,9102,8805,1,9201,,,,,,
-3139,"Vanua Levu 1915 / Vanua Levu Grid",9098,4748,19878,9833,1,0,8807,1662888.5,9098,8802,179.2,9110,8806,1251331.8,9098,8801,-16.15,9110,,,,,,,,,
-3140,"Viti Levu 1912 / Viti Levu Grid",9098,4752,19879,9806,1,0,8802,178,9102,8807,704000,9098,8806,544000,9098,8801,-18,9102,,,,,,,,,
-3141,"Fiji 1956 / UTM zone 60S",9001,4721,16160,9807,1,0,8802,177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-3142,"Fiji 1956 / UTM zone 1S",9001,4721,16101,9807,1,0,8802,-177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-3143,"Fiji 1986 / Fiji Map Grid",9001,4720,19880,9807,1,1,8802,178.45,9110,8801,-17,9110,8806,2000000,9001,8807,4000000,9001,8805,0.99985,9001,,,,,,
-3144,"FD54 / Faroe Lambert",9001,4741,19870,9826,1,0,8801,62,9102,8802,-9,9102,8805,1,9201,8806,500000,9001,8807,500000,9001,,,,,,
-3145,"ETRS89 / Faroe Lambert",9001,4258,19870,9826,1,0,8801,62,9102,8802,-9,9102,8805,1,9201,8806,500000,9001,8807,500000,9001,,,,,,
-3146,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 6",9001,4284,16266,9807,1,0,8802,18,9102,8801,0,9102,8806,6500000,9001,8805,1,9201,8807,0,9001,,,,,,
-3147,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 18E",9001,4284,16366,9807,1,0,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,8802,18,9102,,,,,,
-3148,"Indian 1960 / UTM zone 48N",9001,4131,16048,9807,1,0,8805,0.9996,9201,8802,105,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3149,"Indian 1960 / UTM zone 49N",9001,4131,16049,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-3150,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 6",9001,4200,16266,9807,1,0,8802,18,9102,8801,0,9102,8806,6500000,9001,8805,1,9201,8807,0,9001,,,,,,
-3151,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 18E",9001,4200,16366,9807,1,0,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,8802,18,9102,,,,,,
-3152,ST74,9001,4619,19876,9807,1,0,8806,100178.1808,9001,8802,18.0328044,9110,8801,0,9110,8805,0.99999425,9201,8807,-6500614.7836,9001,,,,,,
-3153,"NAD83(CSRS) / BC Albers",9001,4617,19984,9822,1,0,8824,58.3,9110,8821,45,9102,8827,0,9001,8822,-126,9102,8826,1000000,9001,8823,50,9110,,,
-3154,"NAD83(CSRS) / UTM zone 7N",9001,4617,16007,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-141,9102,,,,,,
-3155,"NAD83(CSRS) / UTM zone 8N",9001,4617,16008,9807,1,0,8805,0.9996,9201,8802,-135,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3156,"NAD83(CSRS) / UTM zone 9N",9001,4617,16009,9807,1,0,8805,0.9996,9201,8802,-129,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-3157,"NAD83(CSRS) / UTM zone 10N",9001,4617,16010,9807,1,0,8801,0,9102,8807,0,9001,8802,-123,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3158,"NAD83(CSRS) / UTM zone 14N",9001,4617,16014,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,8807,0,9001,,,,,,
-3159,"NAD83(CSRS) / UTM zone 15N",9001,4617,16015,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-93,9102,,,,,,
-3160,"NAD83(CSRS) / UTM zone 16N",9001,4617,16016,9807,1,0,8805,0.9996,9201,8802,-87,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3161,"NAD83 / Ontario MNR Lambert",9001,4269,19875,9802,1,0,8821,0,9102,8823,44.5,9102,8827,6430000,9001,8826,930000,9001,8822,-85,9102,8824,53.5,9102,,,
-3162,"NAD83(CSRS) / Ontario MNR Lambert",9001,4617,19875,9802,1,0,8821,0,9102,8823,44.5,9102,8827,6430000,9001,8826,930000,9001,8822,-85,9102,8824,53.5,9102,,,
-3163,"RGNC91-93 / Lambert New Caledonia",9001,4749,19981,9802,1,0,8824,-22.2,9110,8822,166,9110,8827,300000,9001,8821,-21.3,9110,8823,-20.4,9110,8826,400000,9001,,,
-3164,"ST87 Ouvea / UTM zone 58S",9001,4750,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-3165,"NEA74 Noumea / Noumea Lambert",9001,4644,19873,9802,1,0,8821,-22.16108903,9110,8824,-22.17408903,9110,8822,166.26327327,9110,8827,1.02,9001,8823,-22.14408903,9110,8826,0.66,9001,,,
-3166,"NEA74 Noumea / Noumea Lambert 2",9001,4644,19874,9802,1,0,8822,166.2633,9110,8823,-22.1441,9110,8821,-22.1611,9110,8824,-22.1741,9110,8826,8.313,9001,8827,-2.354,9001,,,
-3167,"Kertau (RSO) / RSO Malaya (ch)",9301,4751,19871,9812,1,0,8812,102.15,9110,8814,323.07483685,9110,8807,0,9301,8806,40000,9301,8811,4,9110,8815,0.99984,9201,8813,323.01328458,9110
-3168,"Kertau (RSO) / RSO Malaya (m)",9001,4751,19872,9812,1,0,8806,804670.24,9001,8812,102.15,9110,8811,4,9110,8813,323.01328458,9110,8807,0,9001,8815,0.99984,9201,8814,323.07483685,9110
-3169,"RGNC91-93 / UTM zone 57S",9001,4749,16157,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,159,9102,,,,,,
-3170,"RGNC91-93 / UTM zone 58S",9001,4749,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-3171,"RGNC91-93 / UTM zone 59S",9001,4749,16159,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,,,,,,
-3172,"IGN53 Mare / UTM zone 59S",9001,4641,16159,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,,,,,,
-3173,"fk89 / Faroe Lambert FK89",9001,4753,19877,9826,1,0,8807,700000,9001,8805,1,9201,8806,700000,9001,8801,62,9102,8802,-9,9102,,,,,,
-3174,"NAD83 / Great Lakes Albers",9001,4269,15397,9822,1,0,8821,45.568977,9102,8822,-84.455955,9102,8823,42.122774,9102,8824,49.01518,9102,8826,1000000,9001,8827,1000000,9001,,,
-3175,"NAD83 / Great Lakes and St Lawrence Albers",9001,4269,15398,9822,1,0,8821,45.568977,9102,8822,-83.248627,9102,8823,42.122774,9102,8824,49.01518,9102,8826,1000000,9001,8827,1000000,9001,,,
-3176,"Indian 1960 / TM 106 NE",9001,4131,16506,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,106,9102,8806,500000,9001,8807,0,9001,,,,,,
-3177,"LGD2006 / Libya TM",9001,4754,18319,9807,1,0,8807,0,9001,8805,0.9965,9201,8802,17,9102,8806,1000000,9001,8801,0,9102,,,,,,
-3178,"GR96 / UTM zone 18N",9001,4747,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3179,"GR96 / UTM zone 19N",9001,4747,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-3180,"GR96 / UTM zone 20N",9001,4747,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-3181,"GR96 / UTM zone 21N",9001,4747,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-3182,"GR96 / UTM zone 22N",9001,4747,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-3183,"GR96 / UTM zone 23N",9001,4747,16023,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-45,9102,,,,,,
-3184,"GR96 / UTM zone 24N",9001,4747,16024,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,-39,9102,8806,500000,9001,8807,0,9001,,,,,,
-3185,"GR96 / UTM zone 25N",9001,4747,16025,9807,1,0,8805,0.9996,9201,8802,-33,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-3186,"GR96 / UTM zone 26N",9001,4747,16026,9807,1,0,8801,0,9102,8807,0,9001,8802,-27,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3187,"GR96 / UTM zone 27N",9001,4747,16027,9807,1,0,8805,0.9996,9201,8802,-21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3188,"GR96 / UTM zone 28N",9001,4747,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-3189,"GR96 / UTM zone 29N",9001,4747,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3190,"LGD2006 / Libya TM zone 5",9001,4754,18310,9807,1,0,8806,200000,9001,8807,0,9001,8801,0,9102,8802,9,9102,8805,0.99995,9201,,,,,,
-3191,"LGD2006 / Libya TM zone 6",9001,4754,18311,9807,1,0,8805,0.99995,9201,8801,0,9102,8807,0,9001,8802,11,9102,8806,200000,9001,,,,,,
-3192,"LGD2006 / Libya TM zone 7",9001,4754,18312,9807,1,0,8807,0,9001,8805,0.99995,9201,8806,200000,9001,8802,13,9102,8801,0,9102,,,,,,
-3193,"LGD2006 / Libya TM zone 8",9001,4754,18313,9807,1,0,8805,0.99995,9201,8807,0,9001,8801,0,9102,8806,200000,9001,8802,15,9102,,,,,,
-3194,"LGD2006 / Libya TM zone 9",9001,4754,18314,9807,1,0,8806,200000,9001,8807,0,9001,8802,17,9102,8805,0.99995,9201,8801,0,9102,,,,,,
-3195,"LGD2006 / Libya TM zone 10",9001,4754,18315,9807,1,0,8801,0,9102,8802,19,9102,8807,0,9001,8805,0.99995,9201,8806,200000,9001,,,,,,
-3196,"LGD2006 / Libya TM zone 11",9001,4754,18316,9807,1,0,8807,0,9001,8806,200000,9001,8802,21,9102,8805,0.99995,9201,8801,0,9102,,,,,,
-3197,"LGD2006 / Libya TM zone 12",9001,4754,18317,9807,1,0,8801,0,9102,8802,23,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
-3198,"LGD2006 / Libya TM zone 13",9001,4754,18318,9807,1,0,8801,0,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,8802,25,9102,,,,,,
-3199,"LGD2006 / UTM zone 32N",9001,4754,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3200,"FD58 / Iraq zone",9001,4132,19906,9801,1,0,8802,45,9110,8807,1166200,9001,8801,32.3,9110,8806,1500000,9001,8805,0.9987864078,9201,,,,,,
-3201,"LGD2006 / UTM zone 33N",9001,4754,16033,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-3202,"LGD2006 / UTM zone 34N",9001,4754,16034,9807,1,0,8801,0,9102,8807,0,9001,8802,21,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3203,"LGD2006 / UTM zone 35N",9001,4754,16035,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-3204,"WGS 84 / SCAR IMW SP19-20",9001,4326,17204,9802,1,0,8821,-90,9102,8824,-63.2,9110,8823,-60.4,9110,8822,-66,9102,8826,0,9001,8827,0,9001,,,
-3205,"WGS 84 / SCAR IMW SP21-22",9001,4326,17205,9802,1,0,8824,-63.2,9110,8822,-54,9102,8821,-90,9102,8827,0,9001,8826,0,9001,8823,-60.4,9110,,,
-3206,"WGS 84 / SCAR IMW SP23-24",9001,4326,17206,9802,1,0,8826,0,9001,8824,-63.2,9110,8821,-90,9102,8823,-60.4,9110,8822,-42,9102,8827,0,9001,,,
-3207,"WGS 84 / SCAR IMW SQ01-02",9001,4326,17207,9802,1,0,8821,-90,9102,8827,0,9001,8826,0,9001,8824,-67.2,9110,8822,-174,9102,8823,-64.4,9110,,,
-3208,"WGS 84 / SCAR IMW SQ19-20",9001,4326,17208,9802,1,0,8823,-64.4,9110,8821,-90,9102,8826,0,9001,8822,-66,9102,8827,0,9001,8824,-67.2,9110,,,
-3209,"WGS 84 / SCAR IMW SQ21-22",9001,4326,17209,9802,1,0,8823,-64.4,9110,8827,0,9001,8826,0,9001,8824,-67.2,9110,8822,-54,9102,8821,-90,9102,,,
-3210,"WGS 84 / SCAR IMW SQ37-38",9001,4326,17210,9802,1,0,8826,0,9001,8824,-67.2,9110,8822,42,9102,8823,-64.4,9110,8821,-90,9102,8827,0,9001,,,
-3211,"WGS 84 / SCAR IMW SQ39-40",9001,4326,17211,9802,1,0,8827,0,9001,8826,0,9001,8824,-67.2,9110,8822,54,9102,8821,-90,9102,8823,-64.4,9110,,,
-3212,"WGS 84 / SCAR IMW SQ41-42",9001,4326,17212,9802,1,0,8824,-67.2,9110,8821,-90,9102,8823,-64.4,9110,8822,66,9102,8826,0,9001,8827,0,9001,,,
-3213,"WGS 84 / SCAR IMW SQ43-44",9001,4326,17213,9802,1,0,8827,0,9001,8823,-64.4,9110,8821,-90,9102,8822,78,9102,8824,-67.2,9110,8826,0,9001,,,
-3214,"WGS 84 / SCAR IMW SQ45-46",9001,4326,17214,9802,1,0,8821,-90,9102,8823,-64.4,9110,8827,0,9001,8822,90,9102,8824,-67.2,9110,8826,0,9001,,,
-3215,"WGS 84 / SCAR IMW SQ47-48",9001,4326,17215,9802,1,0,8822,102,9102,8827,0,9001,8824,-67.2,9110,8823,-64.4,9110,8826,0,9001,8821,-90,9102,,,
-3216,"WGS 84 / SCAR IMW SQ49-50",9001,4326,17216,9802,1,0,8821,-90,9102,8826,0,9001,8823,-64.4,9110,8827,0,9001,8824,-67.2,9110,8822,114,9102,,,
-3217,"WGS 84 / SCAR IMW SQ51-52",9001,4326,17217,9802,1,0,8826,0,9001,8824,-67.2,9110,8821,-90,9102,8827,0,9001,8822,126,9102,8823,-64.4,9110,,,
-3218,"WGS 84 / SCAR IMW SQ53-54",9001,4326,17218,9802,1,0,8824,-67.2,9110,8822,138,9102,8823,-64.4,9110,8826,0,9001,8821,-90,9102,8827,0,9001,,,
-3219,"WGS 84 / SCAR IMW SQ55-56",9001,4326,17219,9802,1,0,8826,0,9001,8823,-64.4,9110,8827,0,9001,8822,150,9102,8821,-90,9102,8824,-67.2,9110,,,
-3220,"WGS 84 / SCAR IMW SQ57-58",9001,4326,17220,9802,1,0,8827,0,9001,8821,-90,9102,8824,-67.2,9110,8823,-64.4,9110,8826,0,9001,8822,162,9102,,,
-3221,"WGS 84 / SCAR IMW SR13-14",9001,4326,17221,9802,1,0,8826,0,9001,8824,-71.2,9110,8822,-102,9102,8827,0,9001,8821,-90,9102,8823,-68.4,9110,,,
-3222,"WGS 84 / SCAR IMW SR15-16",9001,4326,17222,9802,1,0,8821,-90,9102,8824,-71.2,9110,8822,-90,9102,8823,-68.4,9110,8826,0,9001,8827,0,9001,,,
-3223,"WGS 84 / SCAR IMW SR17-18",9001,4326,17223,9802,1,0,8823,-68.4,9110,8821,-90,9102,8822,-78,9102,8827,0,9001,8824,-71.2,9110,8826,0,9001,,,
-3224,"WGS 84 / SCAR IMW SR19-20",9001,4326,17224,9802,1,0,8826,0,9001,8823,-68.4,9110,8822,-66,9102,8827,0,9001,8824,-71.2,9110,8821,-90,9102,,,
-3225,"WGS 84 / SCAR IMW SR27-28",9001,4326,17225,9802,1,0,8827,0,9001,8826,0,9001,8824,-71.2,9110,8822,-18,9102,8821,-90,9102,8823,-68.4,9110,,,
-3226,"WGS 84 / SCAR IMW SR29-30",9001,4326,17226,9802,1,0,8822,-6,9102,8827,0,9001,8823,-68.4,9110,8824,-71.2,9110,8821,-90,9102,8826,0,9001,,,
-3227,"WGS 84 / SCAR IMW SR31-32",9001,4326,17227,9802,1,0,8827,0,9001,8823,-68.4,9110,8822,6,9102,8821,-90,9102,8826,0,9001,8824,-71.2,9110,,,
-3228,"WGS 84 / SCAR IMW SR33-34",9001,4326,17228,9802,1,0,8821,-90,9102,8822,18,9102,8823,-68.4,9110,8827,0,9001,8824,-71.2,9110,8826,0,9001,,,
-3229,"WGS 84 / SCAR IMW SR35-36",9001,4326,17229,9802,1,0,8827,0,9001,8824,-71.2,9110,8822,30,9102,8826,0,9001,8821,-90,9102,8823,-68.4,9110,,,
-3230,"WGS 84 / SCAR IMW SR37-38",9001,4326,17230,9802,1,0,8822,42,9102,8826,0,9001,8821,-90,9102,8824,-71.2,9110,8823,-68.4,9110,8827,0,9001,,,
-3231,"WGS 84 / SCAR IMW SR39-40",9001,4326,17231,9802,1,0,8824,-71.2,9110,8822,54,9102,8821,-90,9102,8823,-68.4,9110,8827,0,9001,8826,0,9001,,,
-3232,"WGS 84 / SCAR IMW SR41-42",9001,4326,17232,9802,1,0,8821,-90,9102,8822,66,9102,8824,-71.2,9110,8823,-68.4,9110,8826,0,9001,8827,0,9001,,,
-3233,"WGS 84 / SCAR IMW SR43-44",9001,4326,17233,9802,1,0,8821,-90,9102,8823,-68.4,9110,8822,78,9102,8827,0,9001,8826,0,9001,8824,-71.2,9110,,,
-3234,"WGS 84 / SCAR IMW SR45-46",9001,4326,17234,9802,1,0,8822,90,9102,8827,0,9001,8826,0,9001,8821,-90,9102,8824,-71.2,9110,8823,-68.4,9110,,,
-3235,"WGS 84 / SCAR IMW SR47-48",9001,4326,17235,9802,1,0,8823,-68.4,9110,8824,-71.2,9110,8821,-90,9102,8822,102,9102,8827,0,9001,8826,0,9001,,,
-3236,"WGS 84 / SCAR IMW SR49-50",9001,4326,17236,9802,1,0,8821,-90,9102,8824,-71.2,9110,8823,-68.4,9110,8822,114,9102,8826,0,9001,8827,0,9001,,,
-3237,"WGS 84 / SCAR IMW SR51-52",9001,4326,17237,9802,1,0,8821,-90,9102,8823,-68.4,9110,8824,-71.2,9110,8822,126,9102,8827,0,9001,8826,0,9001,,,
-3238,"WGS 84 / SCAR IMW SR53-54",9001,4326,17238,9802,1,0,8824,-71.2,9110,8822,138,9102,8826,0,9001,8821,-90,9102,8823,-68.4,9110,8827,0,9001,,,
-3239,"WGS 84 / SCAR IMW SR55-56",9001,4326,17239,9802,1,0,8824,-71.2,9110,8822,150,9102,8821,-90,9102,8823,-68.4,9110,8827,0,9001,8826,0,9001,,,
-3240,"WGS 84 / SCAR IMW SR57-58",9001,4326,17240,9802,1,0,8821,-90,9102,8822,162,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
-3241,"WGS 84 / SCAR IMW SR59-60",9001,4326,17241,9802,1,0,8823,-68.4,9110,8822,174,9102,8821,-90,9102,8827,0,9001,8826,0,9001,8824,-71.2,9110,,,
-3242,"WGS 84 / SCAR IMW SS04-06",9001,4326,17242,9802,1,0,8822,-153,9102,8824,-75.2,9110,8826,0,9001,8827,0,9001,8821,-90,9102,8823,-72.4,9110,,,
-3243,"WGS 84 / SCAR IMW SS07-09",9001,4326,17243,9802,1,0,8824,-75.2,9110,8822,-135,9102,8821,-90,9102,8823,-72.4,9110,8827,0,9001,8826,0,9001,,,
-3244,"WGS 84 / SCAR IMW SS10-12",9001,4326,17244,9802,1,0,8821,-90,9102,8824,-75.2,9110,8823,-72.4,9110,8822,-117,9102,8826,0,9001,8827,0,9001,,,
-3245,"WGS 84 / SCAR IMW SS13-15",9001,4326,17245,9802,1,0,8821,-90,9102,8824,-75.2,9110,8823,-72.4,9110,8826,0,9001,8827,0,9001,8822,-99,9102,,,
-3246,"WGS 84 / SCAR IMW SS16-18",9001,4326,17246,9802,1,0,8821,-90,9102,8824,-75.2,9110,8826,0,9001,8823,-72.4,9110,8822,-81,9102,8827,0,9001,,,
-3247,"WGS 84 / SCAR IMW SS19-21",9001,4326,17247,9802,1,0,8822,-63,9102,8821,-90,9102,8823,-72.4,9110,8827,0,9001,8826,0,9001,8824,-75.2,9110,,,
-3248,"WGS 84 / SCAR IMW SS25-27",9001,4326,17248,9802,1,0,8821,-90,9102,8822,-27,9102,8824,-75.2,9110,8823,-72.4,9110,8826,0,9001,8827,0,9001,,,
-3249,"WGS 84 / SCAR IMW SS28-30",9001,4326,17249,9802,1,0,8821,-90,9102,8823,-72.4,9110,8822,-9,9102,8827,0,9001,8826,0,9001,8824,-75.2,9110,,,
-3250,"WGS 84 / SCAR IMW SS31-33",9001,4326,17250,9802,1,0,8822,9,9102,8827,0,9001,8826,0,9001,8821,-90,9102,8824,-75.2,9110,8823,-72.4,9110,,,
-3251,"WGS 84 / SCAR IMW SS34-36",9001,4326,17251,9802,1,0,8821,-90,9102,8822,27,9102,8823,-72.4,9110,8827,0,9001,8826,0,9001,8824,-75.2,9110,,,
-3252,"WGS 84 / SCAR IMW SS37-39",9001,4326,17252,9802,1,0,8821,-90,9102,8824,-75.2,9110,8823,-72.4,9110,8822,45,9102,8826,0,9001,8827,0,9001,,,
-3253,"WGS 84 / SCAR IMW SS40-42",9001,4326,17253,9802,1,0,8821,-90,9102,8823,-72.4,9110,8824,-75.2,9110,8822,63,9102,8827,0,9001,8826,0,9001,,,
-3254,"WGS 84 / SCAR IMW SS43-45",9001,4326,17254,9802,1,0,8822,81,9102,8826,0,9001,8821,-90,9102,8824,-75.2,9110,8823,-72.4,9110,8827,0,9001,,,
-3255,"WGS 84 / SCAR IMW SS46-48",9001,4326,17255,9802,1,0,8824,-75.2,9110,8822,99,9102,8821,-90,9102,8823,-72.4,9110,8827,0,9001,8826,0,9001,,,
-3256,"WGS 84 / SCAR IMW SS49-51",9001,4326,17256,9802,1,0,8822,117,9102,8821,-90,9102,8823,-72.4,9110,8826,0,9001,8824,-75.2,9110,8827,0,9001,,,
-3257,"WGS 84 / SCAR IMW SS52-54",9001,4326,17257,9802,1,0,8822,135,9102,8821,-90,9102,8823,-72.4,9110,8827,0,9001,8826,0,9001,8824,-75.2,9110,,,
-3258,"WGS 84 / SCAR IMW SS55-57",9001,4326,17258,9802,1,0,8822,153,9102,8826,0,9001,8827,0,9001,8821,-90,9102,8824,-75.2,9110,8823,-72.4,9110,,,
-3259,"WGS 84 / SCAR IMW SS58-60",9001,4326,17259,9802,1,0,8824,-75.2,9110,8822,171,9102,8821,-90,9102,8823,-72.4,9110,8827,0,9001,8826,0,9001,,,
-3260,"WGS 84 / SCAR IMW ST01-04",9001,4326,17260,9802,1,0,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,8822,-168,9102,8826,0,9001,8827,0,9001,,,
-3261,"WGS 84 / SCAR IMW ST05-08",9001,4326,17261,9802,1,0,8821,-90,9102,8823,-76.4,9110,8826,0,9001,8824,-79.2,9110,8822,-144,9102,8827,0,9001,,,
-3262,"WGS 84 / SCAR IMW ST09-12",9001,4326,17262,9802,1,0,8822,-120,9102,8826,0,9001,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,8827,0,9001,,,
-3263,"WGS 84 / SCAR IMW ST13-16",9001,4326,17263,9802,1,0,8824,-79.2,9110,8822,-96,9102,8821,-90,9102,8823,-76.4,9110,8827,0,9001,8826,0,9001,,,
-3264,"WGS 84 / SCAR IMW ST17-20",9001,4326,17264,9802,1,0,8821,-90,9102,8822,-72,9102,8824,-79.2,9110,8823,-76.4,9110,8826,0,9001,8827,0,9001,,,
-3265,"WGS 84 / SCAR IMW ST21-24",9001,4326,17265,9802,1,0,8821,-90,9102,8823,-76.4,9110,8822,-48,9102,8827,0,9001,8826,0,9001,8824,-79.2,9110,,,
-3266,"WGS 84 / SCAR IMW ST25-28",9001,4326,17266,9802,1,0,8827,0,9001,8822,-24,9102,8826,0,9001,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,,,
-3267,"WGS 84 / SCAR IMW ST29-32",9001,4326,17267,9802,1,0,8821,-90,9102,8822,0,9102,8823,-76.4,9110,8827,0,9001,8826,0,9001,8824,-79.2,9110,,,
-3268,"WGS 84 / SCAR IMW ST33-36",9001,4326,17268,9802,1,0,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,8822,24,9102,8826,0,9001,8827,0,9001,,,
-3269,"WGS 84 / SCAR IMW ST37-40",9001,4326,17269,9802,1,0,8821,-90,9102,8823,-76.4,9110,8824,-79.2,9110,8822,48,9102,8827,0,9001,8826,0,9001,,,
-3270,"WGS 84 / SCAR IMW ST41-44",9001,4326,17270,9802,1,0,8822,72,9102,8826,0,9001,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,8827,0,9001,,,
-3271,"WGS 84 / SCAR IMW ST45-48",9001,4326,17271,9802,1,0,8824,-79.2,9110,8822,96,9102,8821,-90,9102,8823,-76.4,9110,8827,0,9001,8826,0,9001,,,
-3272,"WGS 84 / SCAR IMW ST49-52",9001,4326,17272,9802,1,0,8823,-76.4,9110,8822,120,9102,8824,-79.2,9110,8826,0,9001,8827,0,9001,8821,-90,9102,,,
-3273,"WGS 84 / SCAR IMW ST53-56",9001,4326,17273,9802,1,0,8823,-76.4,9110,8822,144,9102,8821,-90,9102,8827,0,9001,8826,0,9001,8824,-79.2,9110,,,
-3274,"WGS 84 / SCAR IMW ST57-60",9001,4326,17274,9802,1,0,8822,168,9102,8826,0,9001,8827,0,9001,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,,,
-3275,"WGS 84 / SCAR IMW SU01-05",9001,4326,17275,9829,1,0,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,-165,9102,,,,,,,,,
-3276,"WGS 84 / SCAR IMW SU06-10",9001,4326,17276,9829,1,0,8806,0,9001,8832,-80.1419,9110,8807,0,9001,8833,-135,9102,,,,,,,,,
-3277,"WGS 84 / SCAR IMW SU11-15",9001,4326,17277,9829,1,0,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,-105,9102,,,,,,,,,
-3278,"WGS 84 / SCAR IMW SU16-20",9001,4326,17278,9829,1,0,8833,-75,9102,8806,0,9001,8832,-80.1419,9110,8807,0,9001,,,,,,,,,
-3279,"WGS 84 / SCAR IMW SU21-25",9001,4326,17279,9829,1,0,8806,0,9001,8833,-45,9102,8832,-80.1419,9110,8807,0,9001,,,,,,,,,
-3280,"WGS 84 / SCAR IMW SU26-30",9001,4326,17280,9829,1,0,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-15,9102,,,,,,,,,
-3281,"WGS 84 / SCAR IMW SU31-35",9001,4326,17281,9829,1,0,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,15,9102,,,,,,,,,
-3282,"WGS 84 / SCAR IMW SU36-40",9001,4326,17282,9829,1,0,8806,0,9001,8832,-80.1419,9110,8833,45,9102,8807,0,9001,,,,,,,,,
-3283,"WGS 84 / SCAR IMW SU41-45",9001,4326,17283,9829,1,0,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,75,9102,,,,,,,,,
-3284,"WGS 84 / SCAR IMW SU46-50",9001,4326,17284,9829,1,0,8806,0,9001,8832,-80.1419,9110,8807,0,9001,8833,105,9102,,,,,,,,,
-3285,"WGS 84 / SCAR IMW SU51-55",9001,4326,17285,9829,1,0,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,135,9102,,,,,,,,,
-3286,"WGS 84 / SCAR IMW SU56-60",9001,4326,17286,9829,1,0,8806,0,9001,8832,-80.1419,9110,8833,165,9102,8807,0,9001,,,,,,,,,
-3287,"WGS 84 / SCAR IMW SV01-10",9001,4326,17287,9829,1,0,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-150,9102,,,,,,,,,
-3288,"WGS 84 / SCAR IMW SV11-20",9001,4326,17288,9829,1,0,8832,-80.1419,9110,8807,0,9001,8806,0,9001,8833,-90,9102,,,,,,,,,
-3289,"WGS 84 / SCAR IMW SV21-30",9001,4326,17289,9829,1,0,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,-30,9102,,,,,,,,,
-3290,"WGS 84 / SCAR IMW SV31-40",9001,4326,17290,9829,1,0,8806,0,9001,8807,0,9001,8833,30,9102,8832,-80.1419,9110,,,,,,,,,
-3291,"WGS 84 / SCAR IMW SV41-50",9001,4326,17291,9829,1,0,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,90,9102,,,,,,,,,
-3292,"WGS 84 / SCAR IMW SV51-60",9001,4326,17292,9829,1,0,8806,0,9001,8832,-80.1419,9110,8807,0,9001,8833,150,9102,,,,,,,,,
-3293,"WGS 84 / SCAR IMW SW01-60",9001,4326,17293,9829,1,0,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,0,9102,,,,,,,,,
-3294,"WGS 84 / USGS Transantarctic Mountains",9001,4326,17294,9802,1,0,8821,-78,9102,8824,-79.2,9110,8823,-76.4,9110,8826,0,9001,8827,0,9001,8822,162,9102,,,
-3295,"Guam 1963 / Yap Islands",9001,4675,15399,9832,1,0,8801,9.324815,9110,8802,138.100748,9110,8806,40000,9001,8807,60000,9001,,,,,,,,,
-3296,"RGPF / UTM zone 5S",9001,4687,16105,9807,1,0,8801,0,9102,8802,-153,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-3297,"RGPF / UTM zone 6S",9001,4687,16106,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-147,9102,8801,0,9102,8807,10000000,9001,,,,,,
-3298,"RGPF / UTM zone 7S",9001,4687,16107,9807,1,0,8802,-141,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-3299,"RGPF / UTM zone 8S",9001,4687,16108,9807,1,0,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,8802,-135,9102,8801,0,9102,,,,,,
-3300,Estonian Coordinate System of 1992,9001,4133,19938,9802,1,0,8821,57.310319415,9110,8824,58,9110,8827,6375000,9001,8826,500000,9001,8822,24,9110,8823,59.2,9110,,,
-3301,Estonian Coordinate System of 1997,9001,4180,19938,9802,1,0,8821,57.310319415,9110,8824,58,9110,8827,6375000,9001,8826,500000,9001,8822,24,9110,8823,59.2,9110,,,
-3302,"IGN63 Hiva Oa / UTM zone 7S",9001,4689,16107,9807,1,0,8802,-141,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-3303,"Fatu Iva 72 / UTM zone 7S",9001,4688,16107,9807,1,0,8802,-141,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-3304,"Tahiti 79 / UTM zone 6S",9001,4690,16106,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-147,9102,8801,0,9102,8807,10000000,9001,,,,,,
-3305,"Moorea 87 / UTM zone 6S",9001,4691,16106,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-147,9102,8801,0,9102,8807,10000000,9001,,,,,,
-3306,"Maupiti 83 / UTM zone 5S",9001,4692,16105,9807,1,0,8801,0,9102,8802,-153,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-3307,"Nakhl-e Ghanem / UTM zone 39N",9001,4693,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-3308,"GDA94 / NSW Lambert",9001,4283,17364,9802,1,0,8824,-35.75,9102,8822,147,9102,8821,-33.25,9102,8823,-30.75,9102,8827,4500000,9001,8826,9300000,9001,,,
-3309,"NAD27 / California Albers",9001,4267,10420,9822,1,0,8821,0,9102,8822,-120,9102,8823,34,9102,8824,40.5,9102,8826,0,9001,8827,-4000000,9001,,,
-3310,"NAD83 / California Albers",9001,4269,10420,9822,1,0,8821,0,9102,8822,-120,9102,8823,34,9102,8824,40.5,9102,8826,0,9001,8827,-4000000,9001,,,
-3311,"NAD83(HARN) / California Albers",9001,4152,10420,9822,1,0,8821,0,9102,8822,-120,9102,8823,34,9102,8824,40.5,9102,8826,0,9001,8827,-4000000,9001,,,
-3312,"CSG67 / UTM zone 21N",9001,4623,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-3313,"RGFG95 / UTM zone 21N",9001,4624,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-3314,"Katanga 1955 / Katanga Lambert",9001,4695,17401,9802,1,0,8821,0,9102,8823,-6.5,9102,8822,26,9102,8827,0,9001,8826,0,9001,8824,-11.5,9102,,,
-3315,"Katanga 1955 / Katanga TM",9001,4695,17402,9807,1,0,8802,26,9102,8807,0,9001,8801,-9,9102,8806,0,9001,8805,0.9998,9201,,,,,,
-3316,"Kasai 1953 / Congo TM zone 22",9001,4696,17422,9807,1,0,8806,500000,9001,8802,22,9102,8801,0,9102,8805,0.9999,9201,8807,10000000,9001,,,,,,
-3317,"Kasai 1953 / Congo TM zone 24",9001,4696,17424,9807,1,0,8805,0.9999,9201,8802,24,9102,8807,10000000,9001,8806,500000,9001,8801,0,9102,,,,,,
-3318,"IGC 1962 / Congo TM zone 12",9001,4697,17412,9807,1,0,8801,0,9102,8802,12,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
-3319,"IGC 1962 / Congo TM zone 14",9001,4697,17414,9807,1,0,8805,0.9999,9201,8802,14,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-3320,"IGC 1962 / Congo TM zone 16",9001,4697,17416,9807,1,0,8805,0.9999,9201,8801,0,9102,8802,16,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-3321,"IGC 1962 / Congo TM zone 18",9001,4697,17418,9807,1,0,8802,18,9102,8801,0,9102,8806,500000,9001,8805,0.9999,9201,8807,10000000,9001,,,,,,
-3322,"IGC 1962 / Congo TM zone 20",9001,4697,17420,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9999,9201,8802,20,9102,8807,10000000,9001,,,,,,
-3323,"IGC 1962 / Congo TM zone 22",9001,4697,17422,9807,1,0,8806,500000,9001,8802,22,9102,8801,0,9102,8805,0.9999,9201,8807,10000000,9001,,,,,,
-3324,"IGC 1962 / Congo TM zone 24",9001,4697,17424,9807,1,0,8805,0.9999,9201,8802,24,9102,8807,10000000,9001,8806,500000,9001,8801,0,9102,,,,,,
-3325,"IGC 1962 / Congo TM zone 26",9001,4697,17426,9807,1,0,8802,26,9102,8807,10000000,9001,8801,0,9102,8806,500000,9001,8805,0.9999,9201,,,,,,
-3326,"IGC 1962 / Congo TM zone 28",9001,4697,17428,9807,1,0,8805,0.9999,9201,8802,28,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-3327,"IGC 1962 / Congo TM zone 30",9001,4697,17430,9807,1,0,8801,0,9102,8805,0.9999,9201,8806,500000,9001,8802,30,9102,8807,10000000,9001,,,,,,
-3328,"Pulkovo 1942(58) / GUGiK-80",9001,4179,18286,9809,1,0,8802,19.1,9110,8806,500000,9001,8805,0.999714,9201,8807,500000,9001,8801,52.1,9110,,,,,,
-3329,"Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 5",9001,4179,16265,9807,1,0,8801,0,9102,8807,0,9001,8802,15,9102,8806,5500000,9001,8805,1,9201,,,,,,
-3330,"Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 6",9001,4179,16266,9807,1,0,8802,18,9102,8801,0,9102,8806,6500000,9001,8805,1,9201,8807,0,9001,,,,,,
-3331,"Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 7",9001,4179,16267,9807,1,0,8806,7500000,9001,8805,1,9201,8802,21,9102,8801,0,9102,8807,0,9001,,,,,,
-3332,"Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 8",9001,4179,16268,9807,1,0,8802,24,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,8500000,9001,,,,,,
-3333,"Pulkovo 1942(58) / Gauss-Kruger zone 3",9001,4179,16203,9807,1,0,8806,3500000,9001,8805,1,9201,8802,15,9102,8801,0,9102,8807,0,9001,,,,,,
-3334,"Pulkovo 1942(58) / Gauss-Kruger zone 4",9001,4179,16204,9807,1,0,8802,21,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,4500000,9001,,,,,,
-3335,"Pulkovo 1942(58) / Gauss-Kruger zone 5",9001,4179,16205,9807,1,0,8806,5500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-3336,"IGN 1962 Kerguelen / UTM zone 42S",9001,4698,16142,9807,1,0,8805,0.9996,9201,8802,69,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-3337,"Le Pouce 1934 / Mauritius Grid",9001,4699,19899,9801,1,0,8801,-20.114225,9110,8806,1000000,9001,8805,1,9201,8802,57.311858,9110,8807,1000000,9001,,,,,,
-3338,"NAD83 / Alaska Albers",9001,4269,15021,9822,1,0,8821,50,9102,8822,-154,9102,8823,55,9102,8824,65,9102,8826,0,9001,8827,0,9001,,,
-3339,"IGCB 1955 / Congo TM zone 12",9001,4701,17412,9807,1,0,8801,0,9102,8802,12,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
-3340,"IGCB 1955 / Congo TM zone 14",9001,4701,17414,9807,1,0,8805,0.9999,9201,8802,14,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-3341,"IGCB 1955 / Congo TM zone 16",9001,4701,17416,9807,1,0,8805,0.9999,9201,8801,0,9102,8802,16,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-3342,"IGCB 1955 / UTM zone 33S",9001,4701,16133,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,15,9102,,,,,,
-3343,"Mauritania 1999 / UTM zone 28N",9001,4702,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-3344,"Mauritania 1999 / UTM zone 29N",9001,4702,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3345,"Mauritania 1999 / UTM zone 30N",9001,4702,16030,9807,1,0,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-3346,"LKS94 / Lithuania TM",9001,4669,19934,9807,1,0,8805,0.9998,9201,8802,24,9102,8806,500000,9001,8801,0,9102,8807,0,9001,,,,,,
-3347,"NAD83 / Statistics Canada Lambert",9001,4269,19897,9802,1,0,8822,-91.52,9110,8827,3000000,9001,8824,77,9102,8823,49,9102,8826,6200000,9001,8821,63.390675,9102,,,
-3348,"NAD83(CSRS) / Statistics Canada Lambert",9001,4617,19897,9802,1,0,8822,-91.52,9110,8827,3000000,9001,8824,77,9102,8823,49,9102,8826,6200000,9001,8821,63.390675,9102,,,
-3349,"WGS 84 / PDC Mercator",9001,4326,19898,9804,1,0,8802,-150,9102,8807,0,9001,8801,0,9102,8806,0,9001,8805,1,9201,,,,,,
-3350,"Pulkovo 1942 / CS63 zone C0",9001,4284,18450,9807,1,0,8807,0,9001,8805,1,9201,8802,21.57,9110,8801,0.06,9110,8806,250000,9001,,,,,,
-3351,"Pulkovo 1942 / CS63 zone C1",9001,4284,18451,9807,1,0,8807,0,9001,8805,1,9201,8806,1250000,9001,8802,24.57,9110,8801,0.06,9110,,,,,,
-3352,"Pulkovo 1942 / CS63 zone C2",9001,4284,18452,9807,1,0,8801,0.06,9110,8806,2250000,9001,8807,0,9001,8802,27.57,9110,8805,1,9201,,,,,,
-3353,"Mhast (onshore) / UTM zone 32S",9001,4704,16132,9807,1,0,8802,9,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-3354,"Mhast (offshore) / UTM zone 32S",9001,4705,16132,9807,1,0,8802,9,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-3355,"Egypt Gulf of Suez S-650 TL / Red Belt",9001,4706,18072,9807,1,0,8802,31,9102,8801,30,9102,8806,615000,9001,8807,810000,9001,8805,1,9201,,,,,,
-3356,"Grand Cayman 1959 / UTM zone 17N",9001,4723,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-3357,"Little Cayman 1961 / UTM zone 17N",9001,4726,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-3358,"NAD83(HARN) / North Carolina",9001,4152,13230,9802,1,0,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,609601.22,9001,8827,0,9001,,,
-3359,"NAD83(HARN) / North Carolina (ftUS)",9002,4152,15346,9802,1,1,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,2000000,9003,8827,0,9003,,,
-3360,"NAD83(HARN) / South Carolina",9001,4152,13930,9802,1,0,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,609600,9001,8827,0,9001,,,
-3361,"NAD83(HARN) / South Carolina (ft)",9002,4152,15355,9802,1,0,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,2000000,9002,8827,0,9002,,,
-3362,"NAD83(HARN) / Pennsylvania North",9001,4152,13731,9802,1,0,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,600000,9001,8827,0,9001,,,
-3363,"NAD83(HARN) / Pennsylvania North (ftUS)",9003,4152,15353,9802,1,0,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,1968500,9003,8827,0,9003,,,
-3364,"NAD83(HARN) / Pennsylvania South",9001,4152,13732,9802,1,0,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,600000,9001,8827,0,9001,,,
-3365,"NAD83(HARN) / Pennsylvania South (ftUS)",9003,4152,15354,9802,1,0,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,1968500,9003,8827,0,9003,,,
-3366,Hong Kong 1963 Grid System,9001,4738,19896,9806,1,1,8802,114.10428,9110,8801,22.184368,9110,8806,132033.92,9005,8807,62565.96,9005,,,,,,,,,
-3367,"IGN Astro 1960 / UTM zone 28N",9001,4700,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-3368,"IGN Astro 1960 / UTM zone 29N",9001,4700,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3369,"IGN Astro 1960 / UTM zone 30N",9001,4700,16030,9807,1,0,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-3370,"NAD27 / UTM zone 59N",9001,4267,16059,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,8807,0,9001,,,,,,
-3371,"NAD27 / UTM zone 60N",9001,4267,16060,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,177,9102,8801,0,9102,8807,0,9001,,,,,,
-3372,"NAD83 / UTM zone 59N",9001,4269,16059,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,8807,0,9001,,,,,,
-3373,"NAD83 / UTM zone 60N",9001,4269,16060,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,177,9102,8801,0,9102,8807,0,9001,,,,,,
-3374,"FD54 / UTM zone 29N",9001,4741,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3375,"GDM2000 / Peninsula RSO",9001,4742,19895,9812,1,0,8806,804671,9001,8807,0,9001,8814,323.07483685,9110,8813,323.013286728,9110,8811,4,9110,8812,102.15,9110,8815,0.99984,9201
-3376,"GDM2000 / East Malaysia BRSO",9001,4742,19894,9812,1,0,8814,53.07483685,9110,8813,53.185691582,9110,8806,0,9001,8812,115,9110,8815,0.99984,9201,8811,4,9110,8807,0,9001
-3377,"GDM2000 / Johor Grid",9001,4742,19893,9806,1,0,8802,103.254057045,9110,8801,2.071804708,9110,8807,8758.32,9001,8806,-14810.562,9001,,,,,,,,,
-3378,"GDM2000 / Sembilan and Melaka Grid",9001,4742,19892,9806,1,0,8802,101.582965815,9110,8801,2.405645149,9110,8807,-4240.573,9001,8806,3673.785,9001,,,,,,,,,
-3379,"GDM2000 / PahangGrid",9001,4742,19891,9806,1,0,8801,3.460979712,9110,8802,102.220587634,9110,8806,-7368.228,9001,8807,6485.858,9001,,,,,,,,,
-3380,"GDM2000 / Selangor Grid",9001,4742,19890,9806,1,0,8807,56464.049,9001,8806,-34836.161,9001,8801,3.410473658,9110,8802,101.232078849,9110,,,,,,,,,
-3381,"GDM2000 / Terengganu Grid",9001,4742,19889,9806,1,0,8806,19594.245,9001,8802,103.041299225,9110,8807,3371.895,9001,8801,4.583462672,9110,,,,,,,,,
-3382,"GDM2000 / Pinang Grid",9001,4742,19888,9806,1,0,8801,5.251746315,9110,8807,62.283,9001,8802,100.203975707,9110,8806,-23.414,9001,,,,,,,,,
-3383,"GDM2000 / Kedah and Perlis Grid",9001,4742,19887,9806,1,0,8801,5.575282177,9110,8802,100.3810936,9110,8806,0,9001,8807,0,9001,,,,,,,,,
-3384,"GDM2000 / Perak Grid",9001,4742,19886,9806,1,0,8801,4.513262688,9110,8806,-1.769,9001,8807,133454.779,9001,8802,100.485547811,9110,,,,,,,,,
-3385,"GDM2000 / Kelantan Grid",9001,4742,19885,9806,1,0,8802,102.174287001,9110,8801,5.582115717,9110,8806,13227.851,9001,8807,8739.894,9001,,,,,,,,,
-3386,"KKJ / Finland zone 0",9001,4123,18180,9807,1,0,8801,0,9102,8802,18,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-3387,"KKJ / Finland zone 5",9001,4123,18205,9807,1,0,8805,1,9201,8806,5500000,9001,8807,0,9001,8801,0,9102,8802,33,9102,,,,,,
-3388,"Pulkovo 1942 / Caspian Sea Mercator",9001,4284,19884,9805,1,0,8807,0,9001,8802,51,9102,8823,42,9102,8806,0,9001,,,,,,,,,
-3389,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 60",9001,4284,16099,9807,1,0,8801,0,9102,8807,0,9001,8806,60500000,9001,8805,1,9201,8802,180,9102,,,,,,
-3390,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 60",9001,4200,16099,9807,1,0,8801,0,9102,8807,0,9001,8806,60500000,9001,8805,1,9201,8802,180,9102,,,,,,
-3391,"Karbala 1979 (Polservice) / UTM zone 37N",9001,4743,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3392,"Karbala 1979 (Polservice) / UTM zone 38N",9001,4743,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-3393,"Karbala 1979 (Polservice) / UTM zone 39N",9001,4743,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-3394,"Nahrwan 1934 / Iraq zone",9001,4744,19906,9801,1,0,8802,45,9110,8807,1166200,9001,8801,32.3,9110,8806,1500000,9001,8805,0.9987864078,9201,,,,,,
-3395,"WGS 84 / World Mercator",9001,4326,19883,9804,1,0,8806,0,9001,8807,0,9001,8802,0,9102,8801,0,9102,8805,1,9201,,,,,,
-3396,"PD/83 / Gauss-Kruger zone 3",9001,4746,16263,9807,1,0,8805,1,9201,8802,9,9102,8801,0,9102,8806,3500000,9001,8807,0,9001,,,,,,
-3397,"PD/83 / Gauss-Kruger zone 4",9001,4746,16264,9807,1,0,8805,1,9201,8802,12,9102,8801,0,9102,8807,0,9001,8806,4500000,9001,,,,,,
-3398,"RD/83 / Gauss-Kruger zone 4",9001,4745,16264,9807,1,0,8805,1,9201,8802,12,9102,8801,0,9102,8807,0,9001,8806,4500000,9001,,,,,,
-3399,"RD/83 / Gauss-Kruger zone 5",9001,4745,16265,9807,1,0,8801,0,9102,8807,0,9001,8802,15,9102,8806,5500000,9001,8805,1,9201,,,,,,
-3400,"NAD83 / Alberta 10-TM (Forest)",9001,4269,19881,9807,1,0,8801,0,9102,8802,-115,9102,8806,500000,9001,8807,0,9001,8805,0.9992,9201,,,,,,
-3401,"NAD83 / Alberta 10-TM (Resource)",9001,4269,19882,9807,1,0,8806,0,9001,8801,0,9102,8802,-115,9102,8807,0,9001,8805,0.9992,9201,,,,,,
-3402,"NAD83(CSRS) / Alberta 10-TM (Forest)",9001,4617,19881,9807,1,0,8801,0,9102,8802,-115,9102,8806,500000,9001,8807,0,9001,8805,0.9992,9201,,,,,,
-3403,"NAD83(CSRS) / Alberta 10-TM (Resource)",9001,4617,19882,9807,1,0,8806,0,9001,8801,0,9102,8802,-115,9102,8807,0,9001,8805,0.9992,9201,,,,,,
-3404,"NAD83(HARN) / North Carolina (ftUS)",9003,4152,15346,9802,1,0,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,2000000,9003,8827,0,9003,,,
-3405,"VN-2000 / UTM zone 48N",9001,4756,16048,9807,1,0,8805,0.9996,9201,8802,105,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3406,"VN-2000 / UTM zone 49N",9001,4756,16049,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-3407,Hong Kong 1963 Grid System,9005,4738,19896,9806,1,0,8802,114.10428,9110,8801,22.184368,9110,8806,132033.92,9005,8807,62565.96,9005,,,,,,,,,
-3408,NSIDC EASE-Grid North,9001,4053,19867,9821,1,0,8828,90,9102,8806,0,9001,8807,0,9001,8829,0,9102,,,,,,,,,
-3409,NSIDC EASE-Grid South,9001,4053,19868,9821,1,0,8828,-90,9102,8806,0,9001,8829,0,9102,8807,0,9001,,,,,,,,,
-3410,NSIDC EASE-Grid Global,9001,4053,19869,9834,1,0,8807,0,9001,8823,30,9102,8802,0,9102,8806,0,9001,,,,,,,,,
-3411,NSIDC Sea Ice Polar Stereographic North,9001,4054,19865,9829,1,0,8806,0,9001,8807,0,9001,8833,-45,9102,8832,70,9102,,,,,,,,,
-3412,NSIDC Sea Ice Polar Stereographic South,9001,4054,19866,9829,1,0,8807,0,9001,8833,0,9102,8806,0,9001,8832,-70,9102,,,,,,,,,
-3413,"WGS 84 / NSIDC Sea Ice Polar Stereographic North",9001,4326,19865,9829,1,0,8806,0,9001,8807,0,9001,8833,-45,9102,8832,70,9102,,,,,,,,,
-3414,"SVY21 / Singapore TM",9001,4757,19864,9807,1,0,8802,103.5,9110,8807,38744.572,9001,8801,1.22,9110,8806,28001.642,9001,8805,1,9201,,,,,,
-3415,"WGS 72BE / South China Sea Lambert",9001,4324,19863,9802,1,0,8826,500000,9001,8821,21,9102,8823,18,9102,8827,500000,9001,8822,114,9102,8824,24,9102,,,
-3416,"ETRS89 / Austria Lambert",9001,4258,19947,9802,1,0,8827,400000,9001,8821,47.3,9110,8824,46,9110,8826,400000,9001,8823,49,9110,8822,13.2,9110,,,
-3417,"NAD83 / Iowa North (ft US)",9003,4269,15377,9802,1,0,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,4921250,9003,8827,3280833.3333,9003,,,
-3418,"NAD83 / Iowa South (ft US)",9003,4269,15378,9802,1,0,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,1640416.6667,9003,8827,0,9003,,,
-3419,"NAD83 / Kansas North (ft US)",9003,4269,15379,9802,1,0,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,1312333.3333,9003,8827,0,9003,,,
-3420,"NAD83 / Kansas South (ft US)",9003,4269,15380,9802,1,0,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
-3421,"NAD83 / Nevada East (ft US)",9003,4269,15381,9807,1,0,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,656166.6667,9003,8807,26246666.6667,9003,,,,,,
-3422,"NAD83 / Nevada Central (ft US)",9003,4269,15382,9807,1,0,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,1640416.6667,9003,8807,19685000,9003,,,,,,
-3423,"NAD83 / Nevada West (ft US)",9003,4269,15383,9807,1,0,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,2624666.6667,9003,8807,13123333.3333,9003,,,,,,
-3424,"NAD83 / New Jersey (ft US)",9003,4269,15384,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
-3425,"NAD83(HARN) / Iowa North (ft US)",9003,4152,15377,9802,1,0,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,4921250,9003,8827,3280833.3333,9003,,,
-3426,"NAD83(HARN) / Iowa South (ft US)",9003,4152,15378,9802,1,0,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,1640416.6667,9003,8827,0,9003,,,
-3427,"NAD83(HARN) / Kansas North (ft US)",9003,4152,15379,9802,1,0,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,1312333.3333,9003,8827,0,9003,,,
-3428,"NAD83(HARN) / Kansas South (ft US)",9003,4152,15380,9802,1,0,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
-3429,"NAD83(HARN) / Nevada East (ft US)",9003,4152,15381,9807,1,0,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,656166.6667,9003,8807,26246666.6667,9003,,,,,,
-3430,"NAD83(HARN) / Nevada Central (ft US)",9003,4152,15382,9807,1,0,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,1640416.6667,9003,8807,19685000,9003,,,,,,
-3431,"NAD83(HARN) / Nevada West (ft US)",9003,4152,15383,9807,1,0,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,2624666.6667,9003,8807,13123333.3333,9003,,,,,,
-3432,"NAD83(HARN) / New Jersey (ft US)",9003,4152,15384,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
-3433,"NAD83 / Arkansas North (ftUS)",9003,4269,15385,9802,1,0,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,1312333.3333,9003,8827,0,9003,,,
-3434,"NAD83 / Arkansas South (ftUS)",9003,4269,15386,9802,1,0,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
-3435,"NAD83 / Illinois East (ftUS)",9003,4269,15387,9807,1,0,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,984250,9003,8807,0,9003,,,,,,
-3436,"NAD83 / Illinois West (ftUS)",9003,4269,15388,9807,1,0,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,2296583.3333,9003,8807,0,9003,,,,,,
-3437,"NAD83 / New Hampshire (ftUS)",9003,4269,15389,9807,1,0,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,984250,9003,8807,0,9003,,,,,,
-3438,"NAD83 / Rhode Island (ftUS)",9003,4269,15390,9807,1,0,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,328083.3333,9003,8807,0,9003,,,,,,
-3439,"PSD93 / UTM zone 39N",9001,4134,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-3440,"PSD93 / UTM zone 40N",9001,4134,16040,9807,1,0,8802,57,9102,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
-3441,"NAD83(HARN) / Arkansas North (ftUS)",9003,4152,15385,9802,1,0,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,1312333.3333,9003,8827,0,9003,,,
-3442,"NAD83(HARN) / Arkansas South (ftUS)",9003,4152,15386,9802,1,0,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
-3443,"NAD83(HARN) / Illinois East (ftUS)",9003,4152,15387,9807,1,0,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,984250,9003,8807,0,9003,,,,,,
-3444,"NAD83(HARN) / Illinois West (ftUS)",9003,4152,15388,9807,1,0,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,2296583.3333,9003,8807,0,9003,,,,,,
-3445,"NAD83(HARN) / New Hampshire (ftUS)",9003,4152,15389,9807,1,0,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,984250,9003,8807,0,9003,,,,,,
-3446,"NAD83(HARN) / Rhode Island (ftUS)",9003,4152,15390,9807,1,0,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,328083.3333,9003,8807,0,9003,,,,,,
-3447,"ETRS89 / Belgian Lambert 2005",9001,4258,19862,9802,1,0,8824,51.1,9110,8827,166262,9001,8821,50.4752134,9110,8823,49.5,9110,8822,4.2133177,9110,8826,150328,9001,,,
-3448,"JAD2001 / Jamaica Metric Grid",9001,4758,19860,9801,1,0,8802,-77,9102,8806,750000,9001,8805,1,9201,8807,650000,9001,8801,18,9102,,,,,,
-3449,"JAD2001 / UTM zone 17N",9001,4758,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-3450,"JAD2001 / UTM zone 18N",9001,4758,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3451,"NAD83 / Louisiana North (ftUS)",9003,4269,15391,9802,1,0,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
-3452,"NAD83 / Louisiana South (ftUS)",9003,4269,15392,9802,1,0,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,3280833.3333,9003,8827,0,9003,,,
-3453,"NAD83 / Louisiana Offshore (ftUS)",9003,4269,15393,9802,1,0,8821,25.3,9110,8822,-91.2,9110,8823,27.5,9110,8824,26.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
-3454,"NAD83 / South Dakota North (ftUS)",9003,4269,15395,9802,1,0,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
-3455,"NAD83 / South Dakota South (ftUS)",9003,4269,15395,9802,1,0,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
-3456,"NAD83(HARN) / Louisiana North (ftUS)",9003,4152,15391,9802,1,0,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
-3457,"NAD83(HARN) / Louisiana South (ftUS)",9003,4152,15392,9802,1,0,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,3280833.3333,9003,8827,0,9003,,,
-3458,"NAD83(HARN) / South Dakota North (ftUS)",9003,4152,15394,9802,1,0,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,1968500,9003,8827,0,9003,,,
-3459,"NAD83(HARN) / South Dakota South (ftUS)",9003,4152,15395,9802,1,0,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
-3460,"Fiji 1986 / Fiji Map Grid",9001,4720,19859,9807,1,0,8801,-17,9110,8806,2000000,9001,8807,4000000,9001,8802,178.45,9110,8805,0.99985,9201,,,,,,
-3461,"Dabola 1981 / UTM zone 28N",9001,4155,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-3462,"Dabola 1981 / UTM zone 29N",9001,4155,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3463,"NAD83 / Maine CS2000 Central",9001,4269,11854,9807,1,0,8801,43.3,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
-3464,"NAD83(HARN) / Maine CS2000 Central",9001,4152,11854,9807,1,0,8801,43.3,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
-3465,"NAD83(NSRS2007) / Alabama East",9001,4759,10131,9807,1,0,8801,30.3,9110,8802,-85.5,9110,8805,0.99996,9201,8806,200000,9001,8807,0,9001,,,,,,
-3466,"NAD83(NSRS2007) / Alabama West",9001,4759,10132,9807,1,0,8801,30,9110,8802,-87.3,9110,8805,0.999933333,9201,8806,600000,9001,8807,0,9001,,,,,,
-3467,"NAD83(NSRS2007) / Alaska Albers",9001,4759,15021,9822,1,0,8821,50,9102,8822,-154,9102,8823,55,9102,8824,65,9102,8826,0,9001,8827,0,9001,,,
-3468,"NAD83(NSRS2007) / Alaska zone 1",9001,4759,15031,9812,1,0,8806,5000000,9001,8807,-5000000,9001,8811,57,9110,8812,-133.4,9110,8813,323.07483685,9110,8814,323.07483685,9110,8815,0.9999,9201
-3469,"NAD83(NSRS2007) / Alaska zone 2",9001,4759,15032,9807,1,0,8801,54,9102,8802,-142,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-3470,"NAD83(NSRS2007) / Alaska zone 3",9001,4759,15033,9807,1,0,8801,54,9102,8802,-146,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-3471,"NAD83(NSRS2007) / Alaska zone 4",9001,4759,15034,9807,1,0,8801,54,9102,8802,-150,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-3472,"NAD83(NSRS2007) / Alaska zone 5",9001,4759,15035,9807,1,0,8801,54,9102,8802,-154,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-3473,"NAD83(NSRS2007) / Alaska zone 6",9001,4759,15036,9807,1,0,8801,54,9102,8802,-158,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-3474,"NAD83(NSRS2007) / Alaska zone 7",9001,4759,15037,9807,1,0,8801,54,9102,8802,-162,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-3475,"NAD83(NSRS2007) / Alaska zone 8",9001,4759,15038,9807,1,0,8801,54,9102,8802,-166,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-3476,"NAD83(NSRS2007) / Alaska zone 9",9001,4759,15039,9807,1,0,8801,54,9102,8802,-170,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-3477,"NAD83(NSRS2007) / Alaska zone 10",9001,4759,15040,9802,1,0,8821,51,9110,8822,-176,9110,8823,53.5,9110,8824,51.5,9110,8826,1000000,9001,8827,0,9001,,,
-3478,"NAD83(NSRS2007) / Arizona Central",9001,4759,10232,9807,1,0,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
-3479,"NAD83(NSRS2007) / Arizona Central (ft)",9002,4759,15305,9807,1,0,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
-3480,"NAD83(NSRS2007) / Arizona East",9001,4759,10231,9807,1,0,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
-3481,"NAD83(NSRS2007) / Arizona East (ft)",9002,4759,15304,9807,1,0,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
-3482,"NAD83(NSRS2007) / Arizona West",9001,4759,10233,9807,1,0,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,213360,9001,8807,0,9001,,,,,,
-3483,"NAD83(NSRS2007) / Arizona West (ft)",9002,4759,15306,9807,1,0,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,700000,9002,8807,0,9002,,,,,,
-3484,"NAD83(NSRS2007) / Arkansas North",9001,4759,10331,9802,1,0,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,400000,9001,8827,0,9001,,,
-3485,"NAD83(NSRS2007) / Arkansas North (ftUS)",9003,4759,15385,9802,1,0,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,1312333.3333,9003,8827,0,9003,,,
-3486,"NAD83(NSRS2007) / Arkansas South",9001,4759,10332,9802,1,0,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,400000,9001,8827,400000,9001,,,
-3487,"NAD83(NSRS2007) / Arkansas South (ftUS)",9003,4759,15386,9802,1,0,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
-3488,"NAD83(NSRS2007) / California Albers",9001,4759,10420,9822,1,0,8821,0,9102,8822,-120,9102,8823,34,9102,8824,40.5,9102,8826,0,9001,8827,-4000000,9001,,,
-3489,"NAD83(NSRS2007) / California zone 1",9001,4759,10431,9802,1,0,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,2000000,9001,8827,500000,9001,,,
-3490,"NAD83(NSRS2007) / California zone 1 (ftUS)",9003,4759,15307,9802,1,0,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-3491,"NAD83(NSRS2007) / California zone 2",9001,4759,10432,9802,1,0,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,2000000,9001,8827,500000,9001,,,
-3492,"NAD83(NSRS2007) / California zone 2 (ftUS)",9003,4759,15308,9802,1,0,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-3493,"NAD83(NSRS2007) / California zone 3",9001,4759,10433,9802,1,0,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,2000000,9001,8827,500000,9001,,,
-3494,"NAD83(NSRS2007) / California zone 3 (ftUS)",9003,4759,15309,9802,1,0,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-3495,"NAD83(NSRS2007) / California zone 4",9001,4759,10434,9802,1,0,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,2000000,9001,8827,500000,9001,,,
-3496,"NAD83(NSRS2007) / California zone 4 (ftUS)",9003,4759,15310,9802,1,0,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-3497,"NAD83(NSRS2007) / California zone 5",9001,4759,10435,9802,1,0,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,2000000,9001,8827,500000,9001,,,
-3498,"NAD83(NSRS2007) / California zone 5 (ftUS)",9003,4759,15311,9802,1,0,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-3499,"NAD83(NSRS2007) / California zone 6",9001,4759,10436,9802,1,0,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,2000000,9001,8827,500000,9001,,,
-3500,"NAD83(NSRS2007) / California zone 6 (ftUS)",9003,4759,15312,9802,1,0,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
-3501,"NAD83(NSRS2007) / Colorado Central",9001,4759,10532,9802,1,0,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
-3502,"NAD83(NSRS2007) / Colorado Central (ftUS)",9003,4759,15314,9802,1,0,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,3000000,9003,8827,1000000,9003,,,
-3503,"NAD83(NSRS2007) / Colorado North",9001,4759,10531,9802,1,0,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
-3504,"NAD83(NSRS2007) / Colorado North (ftUS)",9003,4759,15313,9802,1,0,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,3000000,9003,8827,1000000,9003,,,
-3505,"NAD83(NSRS2007) / Colorado South",9001,4759,10533,9802,1,0,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
-3506,"NAD83(NSRS2007) / Colorado South (ftUS)",9003,4759,15315,9802,1,0,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,3000000,9003,8827,1000000,9003,,,
-3507,"NAD83(NSRS2007) / Connecticut",9001,4759,10630,9802,1,0,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,304800.6096,9001,8827,152400.3048,9001,,,
-3508,"NAD83(NSRS2007) / Connecticut (ftUS)",9003,4759,15316,9802,1,0,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,1000000,9003,8827,500000,9003,,,
-3509,"NAD83(NSRS2007) / Delaware",9001,4759,10730,9807,1,0,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,200000,9001,8807,0,9001,,,,,,
-3510,"NAD83(NSRS2007) / Delaware (ftUS)",9003,4759,15317,9807,1,0,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-3511,"NAD83(NSRS2007) / Florida East",9001,4759,10931,9807,1,0,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
-3512,"NAD83(NSRS2007) / Florida East (ftUS)",9003,4759,15318,9807,1,0,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-3513,"NAD83(NSRS2007) / Florida GDL Albers",9001,4759,10934,9822,1,0,8821,24,9110,8822,-84,9110,8823,24,9110,8824,31.3,9110,8826,400000,9001,8827,0,9001,,,
-3514,"NAD83(NSRS2007) / Florida North",9001,4759,10933,9802,1,0,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,600000,9001,8827,0,9001,,,
-3515,"NAD83(NSRS2007) / Florida North (ftUS)",9003,4759,15320,9802,1,0,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,1968500,9003,8827,0,9003,,,
-3516,"NAD83(NSRS2007) / Florida West",9001,4759,10932,9807,1,0,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
-3517,"NAD83(NSRS2007) / Florida West (ftUS)",9003,4759,15319,9807,1,0,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-3518,"NAD83(NSRS2007) / Georgia East",9001,4759,11031,9807,1,0,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
-3519,"NAD83(NSRS2007) / Georgia East (ftUS)",9003,4759,15321,9807,1,0,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-3520,"NAD83(NSRS2007) / Georgia West",9001,4759,11032,9807,1,0,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,700000,9001,8807,0,9001,,,,,,
-3521,"NAD83(NSRS2007) / Georgia West (ftUS)",9003,4759,15322,9807,1,0,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
-3522,"NAD83(NSRS2007) / Idaho Central",9001,4759,11132,9807,1,0,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,500000,9001,8807,0,9001,,,,,,
-3523,"NAD83(NSRS2007) / Idaho Central (ftUS)",9003,4759,15324,9807,1,0,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
-3524,"NAD83(NSRS2007) / Idaho East",9001,4759,11131,9807,1,0,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,200000,9001,8807,0,9001,,,,,,
-3525,"NAD83(NSRS2007) / Idaho East (ftUS)",9003,4759,15323,9807,1,0,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,656166.667,9003,8807,0,9003,,,,,,
-3526,"NAD83(NSRS2007) / Idaho West",9001,4759,11133,9807,1,0,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,800000,9001,8807,0,9001,,,,,,
-3527,"NAD83(NSRS2007) / Idaho West (ftUS)",9003,4759,15325,9807,1,0,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,2624666.667,9003,8807,0,9003,,,,,,
-3528,"NAD83(NSRS2007) / Illinois East",9001,4759,11231,9807,1,0,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,300000,9001,8807,0,9001,,,,,,
-3529,"NAD83(NSRS2007) / Illinois East (ftUS)",9003,4759,15387,9807,1,0,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,984250,9003,8807,0,9003,,,,,,
-3530,"NAD83(NSRS2007) / Illinois West",9001,4759,11232,9807,1,0,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,700000,9001,8807,0,9001,,,,,,
-3531,"NAD83(NSRS2007) / Illinois West (ftUS)",9003,4759,15388,9807,1,0,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,2296583.3333,9003,8807,0,9003,,,,,,
-3532,"NAD83(NSRS2007) / Indiana East",9001,4759,11331,9807,1,0,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,100000,9001,8807,250000,9001,,,,,,
-3533,"NAD83(NSRS2007) / Indiana East (ftUS)",9003,4759,15372,9807,1,0,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,328083.333,9003,8807,820208.333,9003,,,,,,
-3534,"NAD83(NSRS2007) / Indiana West",9001,4759,11332,9807,1,0,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,900000,9001,8807,250000,9001,,,,,,
-3535,"NAD83(NSRS2007) / Indiana West (ftUS)",9003,4759,15373,9807,1,0,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,2952750,9003,8807,820208.333,9003,,,,,,
-3536,"NAD83(NSRS2007) / Iowa North",9001,4759,11431,9802,1,0,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,1500000,9001,8827,1000000,9001,,,
-3537,"NAD83(NSRS2007) / Iowa North (ft US)",9003,4759,15377,9802,1,0,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,4921250,9003,8827,3280833.3333,9003,,,
-3538,"NAD83(NSRS2007) / Iowa South",9001,4759,11432,9802,1,0,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,500000,9001,8827,0,9001,,,
-3539,"NAD83(NSRS2007) / Iowa South (ft US)",9003,4759,15378,9802,1,0,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,1640416.6667,9003,8827,0,9003,,,
-3540,"NAD83(NSRS2007) / Kansas North",9001,4759,11531,9802,1,0,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,400000,9001,8827,0,9001,,,
-3541,"NAD83(NSRS2007) / Kansas North (ft US)",9003,4759,15379,9802,1,0,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,1312333.3333,9003,8827,0,9003,,,
-3542,"NAD83(NSRS2007) / Kansas South",9001,4759,11532,9802,1,0,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,400000,9001,8827,400000,9001,,,
-3543,"NAD83(NSRS2007) / Kansas South (ft US)",9003,4759,15380,9802,1,0,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
-3544,"NAD83(NSRS2007) / Kentucky North",9001,4759,15303,9802,1,0,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,500000,9001,8827,0,9001,,,
-3545,"NAD83(NSRS2007) / Kentucky North (ftUS)",9003,4759,15328,9802,1,0,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,1640416.667,9003,8827,0,9003,,,
-3546,"NAD83(NSRS2007) / Kentucky Single Zone",9001,4759,11630,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,1500000,9001,8827,1000000,9001,,,
-3547,"NAD83(NSRS2007) / Kentucky Single Zone (ftUS)",9003,4759,15375,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,4921250,9003,8827,3280833.333,9003,,,
-3548,"NAD83(NSRS2007) / Kentucky South",9001,4759,11632,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,500000,9001,8827,500000,9001,,,
-3549,"NAD83(NSRS2007) / Kentucky South (ftUS)",9003,4759,15329,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,1640416.667,9003,8827,1640416.667,9003,,,
-3550,"NAD83(NSRS2007) / Louisiana North",9001,4759,11731,9802,1,0,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,1000000,9001,8827,0,9001,,,
-3551,"NAD83(NSRS2007) / Louisiana North (ftUS)",9003,4759,15391,9802,1,0,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
-3552,"NAD83(NSRS2007) / Louisiana South",9001,4759,11732,9802,1,0,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,1000000,9001,8827,0,9001,,,
-3553,"NAD83(NSRS2007) / Louisiana South (ftUS)",9003,4759,15392,9802,1,0,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,3280833.3333,9003,8827,0,9003,,,
-3554,"NAD83(NSRS2007) / Maine CS2000 Central",9001,4759,11854,9807,1,0,8801,43.3,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
-3555,"NAD83(NSRS2007) / Maine CS2000 East",9001,4759,11851,9807,1,0,8801,43.5,9110,8802,-67.523,9110,8805,0.99998,9201,8806,700000,9001,8807,0,9001,,,,,,
-3556,"NAD83(NSRS2007) / Maine CS2000 West",9001,4759,11853,9807,1,0,8801,42.5,9110,8802,-70.223,9110,8805,0.99998,9201,8806,300000,9001,8807,0,9001,,,,,,
-3557,"NAD83(NSRS2007) / Maine East",9001,4759,11831,9807,1,0,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,300000,9001,8807,0,9001,,,,,,
-3558,"NAD83(NSRS2007) / Maine West",9001,4759,11832,9807,1,0,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,900000,9001,8807,0,9001,,,,,,
-3559,"NAD83(NSRS2007) / Maryland",9001,4759,11930,9802,1,0,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,400000,9001,8827,0,9001,,,
-3560,"NAD83 / Utah North (ftUS)",9003,4269,15297,9802,0,0,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640416.6667,9003,8827,3280833.3333,9003,,,
-3561,"Old Hawaiian / Hawaii zone 1",9003,4135,15101,9807,1,0,8801,18.5,9110,8802,-155.3,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
-3562,"Old Hawaiian / Hawaii zone 2",9003,4135,15102,9807,1,0,8801,20.2,9110,8802,-156.4,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
-3563,"Old Hawaiian / Hawaii zone 3",9003,4135,15103,9807,1,0,8801,21.1,9110,8802,-158,9110,8805,0.99999,9201,8806,500000,9003,8807,0,9003,,,,,,
-3564,"Old Hawaiian / Hawaii zone 4",9003,4135,15104,9807,1,0,8801,21.5,9110,8802,-159.3,9110,8805,0.99999,9201,8806,500000,9003,8807,0,9003,,,,,,
-3565,"Old Hawaiian / Hawaii zone 5",9003,4135,15105,9807,1,0,8801,21.4,9110,8802,-160.1,9110,8805,1,9201,8806,500000,9003,8807,0,9003,,,,,,
-3566,"NAD83 / Utah Central (ftUS)",9003,4269,15298,9802,0,0,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640416.6667,9003,8827,6561666.6667,9003,,,
-3567,"NAD83 / Utah South (ftUS)",9003,4269,15299,9802,0,0,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640416.6667,9003,8827,9842500,9003,,,
-3568,"NAD83(HARN) / Utah North (ftUS)",9003,4152,15297,9802,0,0,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640416.6667,9003,8827,3280833.3333,9003,,,
-3569,"NAD83(HARN) / Utah Central (ftUS)",9003,4152,15298,9802,0,0,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640416.6667,9003,8827,6561666.6667,9003,,,
-3570,"NAD83(HARN) / Utah South (ftUS)",9003,4152,15299,9802,0,0,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640416.6667,9003,8827,9842500,9003,,,
-3571,"WGS 84 / North Pole LAEA Bering Sea",9001,4326,17295,9820,1,0,8801,90,9102,8807,0,9001,8806,0,9001,8802,180,9102,,,,,,,,,
-3572,"WGS 84 / North Pole LAEA Alaska",9001,4326,17296,9820,1,0,8801,90,9102,8807,0,9001,8806,0,9001,8802,-150,9102,,,,,,,,,
-3573,"WGS 84 / North Pole LAEA Canada",9001,4326,17297,9820,1,0,8802,-100,9102,8801,90,9102,8807,0,9001,8806,0,9001,,,,,,,,,
-3574,"WGS 84 / North Pole LAEA Atlantic",9001,4326,17298,9820,1,0,8801,90,9102,8802,-40,9102,8807,0,9001,8806,0,9001,,,,,,,,,
-3575,"WGS 84 / North Pole LAEA Europe",9001,4326,17299,9820,1,0,8802,10,9102,8801,90,9102,8807,0,9001,8806,0,9001,,,,,,,,,
-3576,"WGS 84 / North Pole LAEA Russia",9001,4326,17300,9820,1,0,8801,90,9102,8807,0,9001,8806,0,9001,8802,90,9102,,,,,,,,,
-3577,"GDA94 / Australian Albers",9001,4283,17365,9822,1,0,8821,0,9102,8822,132,9102,8824,-36,9102,8823,-18,9102,8826,0,9001,8827,0,9001,,,
-3578,"NAD83 / Yukon Albers",9001,4269,19858,9822,1,0,8824,68,9110,8821,59,9110,8823,61.4,9110,8827,500000,9001,8822,-132.3,9110,8826,500000,9001,,,
-3579,"NAD83(CSRS) / Yukon Albers",9001,4617,19858,9822,1,0,8824,68,9110,8821,59,9110,8823,61.4,9110,8827,500000,9001,8822,-132.3,9110,8826,500000,9001,,,
-3580,"NAD83 / NWT Lambert",9001,4269,19857,9802,1,0,8822,-112,9102,8824,70,9102,8827,0,9001,8823,62,9102,8826,0,9001,8821,0,9102,,,
-3581,"NAD83(CSRS) / NWT Lambert",9001,4617,19857,9802,1,0,8822,-112,9102,8824,70,9102,8827,0,9001,8823,62,9102,8826,0,9001,8821,0,9102,,,
-3582,"NAD83(NSRS2007) / Maryland (ftUS)",9003,4759,15330,9802,1,0,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,1312333.333,9003,8827,0,9003,,,
-3583,"NAD83(NSRS2007) / Massachusetts Island",9001,4759,12032,9802,1,0,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,500000,9001,8827,0,9001,,,
-3584,"NAD83(NSRS2007) / Massachusetts Island (ftUS)",9003,4759,15332,9802,1,0,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,1640416.667,9003,8827,0,9003,,,
-3585,"NAD83(NSRS2007) / Massachusetts Mainland",9001,4759,12031,9802,1,0,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,200000,9001,8827,750000,9001,,,
-3586,"NAD83(NSRS2007) / Massachusetts Mainland (ftUS)",9003,4759,15331,9802,1,0,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,656166.667,9003,8827,2460625,9003,,,
-3587,"NAD83(NSRS2007) / Michigan Central",9001,4759,12142,9802,1,0,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,6000000,9001,8827,0,9001,,,
-3588,"NAD83(NSRS2007) / Michigan Central (ft)",9002,4759,15334,9802,1,0,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,19685039.37,9002,8827,0,9002,,,
-3589,"NAD83(NSRS2007) / Michigan North",9001,4759,12141,9802,1,0,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,8000000,9001,8827,0,9001,,,
-3590,"NAD83(NSRS2007) / Michigan North (ft)",9002,4759,15333,9802,1,0,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,26246719.16,9002,8827,0,9002,,,
-3591,"NAD83(NSRS2007) / Michigan Oblique Mercator",9001,4759,12150,9812,1,0,8806,2546731.496,9001,8807,-4354009.816,9001,8811,45.1833,9110,8812,-86,9110,8813,337.25556,9102,8814,337.25556,9102,8815,0.9996,9201
-3592,"NAD83(NSRS2007) / Michigan South",9001,4759,12143,9802,1,0,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,4000000,9001,8827,0,9001,,,
-3593,"NAD83(NSRS2007) / Michigan South (ft)",9002,4759,15335,9802,1,0,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,13123359.58,9002,8827,0,9002,,,
-3594,"NAD83(NSRS2007) / Minnesota Central",9001,4759,12232,9802,1,0,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,800000,9001,8827,100000,9001,,,
-3595,"NAD83(NSRS2007) / Minnesota North",9001,4759,12231,9802,1,0,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,800000,9001,8827,100000,9001,,,
-3596,"NAD83(NSRS2007) / Minnesota South",9001,4759,12233,9802,1,0,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,800000,9001,8827,100000,9001,,,
-3597,"NAD83(NSRS2007) / Mississippi East",9001,4759,12331,9807,1,0,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,300000,9001,8807,0,9001,,,,,,
-3598,"NAD83(NSRS2007) / Mississippi East (ftUS)",9003,4759,15336,9807,1,0,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,984250,9003,8807,0,9003,,,,,,
-3599,"NAD83(NSRS2007) / Mississippi West",9001,4759,12332,9807,1,0,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,700000,9001,8807,0,9001,,,,,,
-3600,"NAD83(NSRS2007) / Mississippi West (ftUS)",9003,4759,15337,9807,1,0,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
-3601,"NAD83(NSRS2007) / Missouri Central",9001,4759,12432,9807,1,0,8801,35.5,9110,8802,-92.3,9110,8805,0.999933333,9201,8806,500000,9001,8807,0,9001,,,,,,
-3602,"NAD83(NSRS2007) / Missouri East",9001,4759,12431,9807,1,0,8801,35.5,9110,8802,-90.3,9110,8805,0.999933333,9201,8806,250000,9001,8807,0,9001,,,,,,
-3603,"NAD83(NSRS2007) / Missouri West",9001,4759,12433,9807,1,0,8801,36.1,9110,8802,-94.3,9110,8805,0.999941177,9201,8806,850000,9001,8807,0,9001,,,,,,
-3604,"NAD83(NSRS2007) / Montana",9001,4759,12530,9802,1,0,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,600000,9001,8827,0,9001,,,
-3605,"NAD83(NSRS2007) / Montana (ft)",9002,4759,15338,9802,1,0,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,1968503.937,9002,8827,0,9002,,,
-3606,"NAD83(NSRS2007) / Nebraska",9001,4759,12630,9802,1,0,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,500000,9001,8827,0,9001,,,
-3607,"NAD83(NSRS2007) / Nevada Central",9001,4759,12732,9807,1,0,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,500000,9001,8807,6000000,9001,,,,,,
-3608,"NAD83(NSRS2007) / Nevada Central (ft US)",9003,4759,15382,9807,1,0,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,1640416.6667,9003,8807,19685000,9003,,,,,,
-3609,"NAD83(NSRS2007) / Nevada East",9001,4759,12731,9807,1,0,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,200000,9001,8807,8000000,9001,,,,,,
-3610,"NAD83(NSRS2007) / Nevada East (ft US)",9003,4759,15381,9807,1,0,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,656166.6667,9003,8807,26246666.6667,9003,,,,,,
-3611,"NAD83(NSRS2007) / Nevada West",9001,4759,12733,9807,1,0,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,800000,9001,8807,4000000,9001,,,,,,
-3612,"NAD83(NSRS2007) / Nevada West (ft US)",9003,4759,15383,9807,1,0,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,2624666.6667,9003,8807,13123333.3333,9003,,,,,,
-3613,"NAD83(NSRS2007) / New Hampshire",9001,4759,12830,9807,1,0,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,300000,9001,8807,0,9001,,,,,,
-3614,"NAD83(NSRS2007) / New Hampshire (ftUS)",9003,4759,15389,9807,1,0,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,984250,9003,8807,0,9003,,,,,,
-3615,"NAD83(NSRS2007) / New Jersey",9001,4759,12930,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
-3616,"NAD83(NSRS2007) / New Jersey (ft US)",9003,4759,15384,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
-3617,"NAD83(NSRS2007) / New Mexico Central",9001,4759,13032,9807,1,0,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-3618,"NAD83(NSRS2007) / New Mexico Central (ftUS)",9003,4759,15340,9807,1,0,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
-3619,"NAD83(NSRS2007) / New Mexico East",9001,4759,13031,9807,1,0,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,165000,9001,8807,0,9001,,,,,,
-3620,"NAD83(NSRS2007) / New Mexico East (ftUS)",9003,4759,15339,9807,1,0,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,541337.5,9003,8807,0,9003,,,,,,
-3621,"NAD83(NSRS2007) / New Mexico West",9001,4759,13033,9807,1,0,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,830000,9001,8807,0,9001,,,,,,
-3622,"NAD83(NSRS2007) / New Mexico West (ftUS)",9003,4759,15341,9807,1,0,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,2723091.667,9003,8807,0,9003,,,,,,
-3623,"NAD83(NSRS2007) / New York Central",9001,4759,13132,9807,1,0,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,250000,9001,8807,0,9001,,,,,,
-3624,"NAD83(NSRS2007) / New York Central (ftUS)",9003,4759,15343,9807,1,0,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,820208.333,9003,8807,0,9003,,,,,,
-3625,"NAD83(NSRS2007) / New York East",9001,4759,13131,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
-3626,"NAD83(NSRS2007) / New York East (ftUS)",9003,4759,15342,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
-3627,"NAD83(NSRS2007) / New York Long Island",9001,4759,13134,9802,1,0,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,300000,9001,8827,0,9001,,,
-3628,"NAD83(NSRS2007) / New York Long Island (ftUS)",9003,4759,15345,9802,1,0,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,984250,9003,8827,0,9003,,,
-3629,"NAD83(NSRS2007) / New York West",9001,4759,13133,9807,1,0,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,350000,9001,8807,0,9001,,,,,,
-3630,"NAD83(NSRS2007) / New York West (ftUS)",9003,4759,15344,9807,1,0,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,1148291.667,9003,8807,0,9003,,,,,,
-3631,"NAD83(NSRS2007) / North Carolina",9001,4759,13230,9802,1,0,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,609601.22,9001,8827,0,9001,,,
-3632,"NAD83(NSRS2007) / North Carolina (ftUS)",9003,4759,15346,9802,1,0,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,2000000,9003,8827,0,9003,,,
-3633,"NAD83(NSRS2007) / North Dakota North",9001,4759,13331,9802,1,0,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,600000,9001,8827,0,9001,,,
-3634,"NAD83(NSRS2007) / North Dakota North (ft)",9002,4759,15347,9802,1,0,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,1968503.937,9002,8827,0,9002,,,
-3635,"NAD83(NSRS2007) / North Dakota South",9001,4759,13332,9802,1,0,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,600000,9001,8827,0,9001,,,
-3636,"NAD83(NSRS2007) / North Dakota South (ft)",9002,4759,15348,9802,1,0,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,1968503.937,9002,8827,0,9002,,,
-3637,"NAD83(NSRS2007) / Ohio North",9001,4759,13431,9802,1,0,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,600000,9001,8827,0,9001,,,
-3638,"NAD83(NSRS2007) / Ohio South",9001,4759,13432,9802,1,0,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,600000,9001,8827,0,9001,,,
-3639,"NAD83(NSRS2007) / Oklahoma North",9001,4759,13531,9802,1,0,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,600000,9001,8827,0,9001,,,
-3640,"NAD83(NSRS2007) / Oklahoma North (ftUS)",9003,4759,15349,9802,1,0,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,1968500,9003,8827,0,9003,,,
-3641,"NAD83(NSRS2007) / Oklahoma South",9001,4759,13532,9802,1,0,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,600000,9001,8827,0,9001,,,
-3642,"NAD83(NSRS2007) / Oklahoma South (ftUS)",9003,4759,15350,9802,1,0,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,1968500,9003,8827,0,9003,,,
-3643,"NAD83(NSRS2007) / Oregon Lambert",9001,4759,13633,9802,1,0,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,400000,9001,8827,0,9001,,,
-3644,"NAD83(NSRS2007) / Oregon Lambert (ft)",9002,4759,15374,9802,1,0,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,1312335.958,9002,8827,0,9002,,,
-3645,"NAD83(NSRS2007) / Oregon North",9001,4759,13631,9802,1,0,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,2500000,9001,8827,0,9001,,,
-3646,"NAD83(NSRS2007) / Oregon North (ft)",9002,4759,15351,9802,1,0,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,8202099.738,9002,8827,0,9002,,,
-3647,"NAD83(NSRS2007) / Oregon South",9001,4759,13632,9802,1,0,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,1500000,9001,8827,0,9001,,,
-3648,"NAD83(NSRS2007) / Oregon South (ft)",9002,4759,15352,9802,1,0,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,4921259.843,9002,8827,0,9002,,,
-3649,"NAD83(NSRS2007) / Pennsylvania North",9001,4759,13731,9802,1,0,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,600000,9001,8827,0,9001,,,
-3650,"NAD83(NSRS2007) / Pennsylvania North (ftUS)",9003,4759,15353,9802,1,0,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,1968500,9003,8827,0,9003,,,
-3651,"NAD83(NSRS2007) / Pennsylvania South",9001,4759,13732,9802,1,0,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,600000,9001,8827,0,9001,,,
-3652,"NAD83(NSRS2007) / Pennsylvania South (ftUS)",9003,4759,15354,9802,1,0,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,1968500,9003,8827,0,9003,,,
-3653,"NAD83(NSRS2007) / Rhode Island",9001,4759,13830,9807,1,0,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,100000,9001,8807,0,9001,,,,,,
-3654,"NAD83(NSRS2007) / Rhode Island (ftUS)",9003,4759,15390,9807,1,0,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,328083.3333,9003,8807,0,9003,,,,,,
-3655,"NAD83(NSRS2007) / South Carolina",9001,4759,13930,9802,1,0,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,609600,9001,8827,0,9001,,,
-3656,"NAD83(NSRS2007) / South Carolina (ft)",9002,4759,15355,9802,1,0,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,2000000,9002,8827,0,9002,,,
-3657,"NAD83(NSRS2007) / South Dakota North",9001,4759,14031,9802,1,0,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,600000,9001,8827,0,9001,,,
-3658,"NAD83(NSRS2007) / South Dakota North (ftUS)",9003,4759,15394,9802,1,0,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,1968500,9003,8827,0,9003,,,
-3659,"NAD83(NSRS2007) / South Dakota South",9001,4759,14032,9802,1,0,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,600000,9001,8827,0,9001,,,
-3660,"NAD83(NSRS2007) / South Dakota South (ftUS)",9003,4759,15395,9802,1,0,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
-3661,"NAD83(NSRS2007) / Tennessee",9001,4759,14130,9802,1,0,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,600000,9001,8827,0,9001,,,
-3662,"NAD83(NSRS2007) / Tennessee (ftUS)",9003,4759,15356,9802,1,0,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,1968500,9003,8827,0,9003,,,
-3663,"NAD83(NSRS2007) / Texas Central",9001,4759,14233,9802,1,0,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,700000,9001,8827,3000000,9001,,,
-3664,"NAD83(NSRS2007) / Texas Central (ftUS)",9003,4759,15359,9802,1,0,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,2296583.333,9003,8827,9842500,9003,,,
-3665,"NAD83(NSRS2007) / Texas Centric Albers Equal Area",9001,4759,14254,9822,1,0,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,6000000,9001,,,
-3666,"NAD83(NSRS2007) / Texas Centric Lambert Conformal",9001,4759,14253,9802,1,0,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,5000000,9001,,,
-3667,"NAD83(NSRS2007) / Texas North",9001,4759,14231,9802,1,0,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,200000,9001,8827,1000000,9001,,,
-3668,"NAD83(NSRS2007) / Texas North (ftUS)",9003,4759,15357,9802,1,0,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,656166.667,9003,8827,3280833.333,9003,,,
-3669,"NAD83(NSRS2007) / Texas North Central",9001,4759,14232,9802,1,0,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,600000,9001,8827,2000000,9001,,,
-3670,"NAD83(NSRS2007) / Texas North Central (ftUS)",9003,4759,15358,9802,1,0,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,1968500,9003,8827,6561666.667,9003,,,
-3671,"NAD83(NSRS2007) / Texas South",9001,4759,14235,9802,1,0,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,300000,9001,8827,5000000,9001,,,
-3672,"NAD83(NSRS2007) / Texas South (ftUS)",9003,4759,15361,9802,1,0,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,984250,9003,8827,16404166.667,9003,,,
-3673,"NAD83(NSRS2007) / Texas South Central",9001,4759,14234,9802,1,0,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,600000,9001,8827,4000000,9001,,,
-3674,"NAD83(NSRS2007) / Texas South Central (ftUS)",9003,4759,15360,9802,1,0,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,1968500,9003,8827,13123333.333,9003,,,
-3675,"NAD83(NSRS2007) / Utah Central",9001,4759,14332,9802,1,0,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,500000,9001,8827,2000000,9001,,,
-3676,"NAD83(NSRS2007) / Utah Central (ft)",9002,4759,15363,9802,0,0,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640419.948,9002,8827,6561679.79,9002,,,
-3677,"NAD83(NSRS2007) / Utah Central (ftUS)",9003,4759,15298,9802,0,0,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640416.6667,9003,8827,6561666.6667,9003,,,
-3678,"NAD83(NSRS2007) / Utah North",9001,4759,14331,9802,1,0,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,500000,9001,8827,1000000,9001,,,
-3679,"NAD83(NSRS2007) / Utah North (ft)",9002,4759,15362,9802,0,0,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640419.948,9002,8827,3280839.895,9002,,,
-3680,"NAD83(NSRS2007) / Utah North (ftUS)",9003,4759,15297,9802,0,0,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640416.6667,9003,8827,3280833.3333,9003,,,
-3681,"NAD83(NSRS2007) / Utah South",9001,4759,14333,9802,1,0,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,500000,9001,8827,3000000,9001,,,
-3682,"NAD83(NSRS2007) / Utah South (ft)",9002,4759,15364,9802,0,0,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640419.948,9002,8827,9842519.685,9002,,,
-3683,"NAD83(NSRS2007) / Utah South (ftUS)",9003,4759,15299,9802,0,0,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640416.6667,9003,8827,9842500,9003,,,
-3684,"NAD83(NSRS2007) / Vermont",9001,4759,14430,9807,1,0,8801,42.3,9110,8802,-72.3,9110,8805,0.999964286,9201,8806,500000,9001,8807,0,9001,,,,,,
-3685,"NAD83(NSRS2007) / Virginia North",9001,4759,14531,9802,1,0,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,3500000,9001,8827,2000000,9001,,,
-3686,"NAD83(NSRS2007) / Virginia North (ftUS)",9003,4759,15365,9802,1,0,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,11482916.667,9003,8827,6561666.667,9003,,,
-3687,"NAD83(NSRS2007) / Virginia South",9001,4759,14532,9802,1,0,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,3500000,9001,8827,1000000,9001,,,
-3688,"NAD83(NSRS2007) / Virginia South (ftUS)",9003,4759,15366,9802,1,0,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,11482916.667,9003,8827,3280833.333,9003,,,
-3689,"NAD83(NSRS2007) / Washington North",9001,4759,14631,9802,1,0,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,500000,9001,8827,0,9001,,,
-3690,"NAD83(NSRS2007) / Washington North (ftUS)",9003,4759,15367,9802,1,0,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,1640416.667,9003,8827,0,9003,,,
-3691,"NAD83(NSRS2007) / Washington South",9001,4759,14632,9802,1,0,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,500000,9001,8827,0,9001,,,
-3692,"NAD83(NSRS2007) / Washington South (ftUS)",9003,4759,15368,9802,1,0,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,1640416.667,9003,8827,0,9003,,,
-3693,"NAD83(NSRS2007) / West Virginia North",9001,4759,14731,9802,1,0,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,600000,9001,8827,0,9001,,,
-3694,"NAD83(NSRS2007) / West Virginia South",9001,4759,14732,9802,1,0,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,600000,9001,8827,0,9001,,,
-3695,"NAD83(NSRS2007) / Wisconsin Central",9001,4759,14832,9802,1,0,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,600000,9001,8827,0,9001,,,
-3696,"NAD83(NSRS2007) / Wisconsin Central (ftUS)",9003,4759,15370,9802,1,0,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,1968500,9003,8827,0,9003,,,
-3697,"NAD83(NSRS2007) / Wisconsin North",9001,4759,14831,9802,1,0,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,600000,9001,8827,0,9001,,,
-3698,"NAD83(NSRS2007) / Wisconsin North (ftUS)",9003,4759,15369,9802,1,0,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,1968500,9003,8827,0,9003,,,
-3699,"NAD83(NSRS2007) / Wisconsin South",9001,4759,14833,9802,1,0,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,600000,9001,8827,0,9001,,,
-3700,"NAD83(NSRS2007) / Wisconsin South (ftUS)",9003,4759,15371,9802,1,0,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,1968500,9003,8827,0,9003,,,
-3701,"NAD83(NSRS2007) / Wisconsin Transverse Mercator",9001,4759,14841,9807,1,0,8801,0,9102,8802,-90,9102,8805,0.9996,9201,8806,520000,9001,8807,-4480000,9001,,,,,,
-3702,"NAD83(NSRS2007) / Wyoming East",9001,4759,14931,9807,1,0,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,200000,9001,8807,0,9001,,,,,,
-3703,"NAD83(NSRS2007) / Wyoming East Central",9001,4759,14932,9807,1,0,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,400000,9001,8807,100000,9001,,,,,,
-3704,"NAD83(NSRS2007) / Wyoming West Central",9001,4759,14933,9807,1,0,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,600000,9001,8807,0,9001,,,,,,
-3705,"NAD83(NSRS2007) / Wyoming West",9001,4759,14934,9807,1,0,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,800000,9001,8807,100000,9001,,,,,,
-3706,"NAD83(NSRS2007) / UTM zone 59N",9001,4759,16059,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,8807,0,9001,,,,,,
-3707,"NAD83(NSRS2007) / UTM zone 60N",9001,4759,16060,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,177,9102,8801,0,9102,8807,0,9001,,,,,,
-3708,"NAD83(NSRS2007) / UTM zone 1N",9001,4759,16001,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-177,9102,8801,0,9102,,,,,,
-3709,"NAD83(NSRS2007) / UTM zone 2N",9001,4759,16002,9807,1,0,8801,0,9102,8807,0,9001,8802,-171,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3710,"NAD83(NSRS2007) / UTM zone 3N",9001,4759,16003,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-165,9102,8807,0,9001,,,,,,
-3711,"NAD83(NSRS2007) / UTM zone 4N",9001,4759,16004,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-159,9102,8801,0,9102,,,,,,
-3712,"NAD83(NSRS2007) / UTM zone 5N",9001,4759,16005,9807,1,0,8802,-153,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3713,"NAD83(NSRS2007) / UTM zone 6N",9001,4759,16006,9807,1,0,8802,-147,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-3714,"NAD83(NSRS2007) / UTM zone 7N",9001,4759,16007,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-141,9102,,,,,,
-3715,"NAD83(NSRS2007) / UTM zone 8N",9001,4759,16008,9807,1,0,8805,0.9996,9201,8802,-135,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3716,"NAD83(NSRS2007) / UTM zone 9N",9001,4759,16009,9807,1,0,8805,0.9996,9201,8802,-129,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-3717,"NAD83(NSRS2007) / UTM zone 10N",9001,4759,16010,9807,1,0,8801,0,9102,8807,0,9001,8802,-123,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3718,"NAD83(NSRS2007) / UTM zone 11N",9001,4759,16011,9807,1,0,8802,-117,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-3719,"NAD83(NSRS2007) / UTM zone 12N",9001,4759,16012,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-111,9102,8801,0,9102,8807,0,9001,,,,,,
-3720,"NAD83(NSRS2007) / UTM zone 13N",9001,4759,16013,9807,1,0,8802,-105,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3721,"NAD83(NSRS2007) / UTM zone 14N",9001,4759,16014,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,8807,0,9001,,,,,,
-3722,"NAD83(NSRS2007) / UTM zone 15N",9001,4759,16015,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-93,9102,,,,,,
-3723,"NAD83(NSRS2007) / UTM zone 16N",9001,4759,16016,9807,1,0,8805,0.9996,9201,8802,-87,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3724,"NAD83(NSRS2007) / UTM zone 17N",9001,4759,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-3725,"NAD83(NSRS2007) / UTM zone 18N",9001,4759,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3726,"NAD83(NSRS2007) / UTM zone 19N",9001,4759,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-3727,"Reunion 1947 / TM Reunion",9001,4626,19856,9807,1,0,8806,160000,9001,8801,-21.07,9110,8807,50000,9001,8802,55.32,9110,8805,1,9201,,,,,,
-3728,"NAD83(NSRS2007) / Ohio North (ftUS)",9003,4759,13433,9802,1,0,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,1968500,9003,8827,0,9003,,,
-3729,"NAD83(NSRS2007) / Ohio South (ftUS)",9003,4759,13434,9802,1,0,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,1968500,9003,8827,0,9003,,,
-3730,"NAD83(NSRS2007) / Wyoming East (ftUS)",9003,4759,14935,9807,1,0,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,656166.6667,9003,8807,0,9003,,,,,,
-3731,"NAD83(NSRS2007) / Wyoming East Central (ftUS)",9003,4759,14936,9807,1,0,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,1312333.3333,9003,8807,328083.3333,9003,,,,,,
-3732,"NAD83(NSRS2007) / Wyoming West Central (ftUS)",9003,4759,14937,9807,1,0,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,1968500,9003,8807,0,9003,,,,,,
-3733,"NAD83(NSRS2007) / Wyoming West (ftUS)",9003,4759,14938,9807,1,0,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,2624666.6667,9003,8807,328083.3333,9003,,,,,,
-3734,"NAD83 / Ohio North (ftUS)",9003,4269,13433,9802,1,0,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,1968500,9003,8827,0,9003,,,
-3735,"NAD83 / Ohio South (ftUS)",9003,4269,13434,9802,1,0,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,1968500,9003,8827,0,9003,,,
-3736,"NAD83 / Wyoming East (ftUS)",9003,4269,14935,9807,1,0,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,656166.6667,9003,8807,0,9003,,,,,,
-3737,"NAD83 / Wyoming East Central (ftUS)",9003,4269,14936,9807,1,0,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,1312333.3333,9003,8807,328083.3333,9003,,,,,,
-3738,"NAD83 / Wyoming West Central (ftUS)",9003,4269,14937,9807,1,0,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,1968500,9003,8807,0,9003,,,,,,
-3739,"NAD83 / Wyoming West (ftUS)",9003,4269,14938,9807,1,0,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,2624666.6667,9003,8807,328083.3333,9003,,,,,,
-3740,"NAD83(HARN) / UTM zone 10N",9001,4152,16010,9807,1,0,8801,0,9102,8807,0,9001,8802,-123,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3741,"NAD83(HARN) / UTM zone 11N",9001,4152,16011,9807,1,0,8802,-117,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-3742,"NAD83(HARN) / UTM zone 12N",9001,4152,16012,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-111,9102,8801,0,9102,8807,0,9001,,,,,,
-3743,"NAD83(HARN) / UTM zone 13N",9001,4152,16013,9807,1,0,8802,-105,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3744,"NAD83(HARN) / UTM zone 14N",9001,4152,16014,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,8807,0,9001,,,,,,
-3745,"NAD83(HARN) / UTM zone 15N",9001,4152,16015,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-93,9102,,,,,,
-3746,"NAD83(HARN) / UTM zone 16N",9001,4152,16016,9807,1,0,8805,0.9996,9201,8802,-87,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-3747,"NAD83(HARN) / UTM zone 17N",9001,4152,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-3748,"NAD83(HARN) / UTM zone 18N",9001,4152,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-3749,"NAD83(HARN) / UTM zone 19N",9001,4152,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-3750,"NAD83(HARN) / UTM zone 4N",9001,4152,16004,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-159,9102,8801,0,9102,,,,,,
-3751,"NAD83(HARN) / UTM zone 5N",9001,4152,16005,9807,1,0,8802,-153,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-3752,"WGS 84 / Mercator 41",9001,4326,19855,9804,1,0,8806,0,9001,8801,-41,9102,8802,100,9102,8807,0,9001,8805,1,9201,,,,,,
-3753,"NAD83(HARN) / Ohio North (ftUS)",9003,4152,13433,9802,1,0,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,1968500,9003,8827,0,9003,,,
-3754,"NAD83(HARN) / Ohio South (ftUS)",9003,4152,13434,9802,1,0,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,1968500,9003,8827,0,9003,,,
-3755,"NAD83(HARN) / Wyoming East (ftUS)",9003,4152,14935,9807,1,0,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,656166.6667,9003,8807,0,9003,,,,,,
-3756,"NAD83(HARN) / Wyoming East Central (ftUS)",9003,4152,14936,9807,1,0,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,1312333.3333,9003,8807,328083.3333,9003,,,,,,
-3757,"NAD83(HARN) / Wyoming West Central (ftUS)",9003,4152,14937,9807,1,0,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,1968500,9003,8807,0,9003,,,,,,
-3758,"NAD83(HARN) / Wyoming West (ftUS)",9003,4152,14938,9807,1,0,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,2624666.6667,9003,8807,328083.3333,9003,,,,,,
-3759,"NAD83 / Hawaii zone 3 (ftUS)",9003,4269,15138,9807,1,0,8801,21.1,9110,8802,-158,9110,8805,0.99999,9201,8806,1640416.6667,9003,8807,0,9003,,,,,,
-3760,"NAD83(HARN) / Hawaii zone 3 (ftUS)",9003,4152,15138,9807,1,0,8801,21.1,9110,8802,-158,9110,8805,0.99999,9201,8806,1640416.6667,9003,8807,0,9003,,,,,,
-3761,"NAD83(CSRS) / UTM zone 22N",9001,4617,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-3762,"WGS 84 / South Georgia Lambert",9001,4326,19854,9802,1,0,8821,-55,9102,8824,-54.45,9110,8826,0,9001,8822,-37,9102,8823,-54,9110,8827,0,9001,,,
-3920,"Puerto Rico / UTM zone 20N",9001,4139,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-3991,Puerto Rico State Plane CS of 1927,9003,4139,15201,9802,1,0,8821,17.5,9110,8822,-66.26,9110,8823,18.26,9110,8824,18.02,9110,8826,500000,9003,8827,0,9003,,,
-3992,"Puerto Rico / St. Croix",9003,4139,15202,9802,1,0,8821,17.5,9110,8822,-66.26,9110,8823,18.26,9110,8824,18.02,9110,8826,500000,9003,8827,100000,9003,,,
-3993,"Guam 1963 / Guam SPCS",9001,4675,15400,9831,1,0,8801,13.282087887,9110,8802,144.445550254,9110,8806,50000,9001,8807,50000,9001,,,,,,,,,
-20004,"Pulkovo 1995 / Gauss-Kruger zone 4",9001,4200,16204,9807,1,0,8802,21,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,4500000,9001,,,,,,
-20005,"Pulkovo 1995 / Gauss-Kruger zone 5",9001,4200,16205,9807,1,0,8806,5500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-20006,"Pulkovo 1995 / Gauss-Kruger zone 6",9001,4200,16206,9807,1,0,8807,0,9001,8806,6500000,9001,8801,0,9102,8805,1,9201,8802,33,9102,,,,,,
-20007,"Pulkovo 1995 / Gauss-Kruger zone 7",9001,4200,16207,9807,1,0,8805,1,9201,8802,39,9102,8801,0,9102,8806,7500000,9001,8807,0,9001,,,,,,
-20008,"Pulkovo 1995 / Gauss-Kruger zone 8",9001,4200,16208,9807,1,0,8806,8500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,8807,0,9001,,,,,,
-20009,"Pulkovo 1995 / Gauss-Kruger zone 9",9001,4200,16209,9807,1,0,8801,0,9102,8807,0,9001,8802,51,9102,8806,9500000,9001,8805,1,9201,,,,,,
-20010,"Pulkovo 1995 / Gauss-Kruger zone 10",9001,4200,16210,9807,1,0,8801,0,9102,8806,10500000,9001,8805,1,9201,8802,57,9102,8807,0,9001,,,,,,
-20011,"Pulkovo 1995 / Gauss-Kruger zone 11",9001,4200,16211,9807,1,0,8807,0,9001,8806,11500000,9001,8805,1,9201,8802,63,9102,8801,0,9102,,,,,,
-20012,"Pulkovo 1995 / Gauss-Kruger zone 12",9001,4200,16212,9807,1,0,8802,69,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,12500000,9001,,,,,,
-20013,"Pulkovo 1995 / Gauss-Kruger zone 13",9001,4200,16213,9807,1,0,8802,75,9102,8801,0,9102,8807,0,9001,8806,13500000,9001,8805,1,9201,,,,,,
-20014,"Pulkovo 1995 / Gauss-Kruger zone 14",9001,4200,16214,9807,1,0,8807,0,9001,8806,14500000,9001,8801,0,9102,8805,1,9201,8802,81,9102,,,,,,
-20015,"Pulkovo 1995 / Gauss-Kruger zone 15",9001,4200,16215,9807,1,0,8801,0,9102,8805,1,9201,8802,87,9102,8806,15500000,9001,8807,0,9001,,,,,,
-20016,"Pulkovo 1995 / Gauss-Kruger zone 16",9001,4200,16216,9807,1,0,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,8806,16500000,9001,,,,,,
-20017,"Pulkovo 1995 / Gauss-Kruger zone 17",9001,4200,16217,9807,1,0,8801,0,9102,8807,0,9001,8802,99,9102,8806,17500000,9001,8805,1,9201,,,,,,
-20018,"Pulkovo 1995 / Gauss-Kruger zone 18",9001,4200,16218,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8806,18500000,9001,8807,0,9001,,,,,,
-20019,"Pulkovo 1995 / Gauss-Kruger zone 19",9001,4200,16219,9807,1,0,8806,19500000,9001,8805,1,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-20020,"Pulkovo 1995 / Gauss-Kruger zone 20",9001,4200,16220,9807,1,0,8802,117,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,20500000,9001,,,,,,
-20021,"Pulkovo 1995 / Gauss-Kruger zone 21",9001,4200,16221,9807,1,0,8805,1,9201,8802,123,9102,8801,0,9102,8807,0,9001,8806,21500000,9001,,,,,,
-20022,"Pulkovo 1995 / Gauss-Kruger zone 22",9001,4200,16222,9807,1,0,8807,0,9001,8806,22500000,9001,8801,0,9102,8805,1,9201,8802,129,9102,,,,,,
-20023,"Pulkovo 1995 / Gauss-Kruger zone 23",9001,4200,16223,9807,1,0,8805,1,9201,8802,135,9102,8801,0,9102,8806,23500000,9001,8807,0,9001,,,,,,
-20024,"Pulkovo 1995 / Gauss-Kruger zone 24",9001,4200,16224,9807,1,0,8807,0,9001,8806,24500000,9001,8805,1,9201,8802,141,9102,8801,0,9102,,,,,,
-20025,"Pulkovo 1995 / Gauss-Kruger zone 25",9001,4200,16225,9807,1,0,8802,147,9102,8801,0,9102,8807,0,9001,8806,25500000,9001,8805,1,9201,,,,,,
-20026,"Pulkovo 1995 / Gauss-Kruger zone 26",9001,4200,16226,9807,1,0,8801,0,9102,8806,26500000,9001,8805,1,9201,8802,153,9102,8807,0,9001,,,,,,
-20027,"Pulkovo 1995 / Gauss-Kruger zone 27",9001,4200,16227,9807,1,0,8807,0,9001,8806,27500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,,,,,,
-20028,"Pulkovo 1995 / Gauss-Kruger zone 28",9001,4200,16228,9807,1,0,8802,165,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,28500000,9001,,,,,,
-20029,"Pulkovo 1995 / Gauss-Kruger zone 29",9001,4200,16229,9807,1,0,8802,171,9102,8801,0,9102,8807,0,9001,8806,29500000,9001,8805,1,9201,,,,,,
-20030,"Pulkovo 1995 / Gauss-Kruger zone 30",9001,4200,16230,9807,1,0,8807,0,9001,8806,30500000,9001,8801,0,9102,8805,1,9201,8802,177,9102,,,,,,
-20031,"Pulkovo 1995 / Gauss-Kruger zone 31",9001,4200,16231,9807,1,0,8802,-177,9102,8801,0,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
-20032,"Pulkovo 1995 / Gauss-Kruger zone 32",9001,4200,16232,9807,1,0,8805,1,9201,8802,-171,9102,8801,0,9102,8807,0,9001,8806,32500000,9001,,,,,,
-20064,"Pulkovo 1995 / Gauss-Kruger 4N",9001,4200,16304,9807,1,1,8805,1,9201,8802,21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-20065,"Pulkovo 1995 / Gauss-Kruger 5N",9001,4200,16305,9807,1,1,8806,500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-20066,"Pulkovo 1995 / Gauss-Kruger 6N",9001,4200,16306,9807,1,1,8801,0,9102,8807,0,9001,8802,33,9102,8806,500000,9001,8805,1,9201,,,,,,
-20067,"Pulkovo 1995 / Gauss-Kruger 7N",9001,4200,16307,9807,1,1,8801,0,9102,8806,500000,9001,8805,1,9201,8802,39,9102,8807,0,9001,,,,,,
-20068,"Pulkovo 1995 / Gauss-Kruger 8N",9001,4200,16308,9807,1,1,8807,0,9001,8806,500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-20069,"Pulkovo 1995 / Gauss-Kruger 9N",9001,4200,16309,9807,1,1,8801,0,9102,8802,51,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-20070,"Pulkovo 1995 / Gauss-Kruger 10N",9001,4200,16310,9807,1,1,8802,57,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-20071,"Pulkovo 1995 / Gauss-Kruger 11N",9001,4200,16311,9807,1,1,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,63,9102,,,,,,
-20072,"Pulkovo 1995 / Gauss-Kruger 12N",9001,4200,16312,9807,1,1,8801,0,9102,8805,1,9201,8802,69,9102,8806,500000,9001,8807,0,9001,,,,,,
-20073,"Pulkovo 1995 / Gauss-Kruger 13N",9001,4200,16313,9807,1,1,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-20074,"Pulkovo 1995 / Gauss-Kruger 14N",9001,4200,16314,9807,1,1,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-20075,"Pulkovo 1995 / Gauss-Kruger 15N",9001,4200,16315,9807,1,1,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-20076,"Pulkovo 1995 / Gauss-Kruger 16N",9001,4200,16316,9807,1,1,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-20077,"Pulkovo 1995 / Gauss-Kruger 17N",9001,4200,16317,9807,1,1,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-20078,"Pulkovo 1995 / Gauss-Kruger 18N",9001,4200,16318,9807,1,1,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-20079,"Pulkovo 1995 / Gauss-Kruger 19N",9001,4200,16319,9807,1,1,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-20080,"Pulkovo 1995 / Gauss-Kruger 20N",9001,4200,16320,9807,1,1,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-20081,"Pulkovo 1995 / Gauss-Kruger 21N",9001,4200,16321,9807,1,1,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-20082,"Pulkovo 1995 / Gauss-Kruger 22N",9001,4200,16322,9807,1,1,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-20083,"Pulkovo 1995 / Gauss-Kruger 23N",9001,4200,16323,9807,1,1,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-20084,"Pulkovo 1995 / Gauss-Kruger 24N",9001,4200,16324,9807,1,1,8806,500000,9001,8805,1,9201,8802,141,9102,8801,0,9102,8807,0,9001,,,,,,
-20085,"Pulkovo 1995 / Gauss-Kruger 25N",9001,4200,16325,9807,1,1,8802,147,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-20086,"Pulkovo 1995 / Gauss-Kruger 26N",9001,4200,16326,9807,1,1,8802,153,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-20087,"Pulkovo 1995 / Gauss-Kruger 27N",9001,4200,16327,9807,1,1,8807,0,9001,8806,500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,,,,,,
-20088,"Pulkovo 1995 / Gauss-Kruger 28N",9001,4200,16328,9807,1,1,8806,500000,9001,8805,1,9201,8802,165,9102,8807,0,9001,8801,0,9102,,,,,,
-20089,"Pulkovo 1995 / Gauss-Kruger 29N",9001,4200,16329,9807,1,1,8805,1,9201,8802,171,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-20090,"Pulkovo 1995 / Gauss-Kruger 30N",9001,4200,16330,9807,1,1,8801,0,9102,8807,0,9001,8802,177,9102,8806,500000,9001,8805,1,9201,,,,,,
-20091,"Pulkovo 1995 / Gauss-Kruger 31N",9001,4200,16331,9807,1,1,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,8802,-177,9102,,,,,,
-20092,"Pulkovo 1995 / Gauss-Kruger 32N",9001,4200,16332,9807,1,1,8806,500000,9001,8805,1,9201,8802,-171,9102,8801,0,9102,8807,0,9001,,,,,,
-20135,"Adindan / UTM zone 35N",9001,4201,16035,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-20136,"Adindan / UTM zone 36N",9001,4201,16036,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,33,9102,8801,0,9102,,,,,,
-20137,"Adindan / UTM zone 37N",9001,4201,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-20138,"Adindan / UTM zone 38N",9001,4201,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-20248,"AGD66 / AMG zone 48",9001,4202,17448,9807,1,0,8801,0,9102,8802,105,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-20249,"AGD66 / AMG zone 49",9001,4202,17449,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8807,10000000,9001,,,,,,
-20250,"AGD66 / AMG zone 50",9001,4202,17450,9807,1,0,8801,0,9102,8806,500000,9001,8807,10000000,9001,8805,0.9996,9201,8802,117,9102,,,,,,
-20251,"AGD66 / AMG zone 51",9001,4202,17451,9807,1,0,8806,500000,9001,8802,123,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,,,,,,
-20252,"AGD66 / AMG zone 52",9001,4202,17452,9807,1,0,8802,129,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-20253,"AGD66 / AMG zone 53",9001,4202,17453,9807,1,0,8802,135,9102,8807,10000000,9001,8801,0,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-20254,"AGD66 / AMG zone 54",9001,4202,17454,9807,1,0,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
-20255,"AGD66 / AMG zone 55",9001,4202,17455,9807,1,0,8805,0.9996,9201,8802,147,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-20256,"AGD66 / AMG zone 56",9001,4202,17456,9807,1,0,8805,0.9996,9201,8801,0,9102,8802,153,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-20257,"AGD66 / AMG zone 57",9001,4202,17457,9807,1,0,8802,159,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-20258,"AGD66 / AMG zone 58",9001,4202,17458,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,165,9102,8807,10000000,9001,,,,,,
-20348,"AGD84 / AMG zone 48",9001,4203,17448,9807,1,0,8801,0,9102,8802,105,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-20349,"AGD84 / AMG zone 49",9001,4203,17449,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8807,10000000,9001,,,,,,
-20350,"AGD84 / AMG zone 50",9001,4203,17450,9807,1,0,8801,0,9102,8806,500000,9001,8807,10000000,9001,8805,0.9996,9201,8802,117,9102,,,,,,
-20351,"AGD84 / AMG zone 51",9001,4203,17451,9807,1,0,8806,500000,9001,8802,123,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,,,,,,
-20352,"AGD84 / AMG zone 52",9001,4203,17452,9807,1,0,8802,129,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-20353,"AGD84 / AMG zone 53",9001,4203,17453,9807,1,0,8802,135,9102,8807,10000000,9001,8801,0,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-20354,"AGD84 / AMG zone 54",9001,4203,17454,9807,1,0,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
-20355,"AGD84 / AMG zone 55",9001,4203,17455,9807,1,0,8805,0.9996,9201,8802,147,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-20356,"AGD84 / AMG zone 56",9001,4203,17456,9807,1,0,8805,0.9996,9201,8801,0,9102,8802,153,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-20357,"AGD84 / AMG zone 57",9001,4203,17457,9807,1,0,8802,159,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-20358,"AGD84 / AMG zone 58",9001,4203,17458,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,165,9102,8807,10000000,9001,,,,,,
-20436,"Ain el Abd / UTM zone 36N",9001,4204,16036,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,33,9102,8801,0,9102,,,,,,
-20437,"Ain el Abd / UTM zone 37N",9001,4204,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-20438,"Ain el Abd / UTM zone 38N",9001,4204,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-20439,"Ain el Abd / UTM zone 39N",9001,4204,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-20440,"Ain el Abd / UTM zone 40N",9001,4204,16040,9807,1,0,8802,57,9102,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
-20499,"Ain el Abd / Bahrain Grid",9001,4204,19900,9807,1,0,8805,0.9996,9201,8802,51,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-20538,"Afgooye / UTM zone 38N",9001,4205,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-20539,"Afgooye / UTM zone 39N",9001,4205,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-20790,"Lisbon (Lisbon)/Portuguese National Grid",9001,4803,19936,9807,1,0,8807,300000,9001,8802,1,9110,8806,200000,9001,8801,39.4,9110,8805,1,9201,,,,,,
-20791,"Lisbon (Lisbon)/Portuguese Grid",9001,4803,19969,9807,1,0,8802,1,9110,8805,1,9201,8807,0,9001,8806,0,9001,8801,39.4,9110,,,,,,
-20822,"Aratu / UTM zone 22S",9001,4208,16122,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-51,9102,8801,0,9102,8807,10000000,9001,,,,,,
-20823,"Aratu / UTM zone 23S",9001,4208,16123,9807,1,0,8802,-45,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-20824,"Aratu / UTM zone 24S",9001,4208,16124,9807,1,0,8805,0.9996,9201,8802,-39,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-20934,"Arc 1950 / UTM zone 34S",9001,4209,16134,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,21,9102,8801,0,9102,,,,,,
-20935,"Arc 1950 / UTM zone 35S",9001,4209,16135,9807,1,0,8805,0.9996,9201,8802,27,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-20936,"Arc 1950 / UTM zone 36S",9001,4209,16136,9807,1,0,8801,0,9102,8807,10000000,9001,8802,33,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-21035,"Arc 1960 / UTM zone 35S",9001,4210,16135,9807,1,0,8805,0.9996,9201,8802,27,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-21036,"Arc 1960 / UTM zone 36S",9001,4210,16136,9807,1,0,8801,0,9102,8807,10000000,9001,8802,33,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-21037,"Arc 1960 / UTM zone 37S",9001,4210,16137,9807,1,0,8802,39,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-21095,"Arc 1960 / UTM zone 35N",9001,4210,16035,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-21096,"Arc 1960 / UTM zone 36N",9001,4210,16036,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,33,9102,8801,0,9102,,,,,,
-21097,"Arc 1960 / UTM zone 37N",9001,4210,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-21100,"Batavia (Jakarta) / NEIEZ",9001,4813,19905,9804,1,1,8806,3900000,9001,8805,0.997,9201,8801,0,9102,8802,110,9102,8807,900000,9001,,,,,,
-21148,"Batavia / UTM zone 48S",9001,4211,16148,9807,1,0,8802,105,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-21149,"Batavia / UTM zone 49S",9001,4211,16149,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,111,9102,,,,,,
-21150,"Batavia / UTM zone 50S",9001,4211,16150,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,117,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-21291,"Barbados 1938 / British West Indies Grid",9001,4212,19942,9807,1,0,8801,0,9102,8802,-62,9102,8807,0,9001,8805,0.9995,9201,8806,400000,9001,,,,,,
-21292,"Barbados 1938 / Barbados National Grid",9001,4212,19943,9807,1,0,8805,0.9999986,9201,8801,13.1035,9110,8802,-59.3335,9110,8806,30000,9001,8807,75000,9001,,,,,,
-21413,"Beijing 1954 / Gauss-Kruger zone 13",9001,4214,16213,9807,1,0,8802,75,9102,8801,0,9102,8807,0,9001,8806,13500000,9001,8805,1,9201,,,,,,
-21414,"Beijing 1954 / Gauss-Kruger zone 14",9001,4214,16214,9807,1,0,8807,0,9001,8806,14500000,9001,8801,0,9102,8805,1,9201,8802,81,9102,,,,,,
-21415,"Beijing 1954 / Gauss-Kruger zone 15",9001,4214,16215,9807,1,0,8801,0,9102,8805,1,9201,8802,87,9102,8806,15500000,9001,8807,0,9001,,,,,,
-21416,"Beijing 1954 / Gauss-Kruger zone 16",9001,4214,16216,9807,1,0,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,8806,16500000,9001,,,,,,
-21417,"Beijing 1954 / Gauss-Kruger zone 17",9001,4214,16217,9807,1,0,8801,0,9102,8807,0,9001,8802,99,9102,8806,17500000,9001,8805,1,9201,,,,,,
-21418,"Beijing 1954 / Gauss-Kruger zone 18",9001,4214,16218,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8806,18500000,9001,8807,0,9001,,,,,,
-21419,"Beijing 1954 / Gauss-Kruger zone 19",9001,4214,16219,9807,1,0,8806,19500000,9001,8805,1,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-21420,"Beijing 1954 / Gauss-Kruger zone 20",9001,4214,16220,9807,1,0,8802,117,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,20500000,9001,,,,,,
-21421,"Beijing 1954 / Gauss-Kruger zone 21",9001,4214,16221,9807,1,0,8805,1,9201,8802,123,9102,8801,0,9102,8807,0,9001,8806,21500000,9001,,,,,,
-21422,"Beijing 1954 / Gauss-Kruger zone 22",9001,4214,16222,9807,1,0,8807,0,9001,8806,22500000,9001,8801,0,9102,8805,1,9201,8802,129,9102,,,,,,
-21423,"Beijing 1954 / Gauss-Kruger zone 23",9001,4214,16223,9807,1,0,8805,1,9201,8802,135,9102,8801,0,9102,8806,23500000,9001,8807,0,9001,,,,,,
-21453,"Beijing 1954 / Gauss-Kruger CM 75E",9001,4214,16313,9807,1,0,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-21454,"Beijing 1954 / Gauss-Kruger CM 81E",9001,4214,16314,9807,1,0,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-21455,"Beijing 1954 / Gauss-Kruger CM 87E",9001,4214,16315,9807,1,0,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-21456,"Beijing 1954 / Gauss-Kruger CM 93E",9001,4214,16316,9807,1,0,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-21457,"Beijing 1954 / Gauss-Kruger CM 99E",9001,4214,16317,9807,1,0,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-21458,"Beijing 1954 / Gauss-Kruger CM 105E",9001,4214,16318,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-21459,"Beijing 1954 / Gauss-Kruger CM 111E",9001,4214,16319,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-21460,"Beijing 1954 / Gauss-Kruger CM 117E",9001,4214,16320,9807,1,0,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-21461,"Beijing 1954 / Gauss-Kruger CM 123E",9001,4214,16321,9807,1,0,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-21462,"Beijing 1954 / Gauss-Kruger CM 129E",9001,4214,16322,9807,1,0,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-21463,"Beijing 1954 / Gauss-Kruger CM 135E",9001,4214,16323,9807,1,0,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-21473,"Beijing 1954 / Gauss-Kruger 13N",9001,4214,16313,9807,1,1,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-21474,"Beijing 1954 / Gauss-Kruger 14N",9001,4214,16314,9807,1,1,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-21475,"Beijing 1954 / Gauss-Kruger 15N",9001,4214,16315,9807,1,1,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-21476,"Beijing 1954 / Gauss-Kruger 16N",9001,4214,16316,9807,1,1,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-21477,"Beijing 1954 / Gauss-Kruger 17N",9001,4214,16317,9807,1,1,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-21478,"Beijing 1954 / Gauss-Kruger 18N",9001,4214,16318,9807,1,1,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-21479,"Beijing 1954 / Gauss-Kruger 19N",9001,4214,16319,9807,1,1,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-21480,"Beijing 1954 / Gauss-Kruger 20N",9001,4214,16320,9807,1,1,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-21481,"Beijing 1954 / Gauss-Kruger 21N",9001,4214,16321,9807,1,1,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-21482,"Beijing 1954 / Gauss-Kruger 22N",9001,4214,16322,9807,1,1,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-21483,"Beijing 1954 / Gauss-Kruger 23N",9001,4214,16323,9807,1,1,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-21500,"Belge 1950 (Brussels) / Belge Lambert 50",9001,4809,19901,9802,1,0,8827,5400000,9001,8824,51.1,9110,8821,90,9110,8822,0,9110,8826,150000,9001,8823,49.5,9110,,,
-21780,"Bern 1898 (Bern) / LV03C",9001,4801,19923,9815,1,0,8811,46.570866,9110,8812,0,9110,8814,90,9110,8815,1,9201,8817,0,9001,8816,0,9001,8813,90,9110
-21781,"CH1903 / LV03",9001,4149,19922,9815,1,0,8816,600000,9001,8814,90,9110,8813,90,9110,8811,46.570866,9110,8812,7.26225,9110,8815,1,9201,8817,200000,9001
-21817,"Bogota 1975 / UTM zone 17N",9001,4218,16017,9807,1,1,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-21818,"Bogota 1975 / UTM zone 18N",9001,4218,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-21891,"Bogota 1975 / Colombia West zone",9001,4218,18051,9807,1,1,8805,1,9201,8806,1000000,9001,8802,-77.04513,9110,8801,4.355657,9110,8807,1000000,9001,,,,,,
-21892,"Bogota 1975 / Colombia Bogota zone",9001,4218,18052,9807,1,1,8807,1000000,9001,8806,1000000,9001,8801,4.355657,9110,8805,1,9201,8802,-74.04513,9110,,,,,,
-21893,"Bogota 1975 / Colombia East Central zone",9001,4218,18053,9807,1,1,8802,-71.04513,9110,8805,1,9201,8807,1000000,9001,8806,1000000,9001,8801,4.355657,9110,,,,,,
-21894,"Bogota 1975 / Colombia East",9001,4218,18054,9807,1,1,8806,1000000,9001,8805,1,9201,8807,1000000,9001,8801,4.355657,9110,8802,-68.04513,9110,,,,,,
-21896,"Bogota 1975 / Colombia West zone",9001,4218,18051,9807,1,0,8805,1,9201,8806,1000000,9001,8802,-77.04513,9110,8801,4.355657,9110,8807,1000000,9001,,,,,,
-21897,"Bogota 1975 / Colombia Bogota zone",9001,4218,18052,9807,1,0,8807,1000000,9001,8806,1000000,9001,8801,4.355657,9110,8805,1,9201,8802,-74.04513,9110,,,,,,
-21898,"Bogota 1975 / Colombia East Central zone",9001,4218,18053,9807,1,0,8802,-71.04513,9110,8805,1,9201,8807,1000000,9001,8806,1000000,9001,8801,4.355657,9110,,,,,,
-21899,"Bogota 1975 / Colombia East",9001,4218,18054,9807,1,0,8806,1000000,9001,8805,1,9201,8807,1000000,9001,8801,4.355657,9110,8802,-68.04513,9110,,,,,,
-22032,"Camacupa / UTM zone 32S",9001,4220,16132,9807,1,0,8802,9,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-22033,"Camacupa / UTM zone 33S",9001,4220,16133,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,15,9102,,,,,,
-22091,"Camacupa / TM 11.30 SE",9001,4220,16611,9807,1,0,8801,0,9110,8807,10000000,9001,8802,11.3,9110,8806,500000,9001,8805,0.9996,9201,,,,,,
-22092,"Camacupa / TM 12 SE",9001,4220,16612,9807,1,0,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,8801,0,9102,8802,12,9102,,,,,,
-22171,"POSGAR 98 / Argentina 1",9001,4190,18031,9807,1,0,8805,1,9201,8802,-72,9102,8806,1500000,9001,8801,-90,9102,8807,0,9001,,,,,,
-22172,"POSGAR 98 / Argentina 2",9001,4190,18032,9807,1,0,8807,0,9001,8802,-69,9102,8806,2500000,9001,8805,1,9201,8801,-90,9102,,,,,,
-22173,"POSGAR 98 / Argentina 3",9001,4190,18033,9807,1,0,8801,-90,9102,8802,-66,9102,8805,1,9201,8807,0,9001,8806,3500000,9001,,,,,,
-22174,"POSGAR 98 / Argentina 4",9001,4190,18034,9807,1,0,8806,4500000,9001,8807,0,9001,8801,-90,9102,8802,-63,9102,8805,1,9201,,,,,,
-22175,"POSGAR 98 / Argentina 5",9001,4190,18035,9807,1,0,8806,5500000,9001,8802,-60,9102,8807,0,9001,8805,1,9201,8801,-90,9102,,,,,,
-22176,"POSGAR 98 / Argentina 6",9001,4190,18036,9807,1,0,8802,-57,9102,8805,1,9201,8801,-90,9102,8807,0,9001,8806,6500000,9001,,,,,,
-22177,"POSGAR 98 / Argentina 7",9001,4190,18037,9807,1,0,8807,0,9001,8806,7500000,9001,8801,-90,9102,8805,1,9201,8802,-54,9102,,,,,,
-22181,"POSGAR 94 / Argentina 1",9001,4694,18031,9807,1,0,8805,1,9201,8802,-72,9102,8806,1500000,9001,8801,-90,9102,8807,0,9001,,,,,,
-22182,"POSGAR 94 / Argentina 2",9001,4694,18032,9807,1,0,8807,0,9001,8802,-69,9102,8806,2500000,9001,8805,1,9201,8801,-90,9102,,,,,,
-22183,"POSGAR 94 / Argentina 3",9001,4694,18033,9807,1,0,8801,-90,9102,8802,-66,9102,8805,1,9201,8807,0,9001,8806,3500000,9001,,,,,,
-22184,"POSGAR 94 / Argentina 4",9001,4694,18034,9807,1,0,8806,4500000,9001,8807,0,9001,8801,-90,9102,8802,-63,9102,8805,1,9201,,,,,,
-22185,"POSGAR 94 / Argentina 5",9001,4694,18035,9807,1,0,8806,5500000,9001,8802,-60,9102,8807,0,9001,8805,1,9201,8801,-90,9102,,,,,,
-22186,"POSGAR 94 / Argentina 6",9001,4694,18036,9807,1,0,8802,-57,9102,8805,1,9201,8801,-90,9102,8807,0,9001,8806,6500000,9001,,,,,,
-22187,"POSGAR 94 / Argentina 7",9001,4694,18037,9807,1,0,8807,0,9001,8806,7500000,9001,8801,-90,9102,8805,1,9201,8802,-54,9102,,,,,,
-22191,"Campo Inchauspe / Argentina 1",9001,4221,18031,9807,1,0,8805,1,9201,8802,-72,9102,8806,1500000,9001,8801,-90,9102,8807,0,9001,,,,,,
-22192,"Campo Inchauspe / Argentina 2",9001,4221,18032,9807,1,0,8807,0,9001,8802,-69,9102,8806,2500000,9001,8805,1,9201,8801,-90,9102,,,,,,
-22193,"Campo Inchauspe / Argentina 3",9001,4221,18033,9807,1,0,8801,-90,9102,8802,-66,9102,8805,1,9201,8807,0,9001,8806,3500000,9001,,,,,,
-22194,"Campo Inchauspe / Argentina 4",9001,4221,18034,9807,1,0,8806,4500000,9001,8807,0,9001,8801,-90,9102,8802,-63,9102,8805,1,9201,,,,,,
-22195,"Campo Inchauspe / Argentina 5",9001,4221,18035,9807,1,0,8806,5500000,9001,8802,-60,9102,8807,0,9001,8805,1,9201,8801,-90,9102,,,,,,
-22196,"Campo Inchauspe / Argentina 6",9001,4221,18036,9807,1,0,8802,-57,9102,8805,1,9201,8801,-90,9102,8807,0,9001,8806,6500000,9001,,,,,,
-22197,"Campo Inchauspe / Argentina 7",9001,4221,18037,9807,1,0,8807,0,9001,8806,7500000,9001,8801,-90,9102,8805,1,9201,8802,-54,9102,,,,,,
-22234,"Cape / UTM zone 34S",9001,4222,16134,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,21,9102,8801,0,9102,,,,,,
-22235,"Cape / UTM zone 35S",9001,4222,16135,9807,1,0,8805,0.9996,9201,8802,27,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-22236,"Cape / UTM zone 36S",9001,4222,16136,9807,1,0,8801,0,9102,8807,10000000,9001,8802,33,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-22275,"Cape / Lo15",9001,4222,17515,9808,1,0,8806,0,9001,8802,15,9102,8801,0,9102,8805,1,9201,8807,0,9001,,,,,,
-22277,"Cape / Lo17",9001,4222,17517,9808,1,0,8805,1,9201,8802,17,9102,8806,0,9001,8801,0,9102,8807,0,9001,,,,,,
-22279,"Cape / Lo19",9001,4222,17519,9808,1,0,8802,19,9102,8807,0,9001,8801,0,9102,8806,0,9001,8805,1,9201,,,,,,
-22281,"Cape / Lo21",9001,4222,17521,9808,1,0,8805,1,9201,8802,21,9102,8801,0,9102,8806,0,9001,8807,0,9001,,,,,,
-22283,"Cape / Lo23",9001,4222,17523,9808,1,0,8801,0,9102,8805,1,9201,8806,0,9001,8802,23,9102,8807,0,9001,,,,,,
-22285,"Cape / Lo25",9001,4222,17525,9808,1,0,8805,1,9201,8801,0,9102,8802,25,9102,8807,0,9001,8806,0,9001,,,,,,
-22287,"Cape / Lo27",9001,4222,17527,9808,1,0,8801,0,9102,8806,0,9001,8805,1,9201,8802,27,9102,8807,0,9001,,,,,,
-22289,"Cape / Lo29",9001,4222,17529,9808,1,0,8801,0,9102,8807,0,9001,8806,0,9001,8805,1,9201,8802,29,9102,,,,,,
-22291,"Cape / Lo31",9001,4222,17531,9808,1,0,8807,0,9001,8806,0,9001,8805,1,9201,8802,31,9102,8801,0,9102,,,,,,
-22293,"Cape / Lo33",9001,4222,17533,9808,1,0,8802,33,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,0,9001,,,,,,
-22300,"Carthage (Paris) / Tunisia Mining Grid",9036,4816,19937,9816,1,0,8826,270,9036,8822,7.83445,9105,8827,582,9036,8821,38.81973,9105,,,,,,,,,
-22332,"Carthage / UTM zone 32N",9001,4223,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-22391,"Carthage / Nord Tunisie",9001,4223,18181,9801,1,0,8806,500000,9001,8805,0.999625544,9201,8807,300000,9001,8801,40,9105,8802,11,9105,,,,,,
-22392,"Carthage / Sud Tunisie",9001,4223,18182,9801,1,0,8807,300000,9001,8806,500000,9001,8805,0.999625769,9201,8801,37,9105,8802,11,9105,,,,,,
-22521,"Corrego Alegre / UTM zone 21S",9001,4225,16121,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-22522,"Corrego Alegre / UTM zone 22S",9001,4225,16122,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-51,9102,8801,0,9102,8807,10000000,9001,,,,,,
-22523,"Corrego Alegre / UTM zone 23S",9001,4225,16123,9807,1,0,8802,-45,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-22524,"Corrego Alegre / UTM zone 24S",9001,4225,16124,9807,1,0,8805,0.9996,9201,8802,-39,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-22525,"Corrego Alegre / UTM zone 25S",9001,4225,16125,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-33,9102,,,,,,
-22700,"Deir ez Zor / Levant Zone",9001,4227,19940,9817,1,0,8805,0.9996256,9201,8807,300000,9001,8802,37.21,9110,8806,300000,9001,8801,34.39,9110,,,,,,
-22770,"Deir ez Zor / Syria Lambert",9001,4227,19948,9801,1,0,8807,300000,9001,8801,34.39,9110,8806,300000,9001,8805,0.9996256,9201,8802,37.21,9110,,,,,,
-22780,"Deir ez Zor / Levant Stereographic",9001,4227,19949,9809,1,0,8802,43.5,9105,8806,0,9001,8801,38,9105,8805,0.9995341,9201,8807,0,9001,,,,,,
-22832,"Douala / UTM zone 32N",9001,4228,16032,9807,1,1,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-22991,"Egypt 1907 / Blue Belt",9001,4229,18071,9807,1,0,8806,300000,9001,8805,1,9201,8802,35,9102,8807,1100000,9001,8801,30,9102,,,,,,
-22992,"Egypt 1907 / Red Belt",9001,4229,18072,9807,1,0,8802,31,9102,8801,30,9102,8806,615000,9001,8807,810000,9001,8805,1,9201,,,,,,
-22993,"Egypt 1907 / Purple Belt",9001,4229,18073,9807,1,0,8805,1,9201,8807,200000,9001,8801,30,9102,8802,27,9102,8806,700000,9001,,,,,,
-22994,"Egypt 1907 / Extended Purple Belt",9001,4229,18074,9807,1,0,8802,27,9102,8807,1200000,9001,8806,700000,9001,8805,1,9201,8801,30,9102,,,,,,
-23028,"ED50 / UTM zone 28N",9001,4230,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-23029,"ED50 / UTM zone 29N",9001,4230,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-23030,"ED50 / UTM zone 30N",9001,4230,16030,9807,1,0,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-23031,"ED50 / UTM zone 31N",9001,4230,16031,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,3,9102,,,,,,
-23032,"ED50 / UTM zone 32N",9001,4230,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-23033,"ED50 / UTM zone 33N",9001,4230,16033,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-23034,"ED50 / UTM zone 34N",9001,4230,16034,9807,1,0,8801,0,9102,8807,0,9001,8802,21,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-23035,"ED50 / UTM zone 35N",9001,4230,16035,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-23036,"ED50 / UTM zone 36N",9001,4230,16036,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,33,9102,8801,0,9102,,,,,,
-23037,"ED50 / UTM zone 37N",9001,4230,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-23038,"ED50 / UTM zone 38N",9001,4230,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-23090,"ED50 / TM 0 N",9001,4230,16400,9807,1,0,8805,0.9996,9201,8802,0,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-23095,"ED50 / TM 5 NE",9001,4230,16405,9807,1,0,8805,0.9996,9201,8802,5,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-23239,"Fahud / UTM zone 39N",9001,4232,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-23240,"Fahud / UTM zone 40N",9001,4232,16040,9807,1,0,8802,57,9102,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
-23433,"Garoua / UTM zone 33N",9001,4234,16033,9807,1,1,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-23700,"HD72 / EOV",9001,4237,19931,9815,1,0,8814,90,9110,8812,19.02548584,9110,8816,650000,9001,8817,200000,9001,8813,90,9110,8811,47.08398174,9110,8815,0.99993,9201
-23830,"DGN95 / Indonesia TM-3 zone 46.2",9001,4755,17432,9807,1,0,8805,0.9999,9201,8801,0,9102,8802,94.5,9102,8807,1500000,9001,8806,200000,9001,,,,,,
-23831,"DGN95 / Indonesia TM-3 zone 47.1",9001,4755,17433,9807,1,0,8801,0,9102,8806,200000,9001,8805,0.9999,9201,8802,97.5,9102,8807,1500000,9001,,,,,,
-23832,"DGN95 / Indonesia TM-3 zone 47.2",9001,4755,17434,9807,1,0,8801,0,9102,8807,1500000,9001,8806,200000,9001,8805,0.9999,9201,8802,100.5,9102,,,,,,
-23833,"DGN95 / Indonesia TM-3 zone 48.1",9001,4755,17435,9807,1,0,8801,0,9102,8802,103.5,9102,8805,0.9999,9201,8807,1500000,9001,8806,200000,9001,,,,,,
-23834,"DGN95 / Indonesia TM-3 zone 48.2",9001,4755,17436,9807,1,0,8802,106.5,9102,8801,0,9102,8807,1500000,9001,8806,200000,9001,8805,0.9999,9201,,,,,,
-23835,"DGN95 / Indonesia TM-3 zone 49.1",9001,4755,17437,9807,1,0,8802,109.5,9102,8807,1500000,9001,8801,0,9102,8806,200000,9001,8805,0.9999,9201,,,,,,
-23836,"DGN95 / Indonesia TM-3 zone 49.2",9001,4755,17438,9807,1,0,8801,0,9102,8805,0.9999,9201,8802,112.5,9102,8806,200000,9001,8807,1500000,9001,,,,,,
-23837,"DGN95 / Indonesia TM-3 zone 50.1",9001,4755,17439,9807,1,0,8801,0,9102,8805,0.9999,9201,8802,115.5,9102,8807,1500000,9001,8806,200000,9001,,,,,,
-23838,"DGN95 / Indonesia TM-3 zone 50.2",9001,4755,17440,9807,1,0,8805,0.9999,9201,8801,0,9102,8802,118.5,9102,8807,1500000,9001,8806,200000,9001,,,,,,
-23839,"DGN95 / Indonesia TM-3 zone 51.1",9001,4755,17441,9807,1,0,8802,121.5,9102,8805,0.9999,9201,8807,1500000,9001,8806,200000,9001,8801,0,9102,,,,,,
-23840,"DGN95 / Indonesia TM-3 zone 51.2",9001,4755,17442,9807,1,0,8806,200000,9001,8805,0.9999,9201,8802,124.5,9102,8801,0,9102,8807,1500000,9001,,,,,,
-23841,"DGN95 / Indonesia TM-3 zone 52.1",9001,4755,17443,9807,1,0,8806,200000,9001,8802,127.5,9102,8801,0,9102,8805,0.9999,9201,8807,1500000,9001,,,,,,
-23842,"DGN95 / Indonesia TM-3 zone 52.2",9001,4755,17444,9807,1,0,8801,0,9102,8802,130.5,9102,8805,0.9999,9201,8807,1500000,9001,8806,200000,9001,,,,,,
-23843,"DGN95 / Indonesia TM-3 zone 53.1",9001,4755,17445,9807,1,0,8802,133.5,9102,8807,1500000,9001,8801,0,9102,8806,200000,9001,8805,0.9999,9201,,,,,,
-23844,"DGN95 / Indonesia TM-3 zone 53.2",9001,4755,17446,9807,1,0,8805,0.9999,9201,8802,136.5,9102,8801,0,9102,8806,200000,9001,8807,1500000,9001,,,,,,
-23845,"DGN95 / Indonesia TM-3 zone 54.1",9001,4755,17447,9807,1,0,8806,200000,9001,8801,0,9102,8805,0.9999,9201,8807,1500000,9001,8802,139.5,9102,,,,,,
-23846,"ID74 / UTM zone 46N",9001,4238,16046,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-23847,"ID74 / UTM zone 47N",9001,4238,16047,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,99,9102,,,,,,
-23848,"ID74 / UTM zone 48N",9001,4238,16048,9807,1,0,8805,0.9996,9201,8802,105,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-23849,"ID74 / UTM zone 49N",9001,4238,16049,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-23850,"ID74 / UTM zone 50N",9001,4238,16050,9807,1,0,8801,0,9102,8807,0,9001,8802,117,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-23851,"ID74 / UTM zone 51N",9001,4238,16051,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,123,9102,8807,0,9001,,,,,,
-23852,"ID74 / UTM zone 52N",9001,4238,16052,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,129,9102,8801,0,9102,,,,,,
-23853,"ID74 / UTM zone 53N",9001,4238,16053,9807,1,1,8801,0,9102,8802,135,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-23866,"DGN95 / UTM zone 46N",9001,4755,16046,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-23867,"DGN95 / UTM zone 47N",9001,4755,16047,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,99,9102,,,,,,
-23868,"DGN95 / UTM zone 48N",9001,4755,16048,9807,1,0,8805,0.9996,9201,8802,105,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-23869,"DGN95 / UTM zone 49N",9001,4755,16049,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-23870,"DGN95 / UTM zone 50N",9001,4755,16050,9807,1,0,8801,0,9102,8807,0,9001,8802,117,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-23871,"DGN95 / UTM zone 51N",9001,4755,16051,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,123,9102,8807,0,9001,,,,,,
-23872,"DGN95 / UTM zone 52N",9001,4755,16052,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,129,9102,8801,0,9102,,,,,,
-23877,"DGN95 / UTM zone 47S",9001,4755,16147,9807,1,0,8802,99,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-23878,"DGN95 / UTM zone 48S",9001,4755,16148,9807,1,0,8802,105,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-23879,"DGN95 / UTM zone 49S",9001,4755,16149,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,111,9102,,,,,,
-23880,"DGN95 / UTM zone 50S",9001,4755,16150,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,117,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-23881,"DGN95 / UTM zone 51S",9001,4755,16151,9807,1,0,8805,0.9996,9201,8802,123,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-23882,"DGN95 / UTM zone 52S",9001,4755,16152,9807,1,0,8801,0,9102,8807,10000000,9001,8802,129,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-23883,"DGN95 / UTM zone 53S",9001,4755,16153,9807,1,0,8805,0.9996,9201,8802,135,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-23884,"DGN95 / UTM zone 54S",9001,4755,16154,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,141,9102,8801,0,9102,8807,10000000,9001,,,,,,
-23886,"ID74 / UTM zone 46S",9001,4238,16146,9807,1,1,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-23887,"ID74 / UTM zone 47S",9001,4238,16147,9807,1,0,8802,99,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-23888,"ID74 / UTM zone 48S",9001,4238,16148,9807,1,0,8802,105,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-23889,"ID74 / UTM zone 49S",9001,4238,16149,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,111,9102,,,,,,
-23890,"ID74 / UTM zone 50S",9001,4238,16150,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,117,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-23891,"ID74 / UTM zone 51S",9001,4238,16151,9807,1,0,8805,0.9996,9201,8802,123,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-23892,"ID74 / UTM zone 52S",9001,4238,16152,9807,1,0,8801,0,9102,8807,10000000,9001,8802,129,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-23893,"ID74 / UTM zone 53S",9001,4238,16153,9807,1,0,8805,0.9996,9201,8802,135,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-23894,"ID74 / UTM zone 54S",9001,4238,16154,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,141,9102,8801,0,9102,8807,10000000,9001,,,,,,
-23946,"Indian 1954 / UTM zone 46N",9001,4239,16046,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-23947,"Indian 1954 / UTM zone 47N",9001,4239,16047,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,99,9102,,,,,,
-23948,"Indian 1954 / UTM zone 48N",9001,4239,16048,9807,1,0,8805,0.9996,9201,8802,105,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-24047,"Indian 1975 / UTM zone 47N",9001,4240,16047,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,99,9102,,,,,,
-24048,"Indian 1975 / UTM zone 48N",9001,4240,16048,9807,1,0,8805,0.9996,9201,8802,105,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-24100,"Jamaica 1875 / Jamaica (Old Grid)",9005,4241,19909,9801,1,0,8806,550000,9005,8807,400000,9005,8801,18,9102,8805,1,9201,8802,-77,9102,,,,,,
-24200,"JAD69 / Jamaica National Grid",9001,4242,19910,9801,1,0,8807,150000,9001,8806,250000,9001,8802,-77,9102,8805,1,9201,8801,18,9102,,,,,,
-24305,"Kalianpur 1937 / UTM zone 45N",9001,4144,16045,9807,1,0,8802,87,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-24306,"Kalianpur 1937 / UTM zone 46N",9001,4144,16046,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-24311,"Kalianpur 1962 / UTM zone 41N",9001,4145,16041,9807,1,0,8805,0.9996,9201,8802,63,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-24312,"Kalianpur 1962 / UTM zone 42N",9001,4145,16042,9807,1,0,8801,0,9102,8807,0,9001,8802,69,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-24313,"Kalianpur 1962 / UTM zone 43N",9001,4145,16043,9807,1,0,8802,75,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-24342,"Kalianpur 1975 / UTM zone 42N",9001,4146,16042,9807,1,0,8801,0,9102,8807,0,9001,8802,69,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-24343,"Kalianpur 1975 / UTM zone 43N",9001,4146,16043,9807,1,0,8802,75,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-24344,"Kalianpur 1975 / UTM zone 44N",9001,4146,16044,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,81,9102,8801,0,9102,8807,0,9001,,,,,,
-24345,"Kalianpur 1975 / UTM zone 45N",9001,4146,16045,9807,1,0,8802,87,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-24346,"Kalianpur 1975 / UTM zone 46N",9001,4146,16046,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-24347,"Kalianpur 1975 / UTM zone 47N",9001,4146,16047,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,99,9102,,,,,,
-24370,"Kalianpur 1880 / India zone 0",9084,4243,18110,9801,1,0,8807,2590000,9084,8802,68,9110,8801,39.3,9110,8805,0.99846154,9201,8806,2355500,9084,,,,,,
-24371,"Kalianpur 1880 / India zone I",9084,4243,18111,9801,1,0,8807,1000000,9084,8801,32.3,9110,8802,68,9110,8806,3000000,9084,8805,0.99878641,9201,,,,,,
-24372,"Kalianpur 1880 / India zone IIa",9084,4243,18112,9801,1,0,8805,0.99878641,9201,8807,1000000,9084,8801,26,9102,8806,3000000,9084,8802,74,9102,,,,,,
-24373,"Kalianpur 1880 / India zone III",9084,4243,18114,9801,1,0,8801,19,9102,8802,80,9102,8805,0.99878641,9201,8807,1000000,9084,8806,3000000,9084,,,,,,
-24374,"Kalianpur 1880 / India zone IV",9084,4243,18116,9801,1,0,8805,0.99878641,9201,8802,80,9102,8801,12,9102,8806,3000000,9084,8807,1000000,9084,,,,,,
-24375,"Kalianpur 1937 / India zone IIb",9001,4144,18238,9801,1,0,8802,90,9102,8801,26,9102,8805,0.99878641,9201,8807,914395.23,9001,8806,2743185.69,9001,,,,,,
-24376,"Kalianpur 1962 / India zone I",9001,4145,18236,9801,1,0,8807,914398.8,9001,8806,2743196.4,9001,8805,0.99878641,9201,8801,32.3,9110,8802,68,9110,,,,,,
-24377,"Kalianpur 1962 / India zone IIa",9001,4145,18237,9801,1,0,8805,0.99878641,9201,8802,74,9102,8807,914398.8,9001,8801,26,9102,8806,2743196.4,9001,,,,,,
-24378,"Kalianpur 1975 / India zone I",9001,4146,18231,9801,1,0,8801,32.3,9110,8802,68,9110,8807,914398.5,9001,8806,2743195.5,9001,8805,0.99878641,9201,,,,,,
-24379,"Kalianpur 1975 / India zone IIa",9001,4146,18232,9801,1,0,8806,2743195.5,9001,8801,26,9102,8802,74,9102,8805,0.99878641,9201,8807,914398.5,9001,,,,,,
-24380,"Kalianpur 1975 / India zone IIb",9001,4146,18235,9801,1,0,8802,90,9102,8805,0.99878641,9201,8806,2743195.5,9001,8801,26,9102,8807,914398.5,9001,,,,,,
-24381,"Kalianpur 1975 / India zone III",9001,4146,18233,9801,1,0,8802,80,9102,8801,19,9102,8806,2743195.5,9001,8805,0.99878641,9201,8807,914398.5,9001,,,,,,
-24382,"Kalianpur 1880 / India zone IIb",9084,4243,18113,9801,1,0,8807,1000000,9084,8802,90,9102,8801,26,9102,8805,0.99878641,9201,8806,3000000,9084,,,,,,
-24383,"Kalianpur 1975 / India zone IV",9001,4146,18234,9801,1,0,8806,2743195.5,9001,8802,80,9102,8801,12,9102,8807,914398.5,9001,8805,0.99878641,9201,,,,,,
-24500,"Kertau 1968 / Singapore Grid",9001,4245,19920,9806,1,0,8807,30000,9001,8806,30000,9001,8802,103.5110808,9110,8801,1.1715528,9110,,,,,,,,,
-24547,"Kertau 1968 / UTM zone 47N",9001,4245,16047,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,99,9102,,,,,,
-24548,"Kertau 1968 / UTM zone 48N",9001,4245,16048,9807,1,0,8805,0.9996,9201,8802,105,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-24571,"Kertau / R.S.O. Malaya (ch)",9062,4245,19935,9812,1,1,8806,40000,9062,8814,323.07483685,9110,8812,102.15,9110,8807,0,9062,8815,0.99984,9201,8811,4,9110,8813,323.01328458,9110
-24600,KOC Lambert,9001,4246,19906,9801,1,0,8802,45,9110,8807,1166200,9001,8801,32.3,9110,8806,1500000,9001,8805,0.9987864078,9201,,,,,,
-24718,"La Canoa / UTM zone 18N",9001,4247,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-24719,"La Canoa / UTM zone 19N",9001,4247,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-24720,"La Canoa / UTM zone 20N",9001,4247,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-24817,"PSAD56 / UTM zone 17N",9001,4248,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-24818,"PSAD56 / UTM zone 18N",9001,4248,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-24819,"PSAD56 / UTM zone 19N",9001,4248,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-24820,"PSAD56 / UTM zone 20N",9001,4248,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-24821,"PSAD56 / UTM zone 21N",9001,4248,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-24877,"PSAD56 / UTM zone 17S",9001,4248,16117,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-24878,"PSAD56 / UTM zone 18S",9001,4248,16118,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,-75,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-24879,"PSAD56 / UTM zone 19S",9001,4248,16119,9807,1,0,8805,0.9996,9201,8802,-69,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-24880,"PSAD56 / UTM zone 20S",9001,4248,16120,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-63,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-24881,"PSAD56 / UTM zone 21S",9001,4248,16121,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-24882,"PSAD56 / UTM zone 22S",9001,4248,16122,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-51,9102,8801,0,9102,8807,10000000,9001,,,,,,
-24891,"PSAD56 / Peru west zone",9001,4248,18161,9807,1,0,8807,1426834.743,9001,8806,222000,9001,8805,0.99983008,9201,8802,-80.3,9110,8801,-6,9110,,,,,,
-24892,"PSAD56 / Peru central zone",9001,4248,18162,9807,1,0,8801,-9.3,9110,8806,720000,9001,8805,0.99932994,9201,8807,1039979.159,9001,8802,-76,9110,,,,,,
-24893,"PSAD56 / Peru east zone",9001,4248,18163,9807,1,0,8805,0.99952992,9201,8801,-9.3,9110,8806,1324000,9001,8807,1040084.558,9001,8802,-70.3,9110,,,,,,
-25000,"Leigon / Ghana Metre Grid",9001,4250,19904,9807,1,0,8801,4.4,9110,8806,274319.51,9001,8805,0.99975,9201,8807,0,9001,8802,-1,9110,,,,,,
-25231,"Lome / UTM zone 31N",9001,4252,16031,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,3,9102,,,,,,
-25391,"Luzon 1911 / Philippines zone I",9001,4253,18171,9807,1,0,8801,0,9102,8805,0.99995,9201,8807,0,9001,8802,117,9102,8806,500000,9001,,,,,,
-25392,"Luzon 1911 / Philippines zone II",9001,4253,18172,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8802,119,9102,8805,0.99995,9201,,,,,,
-25393,"Luzon 1911 / Philippines zone III",9001,4253,18173,9807,1,0,8801,0,9102,8802,121,9102,8806,500000,9001,8805,0.99995,9201,8807,0,9001,,,,,,
-25394,"Luzon 1911 / Philippines zone IV",9001,4253,18174,9807,1,0,8806,500000,9001,8807,0,9001,8805,0.99995,9201,8801,0,9102,8802,123,9102,,,,,,
-25395,"Luzon 1911 / Philippines zone V",9001,4253,18175,9807,1,0,8802,125,9102,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.99995,9201,,,,,,
-25700,"Makassar (Jakarta) / NEIEZ",9001,4804,19905,9804,1,1,8806,3900000,9001,8805,0.997,9201,8801,0,9102,8802,110,9102,8807,900000,9001,,,,,,
-25828,"ETRS89 / UTM zone 28N",9001,4258,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-25829,"ETRS89 / UTM zone 29N",9001,4258,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-25830,"ETRS89 / UTM zone 30N",9001,4258,16030,9807,1,0,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-25831,"ETRS89 / UTM zone 31N",9001,4258,16031,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,3,9102,,,,,,
-25832,"ETRS89 / UTM zone 32N",9001,4258,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-25833,"ETRS89 / UTM zone 33N",9001,4258,16033,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-25834,"ETRS89 / UTM zone 34N",9001,4258,16034,9807,1,0,8801,0,9102,8807,0,9001,8802,21,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-25835,"ETRS89 / UTM zone 35N",9001,4258,16035,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-25836,"ETRS89 / UTM zone 36N",9001,4258,16036,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,33,9102,8801,0,9102,,,,,,
-25837,"ETRS89 / UTM zone 37N",9001,4258,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-25838,"ETRS89 / UTM zone 38N",9001,4258,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-25884,"ETRS89 / TM Baltic93",9001,4258,19939,9807,1,0,8807,0,9001,8801,0,9102,8802,24,9102,8805,0.9996,9201,8806,500000,9001,,,,,,
-25932,"Malongo 1987 / UTM zone 32S",9001,4259,16132,9807,1,0,8802,9,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-26191,"Merchich / Nord Maroc",9001,4261,18131,9801,1,0,8805,0.999625769,9201,8802,-6,9105,8806,500000,9001,8801,37,9105,8807,300000,9001,,,,,,
-26192,"Merchich / Sud Maroc",9001,4261,18132,9801,1,0,8807,300000,9001,8805,0.999615596,9201,8806,500000,9001,8802,-6,9105,8801,33,9105,,,,,,
-26193,"Merchich / Sahara",9001,4261,18133,9801,1,1,8801,29,9105,8802,-6,9105,8805,0.9996,9201,8807,400000,9001,8806,1200000,9001,,,,,,
-26194,"Merchich / Sahara Nord",9001,4261,18134,9801,1,0,8806,1200000,9001,8807,400000,9001,8801,29,9105,8802,-6,9105,8805,0.999616304,9201,,,,,,
-26195,"Merchich / Sahara Sud",9001,4261,18135,9801,1,0,8806,1500000,9001,8805,0.999616437,9201,8807,400000,9001,8801,25,9105,8802,-6,9105,,,,,,
-26237,"Massawa / UTM zone 37N",9001,4262,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-26331,"Minna / UTM zone 31N",9001,4263,16031,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,3,9102,,,,,,
-26332,"Minna / UTM zone 32N",9001,4263,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-26391,"Minna / Nigeria West Belt",9001,4263,18151,9807,1,0,8801,4,9110,8807,0,9001,8802,4.3,9110,8806,230738.26,9001,8805,0.99975,9201,,,,,,
-26392,"Minna / Nigeria Mid Belt",9001,4263,18152,9807,1,0,8805,0.99975,9201,8802,8.3,9110,8807,0,9001,8801,4,9110,8806,670553.98,9001,,,,,,
-26393,"Minna / Nigeria East Belt",9001,4263,18153,9807,1,0,8802,12.3,9110,8801,4,9110,8805,0.99975,9201,8806,1110369.7,9001,8807,0,9001,,,,,,
-26432,"Mhast / UTM zone 32S",9001,4264,16132,9807,1,1,8802,9,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-26591,"Monte Mario (Rome) / Italy zone 1",9001,4806,18121,9807,1,1,8802,9,9102,8807,0,9001,8806,1500000,9001,8805,0.9996,9201,8801,0,9102,,,,,,
-26592,"Monte Mario (Rome) / Italy zone 2",9001,4806,18122,9807,1,1,8801,0,9102,8806,2520000,9001,8805,0.9996,9201,8802,15,9102,8807,0,9001,,,,,,
-26632,"M'poraloko / UTM zone 32N",9001,4266,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-26692,"M'poraloko / UTM zone 32S",9001,4266,16132,9807,1,0,8802,9,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-26701,"NAD27 / UTM zone 1N",9001,4267,16001,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-177,9102,8801,0,9102,,,,,,
-26702,"NAD27 / UTM zone 2N",9001,4267,16002,9807,1,0,8801,0,9102,8807,0,9001,8802,-171,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-26703,"NAD27 / UTM zone 3N",9001,4267,16003,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-165,9102,8807,0,9001,,,,,,
-26704,"NAD27 / UTM zone 4N",9001,4267,16004,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-159,9102,8801,0,9102,,,,,,
-26705,"NAD27 / UTM zone 5N",9001,4267,16005,9807,1,0,8802,-153,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-26706,"NAD27 / UTM zone 6N",9001,4267,16006,9807,1,0,8802,-147,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-26707,"NAD27 / UTM zone 7N",9001,4267,16007,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-141,9102,,,,,,
-26708,"NAD27 / UTM zone 8N",9001,4267,16008,9807,1,0,8805,0.9996,9201,8802,-135,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-26709,"NAD27 / UTM zone 9N",9001,4267,16009,9807,1,0,8805,0.9996,9201,8802,-129,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-26710,"NAD27 / UTM zone 10N",9001,4267,16010,9807,1,0,8801,0,9102,8807,0,9001,8802,-123,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-26711,"NAD27 / UTM zone 11N",9001,4267,16011,9807,1,0,8802,-117,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-26712,"NAD27 / UTM zone 12N",9001,4267,16012,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-111,9102,8801,0,9102,8807,0,9001,,,,,,
-26713,"NAD27 / UTM zone 13N",9001,4267,16013,9807,1,0,8802,-105,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-26714,"NAD27 / UTM zone 14N",9001,4267,16014,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,8807,0,9001,,,,,,
-26715,"NAD27 / UTM zone 15N",9001,4267,16015,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-93,9102,,,,,,
-26716,"NAD27 / UTM zone 16N",9001,4267,16016,9807,1,0,8805,0.9996,9201,8802,-87,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-26717,"NAD27 / UTM zone 17N",9001,4267,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-26718,"NAD27 / UTM zone 18N",9001,4267,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-26719,"NAD27 / UTM zone 19N",9001,4267,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-26720,"NAD27 / UTM zone 20N",9001,4267,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-26721,"NAD27 / UTM zone 21N",9001,4267,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-26722,"NAD27 / UTM zone 22N",9001,4267,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-26729,"NAD27 / Alabama East",9003,4267,10101,9807,1,0,8801,30.3,9110,8802,-85.5,9110,8805,0.99996,9201,8806,500000,9003,8807,0,9003,,,,,,
-26730,"NAD27 / Alabama West",9003,4267,10102,9807,1,0,8801,30,9110,8802,-87.3,9110,8805,0.999933333,9201,8806,500000,9003,8807,0,9003,,,,,,
-26731,"NAD27 / Alaska zone 1",9003,4267,15001,9812,1,0,8806,16404166.67,9003,8807,-16404166.67,9003,8811,57,9110,8812,-133.4,9110,8813,323.07483685,9110,8814,323.07483685,9110,8815,0.9999,9201
-26732,"NAD27 / Alaska zone 2",9003,4267,15002,9807,1,0,8801,54,9102,8802,-142,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-26733,"NAD27 / Alaska zone 3",9003,4267,15003,9807,1,0,8801,54,9102,8802,-146,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-26734,"NAD27 / Alaska zone 4",9003,4267,15004,9807,1,0,8801,54,9102,8802,-150,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-26735,"NAD27 / Alaska zone 5",9003,4267,15005,9807,1,0,8801,54,9102,8802,-154,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-26736,"NAD27 / Alaska zone 6",9003,4267,15006,9807,1,0,8801,54,9102,8802,-158,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-26737,"NAD27 / Alaska zone 7",9003,4267,15007,9807,1,0,8801,54,9102,8802,-162,9102,8805,0.9999,9201,8806,700000,9003,8807,0,9003,,,,,,
-26738,"NAD27 / Alaska zone 8",9003,4267,15008,9807,1,0,8801,54,9102,8802,-166,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-26739,"NAD27 / Alaska zone 9",9003,4267,15009,9807,1,0,8801,54,9102,8802,-170,9102,8805,0.9999,9201,8806,600000,9003,8807,0,9003,,,,,,
-26740,"NAD27 / Alaska zone 10",9003,4267,15010,9802,1,0,8821,51,9110,8822,-176,9110,8823,53.5,9110,8824,51.5,9110,8826,3000000,9003,8827,0,9003,,,
-26741,"NAD27 / California zone I",9003,4267,10401,9802,1,0,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,2000000,9003,8827,0,9003,,,
-26742,"NAD27 / California zone II",9003,4267,10402,9802,1,0,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,2000000,9003,8827,0,9003,,,
-26743,"NAD27 / California zone III",9003,4267,10403,9802,1,0,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,2000000,9003,8827,0,9003,,,
-26744,"NAD27 / California zone IV",9003,4267,10404,9802,1,0,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,2000000,9003,8827,0,9003,,,
-26745,"NAD27 / California zone V",9003,4267,10405,9802,1,0,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,2000000,9003,8827,0,9003,,,
-26746,"NAD27 / California zone VI",9003,4267,10406,9802,1,0,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,2000000,9003,8827,0,9003,,,
-26747,"NAD27 / California zone VII",9003,4267,10407,9802,1,1,8821,34.08,9110,8822,-118.2,9110,8823,34.25,9110,8824,33.52,9110,8826,4186692.58,9003,8827,416926.74,9003,,,
-26748,"NAD27 / Arizona East",9003,4267,10201,9807,1,0,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-26749,"NAD27 / Arizona Central",9003,4267,10202,9807,1,0,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-26750,"NAD27 / Arizona West",9003,4267,10203,9807,1,0,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,500000,9003,8807,0,9003,,,,,,
-26751,"NAD27 / Arkansas North",9003,4267,10301,9802,1,0,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,2000000,9003,8827,0,9003,,,
-26752,"NAD27 / Arkansas South",9003,4267,10302,9802,1,0,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,2000000,9003,8827,0,9003,,,
-26753,"NAD27 / Colorado North",9003,4267,10501,9802,1,0,8821,39.2,9110,8822,-105.3,9110,8823,39.43,9110,8824,40.47,9110,8826,2000000,9003,8827,0,9003,,,
-26754,"NAD27 / Colorado Central",9003,4267,10502,9802,1,0,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,2000000,9003,8827,0,9003,,,
-26755,"NAD27 / Colorado South",9003,4267,10503,9802,1,0,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,2000000,9003,8827,0,9003,,,
-26756,"NAD27 / Connecticut",9003,4267,10600,9802,1,0,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,600000,9003,8827,0,9003,,,
-26757,"NAD27 / Delaware",9003,4267,10700,9807,1,0,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,500000,9003,8807,0,9003,,,,,,
-26758,"NAD27 / Florida East",9003,4267,10901,9807,1,0,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
-26759,"NAD27 / Florida West",9003,4267,10902,9807,1,0,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
-26760,"NAD27 / Florida North",9003,4267,10903,9802,1,0,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,2000000,9003,8827,0,9003,,,
-26766,"NAD27 / Georgia East",9003,4267,11001,9807,1,0,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-26767,"NAD27 / Georgia West",9003,4267,11002,9807,1,0,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-26768,"NAD27 / Idaho East",9003,4267,11101,9807,1,0,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,500000,9003,8807,0,9003,,,,,,
-26769,"NAD27 / Idaho Central",9003,4267,11102,9807,1,0,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,500000,9003,8807,0,9003,,,,,,
-26770,"NAD27 / Idaho West",9003,4267,11103,9807,1,0,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,500000,9003,8807,0,9003,,,,,,
-26771,"NAD27 / Illinois East",9003,4267,11201,9807,1,0,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,500000,9003,8807,0,9003,,,,,,
-26772,"NAD27 / Illinois West",9003,4267,11202,9807,1,0,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
-26773,"NAD27 / Indiana East",9003,4267,11301,9807,1,0,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
-26774,"NAD27 / Indiana West",9003,4267,11302,9807,1,0,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
-26775,"NAD27 / Iowa North",9003,4267,11401,9802,1,0,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,2000000,9003,8827,0,9003,,,
-26776,"NAD27 / Iowa South",9003,4267,11402,9802,1,0,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,2000000,9003,8827,0,9003,,,
-26777,"NAD27 / Kansas North",9003,4267,11501,9802,1,0,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,2000000,9003,8827,0,9003,,,
-26778,"NAD27 / Kansas South",9003,4267,11502,9802,1,0,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,2000000,9003,8827,0,9003,,,
-26779,"NAD27 / Kentucky North",9003,4267,11601,9802,1,0,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,2000000,9003,8827,0,9003,,,
-26780,"NAD27 / Kentucky South",9003,4267,11602,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,36.44,9110,8824,37.56,9110,8826,2000000,9003,8827,0,9003,,,
-26781,"NAD27 / Louisiana North",9003,4267,11701,9802,1,0,8821,30.4,9110,8822,-92.3,9110,8823,31.1,9110,8824,32.4,9110,8826,2000000,9003,8827,0,9003,,,
-26782,"NAD27 / Louisiana South",9003,4267,11702,9802,1,0,8821,28.4,9110,8822,-91.2,9110,8823,29.18,9110,8824,30.42,9110,8826,2000000,9003,8827,0,9003,,,
-26783,"NAD27 / Maine East",9003,4267,11801,9807,1,0,8801,43.5,9110,8802,-68.3,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-26784,"NAD27 / Maine West",9003,4267,11802,9807,1,0,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
-26785,"NAD27 / Maryland",9003,4267,11900,9802,1,0,8821,37.5,9110,8822,-77,9110,8823,38.18,9110,8824,39.27,9110,8826,800000,9003,8827,0,9003,,,
-26786,"NAD27 / Massachusetts Mainland",9003,4267,12001,9802,1,0,8821,41,9110,8822,-71.3,9110,8823,41.43,9110,8824,42.41,9110,8826,600000,9003,8827,0,9003,,,
-26787,"NAD27 / Massachusetts Island",9003,4267,12002,9802,1,0,8821,41,9110,8822,-70.3,9110,8823,41.17,9110,8824,41.29,9110,8826,200000,9003,8827,0,9003,,,
-26791,"NAD27 / Minnesota North",9003,4267,12201,9802,1,0,8821,46.3,9110,8822,-93.06,9110,8823,47.02,9110,8824,48.38,9110,8826,2000000,9003,8827,0,9003,,,
-26792,"NAD27 / Minnesota Central",9003,4267,12202,9802,1,0,8821,45,9110,8822,-94.15,9110,8823,45.37,9110,8824,47.03,9110,8826,2000000,9003,8827,0,9003,,,
-26793,"NAD27 / Minnesota South",9003,4267,12203,9802,1,0,8821,43,9110,8822,-94,9110,8823,43.47,9110,8824,45.13,9110,8826,2000000,9003,8827,0,9003,,,
-26794,"NAD27 / Mississippi East",9003,4267,12301,9807,1,0,8801,29.4,9110,8802,-88.5,9110,8805,0.99996,9201,8806,500000,9003,8807,0,9003,,,,,,
-26795,"NAD27 / Mississippi West",9003,4267,12302,9807,1,0,8801,30.3,9110,8802,-90.2,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
-26796,"NAD27 / Missouri East",9003,4267,12401,9807,1,0,8801,35.5,9110,8802,-90.3,9110,8805,0.999933333,9201,8806,500000,9003,8807,0,9003,,,,,,
-26797,"NAD27 / Missouri Central",9003,4267,12402,9807,1,0,8801,35.5,9110,8802,-92.3,9110,8805,0.999933333,9201,8806,500000,9003,8807,0,9003,,,,,,
-26798,"NAD27 / Missouri West",9003,4267,12403,9807,1,0,8801,36.1,9110,8802,-94.3,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
-26799,"NAD27 / California zone VII",9003,4267,10408,9802,1,0,8821,34.08,9110,8822,-118.2,9110,8823,34.25,9110,8824,33.52,9110,8826,4186692.58,9003,8827,4160926.74,9003,,,
-26801,"NAD Michigan / Michigan East",9003,4268,12101,9807,1,0,8801,41.3,9110,8802,-83.4,9110,8805,0.999942857,9201,8806,500000,9003,8807,0,9003,,,,,,
-26802,"NAD Michigan / Michigan Old Central",9003,4268,12102,9807,1,0,8801,41.3,9110,8802,-85.45,9110,8805,0.999909091,9201,8806,500000,9003,8807,0,9003,,,,,,
-26803,"NAD Michigan / Michigan West",9003,4268,12103,9807,1,0,8801,41.3,9110,8802,-88.45,9110,8805,0.999909091,9201,8806,500000,9003,8807,0,9003,,,,,,
-26811,"NAD Michigan / Michigan North",9003,4268,12111,9802,1,0,8821,44.47,9110,8822,-87,9110,8823,45.29,9110,8824,47.05,9110,8826,2000000,9003,8827,0,9003,,,
-26812,"NAD Michigan / Michigan Central",9003,4268,12112,9802,1,0,8821,43.19,9110,8822,-84.2,9110,8823,44.11,9110,8824,45.42,9110,8826,2000000,9003,8827,0,9003,,,
-26813,"NAD Michigan / Michigan South",9003,4268,12113,9802,1,0,8821,41.3,9110,8822,-84.2,9110,8823,42.06,9110,8824,43.4,9110,8826,2000000,9003,8827,0,9003,,,
-26901,"NAD83 / UTM zone 1N",9001,4269,16001,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-177,9102,8801,0,9102,,,,,,
-26902,"NAD83 / UTM zone 2N",9001,4269,16002,9807,1,0,8801,0,9102,8807,0,9001,8802,-171,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-26903,"NAD83 / UTM zone 3N",9001,4269,16003,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-165,9102,8807,0,9001,,,,,,
-26904,"NAD83 / UTM zone 4N",9001,4269,16004,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-159,9102,8801,0,9102,,,,,,
-26905,"NAD83 / UTM zone 5N",9001,4269,16005,9807,1,0,8802,-153,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-26906,"NAD83 / UTM zone 6N",9001,4269,16006,9807,1,0,8802,-147,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-26907,"NAD83 / UTM zone 7N",9001,4269,16007,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-141,9102,,,,,,
-26908,"NAD83 / UTM zone 8N",9001,4269,16008,9807,1,0,8805,0.9996,9201,8802,-135,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-26909,"NAD83 / UTM zone 9N",9001,4269,16009,9807,1,0,8805,0.9996,9201,8802,-129,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-26910,"NAD83 / UTM zone 10N",9001,4269,16010,9807,1,0,8801,0,9102,8807,0,9001,8802,-123,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-26911,"NAD83 / UTM zone 11N",9001,4269,16011,9807,1,0,8802,-117,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-26912,"NAD83 / UTM zone 12N",9001,4269,16012,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-111,9102,8801,0,9102,8807,0,9001,,,,,,
-26913,"NAD83 / UTM zone 13N",9001,4269,16013,9807,1,0,8802,-105,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-26914,"NAD83 / UTM zone 14N",9001,4269,16014,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,8807,0,9001,,,,,,
-26915,"NAD83 / UTM zone 15N",9001,4269,16015,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-93,9102,,,,,,
-26916,"NAD83 / UTM zone 16N",9001,4269,16016,9807,1,0,8805,0.9996,9201,8802,-87,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-26917,"NAD83 / UTM zone 17N",9001,4269,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-26918,"NAD83 / UTM zone 18N",9001,4269,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-26919,"NAD83 / UTM zone 19N",9001,4269,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-26920,"NAD83 / UTM zone 20N",9001,4269,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-26921,"NAD83 / UTM zone 21N",9001,4269,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-26922,"NAD83 / UTM zone 22N",9001,4269,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-26923,"NAD83 / UTM zone 23N",9001,4269,16023,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-45,9102,,,,,,
-26929,"NAD83 / Alabama East",9001,4269,10131,9807,1,0,8801,30.3,9110,8802,-85.5,9110,8805,0.99996,9201,8806,200000,9001,8807,0,9001,,,,,,
-26930,"NAD83 / Alabama West",9001,4269,10132,9807,1,0,8801,30,9110,8802,-87.3,9110,8805,0.999933333,9201,8806,600000,9001,8807,0,9001,,,,,,
-26931,"NAD83 / Alaska zone 1",9001,4269,15031,9812,1,0,8806,5000000,9001,8807,-5000000,9001,8811,57,9110,8812,-133.4,9110,8813,323.07483685,9110,8814,323.07483685,9110,8815,0.9999,9201
-26932,"NAD83 / Alaska zone 2",9001,4269,15032,9807,1,0,8801,54,9102,8802,-142,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-26933,"NAD83 / Alaska zone 3",9001,4269,15033,9807,1,0,8801,54,9102,8802,-146,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-26934,"NAD83 / Alaska zone 4",9001,4269,15034,9807,1,0,8801,54,9102,8802,-150,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-26935,"NAD83 / Alaska zone 5",9001,4269,15035,9807,1,0,8801,54,9102,8802,-154,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-26936,"NAD83 / Alaska zone 6",9001,4269,15036,9807,1,0,8801,54,9102,8802,-158,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-26937,"NAD83 / Alaska zone 7",9001,4269,15037,9807,1,0,8801,54,9102,8802,-162,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-26938,"NAD83 / Alaska zone 8",9001,4269,15038,9807,1,0,8801,54,9102,8802,-166,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-26939,"NAD83 / Alaska zone 9",9001,4269,15039,9807,1,0,8801,54,9102,8802,-170,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-26940,"NAD83 / Alaska zone 10",9001,4269,15040,9802,1,0,8821,51,9110,8822,-176,9110,8823,53.5,9110,8824,51.5,9110,8826,1000000,9001,8827,0,9001,,,
-26941,"NAD83 / California zone 1",9001,4269,10431,9802,1,0,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,2000000,9001,8827,500000,9001,,,
-26942,"NAD83 / California zone 2",9001,4269,10432,9802,1,0,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,2000000,9001,8827,500000,9001,,,
-26943,"NAD83 / California zone 3",9001,4269,10433,9802,1,0,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,2000000,9001,8827,500000,9001,,,
-26944,"NAD83 / California zone 4",9001,4269,10434,9802,1,0,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,2000000,9001,8827,500000,9001,,,
-26945,"NAD83 / California zone 5",9001,4269,10435,9802,1,0,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,2000000,9001,8827,500000,9001,,,
-26946,"NAD83 / California zone 6",9001,4269,10436,9802,1,0,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,2000000,9001,8827,500000,9001,,,
-26948,"NAD83 / Arizona East",9001,4269,10231,9807,1,0,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
-26949,"NAD83 / Arizona Central",9001,4269,10232,9807,1,0,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
-26950,"NAD83 / Arizona West",9001,4269,10233,9807,1,0,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,213360,9001,8807,0,9001,,,,,,
-26951,"NAD83 / Arkansas North",9001,4269,10331,9802,1,0,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,400000,9001,8827,0,9001,,,
-26952,"NAD83 / Arkansas South",9001,4269,10332,9802,1,0,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,400000,9001,8827,400000,9001,,,
-26953,"NAD83 / Colorado North",9001,4269,10531,9802,1,0,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
-26954,"NAD83 / Colorado Central",9001,4269,10532,9802,1,0,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
-26955,"NAD83 / Colorado South",9001,4269,10533,9802,1,0,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
-26956,"NAD83 / Connecticut",9001,4269,10630,9802,1,0,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,304800.6096,9001,8827,152400.3048,9001,,,
-26957,"NAD83 / Delaware",9001,4269,10730,9807,1,0,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,200000,9001,8807,0,9001,,,,,,
-26958,"NAD83 / Florida East",9001,4269,10931,9807,1,0,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
-26959,"NAD83 / Florida West",9001,4269,10932,9807,1,0,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
-26960,"NAD83 / Florida North",9001,4269,10933,9802,1,0,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,600000,9001,8827,0,9001,,,
-26961,"NAD83 / Hawaii zone 1",9001,4269,15131,9807,1,0,8801,18.5,9110,8802,-155.3,9110,8805,0.999966667,9201,8806,500000,9001,8807,0,9001,,,,,,
-26962,"NAD83 / Hawaii zone 2",9001,4269,15132,9807,1,0,8801,20.2,9110,8802,-156.4,9110,8805,0.999966667,9201,8806,500000,9001,8807,0,9001,,,,,,
-26963,"NAD83 / Hawaii zone 3",9001,4269,15133,9807,1,0,8801,21.1,9110,8802,-158,9110,8805,0.99999,9201,8806,500000,9001,8807,0,9001,,,,,,
-26964,"NAD83 / Hawaii zone 4",9001,4269,15134,9807,1,0,8801,21.5,9110,8802,-159.3,9110,8805,0.99999,9201,8806,500000,9001,8807,0,9001,,,,,,
-26965,"NAD83 / Hawaii zone 5",9001,4269,15135,9807,1,0,8801,21.4,9110,8802,-160.1,9110,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-26966,"NAD83 / Georgia East",9001,4269,11031,9807,1,0,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
-26967,"NAD83 / Georgia West",9001,4269,11032,9807,1,0,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,700000,9001,8807,0,9001,,,,,,
-26968,"NAD83 / Idaho East",9001,4269,11131,9807,1,0,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,200000,9001,8807,0,9001,,,,,,
-26969,"NAD83 / Idaho Central",9001,4269,11132,9807,1,0,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,500000,9001,8807,0,9001,,,,,,
-26970,"NAD83 / Idaho West",9001,4269,11133,9807,1,0,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,800000,9001,8807,0,9001,,,,,,
-26971,"NAD83 / Illinois East",9001,4269,11231,9807,1,0,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,300000,9001,8807,0,9001,,,,,,
-26972,"NAD83 / Illinois West",9001,4269,11232,9807,1,0,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,700000,9001,8807,0,9001,,,,,,
-26973,"NAD83 / Indiana East",9001,4269,11331,9807,1,0,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,100000,9001,8807,250000,9001,,,,,,
-26974,"NAD83 / Indiana West",9001,4269,11332,9807,1,0,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,900000,9001,8807,250000,9001,,,,,,
-26975,"NAD83 / Iowa North",9001,4269,11431,9802,1,0,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,1500000,9001,8827,1000000,9001,,,
-26976,"NAD83 / Iowa South",9001,4269,11432,9802,1,0,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,500000,9001,8827,0,9001,,,
-26977,"NAD83 / Kansas North",9001,4269,11531,9802,1,0,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,400000,9001,8827,0,9001,,,
-26978,"NAD83 / Kansas South",9001,4269,11532,9802,1,0,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,400000,9001,8827,400000,9001,,,
-26979,"NAD83 / Kentucky North",9001,4269,11631,9802,1,1,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,37.58,9110,8826,500000,9001,8827,0,9001,,,
-26980,"NAD83 / Kentucky South",9001,4269,11632,9802,1,0,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,500000,9001,8827,500000,9001,,,
-26981,"NAD83 / Louisiana North",9001,4269,11731,9802,1,0,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,1000000,9001,8827,0,9001,,,
-26982,"NAD83 / Louisiana South",9001,4269,11732,9802,1,0,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,1000000,9001,8827,0,9001,,,
-26983,"NAD83 / Maine East",9001,4269,11831,9807,1,0,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,300000,9001,8807,0,9001,,,,,,
-26984,"NAD83 / Maine West",9001,4269,11832,9807,1,0,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,900000,9001,8807,0,9001,,,,,,
-26985,"NAD83 / Maryland",9001,4269,11930,9802,1,0,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,400000,9001,8827,0,9001,,,
-26986,"NAD83 / Massachusetts Mainland",9001,4269,12031,9802,1,0,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,200000,9001,8827,750000,9001,,,
-26987,"NAD83 / Massachusetts Island",9001,4269,12032,9802,1,0,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,500000,9001,8827,0,9001,,,
-26988,"NAD83 / Michigan North",9001,4269,12141,9802,1,0,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,8000000,9001,8827,0,9001,,,
-26989,"NAD83 / Michigan Central",9001,4269,12142,9802,1,0,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,6000000,9001,8827,0,9001,,,
-26990,"NAD83 / Michigan South",9001,4269,12143,9802,1,0,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,4000000,9001,8827,0,9001,,,
-26991,"NAD83 / Minnesota North",9001,4269,12231,9802,1,0,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,800000,9001,8827,100000,9001,,,
-26992,"NAD83 / Minnesota Central",9001,4269,12232,9802,1,0,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,800000,9001,8827,100000,9001,,,
-26993,"NAD83 / Minnesota South",9001,4269,12233,9802,1,0,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,800000,9001,8827,100000,9001,,,
-26994,"NAD83 / Mississippi East",9001,4269,12331,9807,1,0,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,300000,9001,8807,0,9001,,,,,,
-26995,"NAD83 / Mississippi West",9001,4269,12332,9807,1,0,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,700000,9001,8807,0,9001,,,,,,
-26996,"NAD83 / Missouri East",9001,4269,12431,9807,1,0,8801,35.5,9110,8802,-90.3,9110,8805,0.999933333,9201,8806,250000,9001,8807,0,9001,,,,,,
-26997,"NAD83 / Missouri Central",9001,4269,12432,9807,1,0,8801,35.5,9110,8802,-92.3,9110,8805,0.999933333,9201,8806,500000,9001,8807,0,9001,,,,,,
-26998,"NAD83 / Missouri West",9001,4269,12433,9807,1,0,8801,36.1,9110,8802,-94.3,9110,8805,0.999941177,9201,8806,850000,9001,8807,0,9001,,,,,,
-27037,"Nahrwan 1967 / UTM zone 37N",9001,4270,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-27038,"Nahrwan 1967 / UTM zone 38N",9001,4270,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-27039,"Nahrwan 1967 / UTM zone 39N",9001,4270,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-27040,"Nahrwan 1967 / UTM zone 40N",9001,4270,16040,9807,1,0,8802,57,9102,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
-27120,"Naparima 1972 / UTM zone 20N",9001,4271,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-27200,"NZGD49 / New Zealand Map Grid",9001,4272,19917,9811,1,0,8806,2510000,9001,8807,6023150,9001,8801,-41,9102,8802,173,9102,,,,,,,,,
-27205,"NZGD49 / Mount Eden Circuit",9001,4272,17901,9807,1,0,8805,0.9999,9201,8806,300000,9001,8802,174.45516217,9110,8807,700000,9001,8801,-36.5247515,9110,,,,,,
-27206,"NZGD49 / Bay of Plenty Circuit",9001,4272,17902,9807,1,0,8802,176.27583101,9110,8807,700000,9001,8806,300000,9001,8801,-37.45404993,9110,8805,1,9201,,,,,,
-27207,"NZGD49 / Poverty Bay Circuit",9001,4272,17903,9807,1,0,8806,300000,9001,8805,1,9201,8802,177.53082906,9110,8801,-38.372893,9110,8807,700000,9001,,,,,,
-27208,"NZGD49 / Hawkes Bay Circuit",9001,4272,17904,9807,1,0,8802,176.40252499,9110,8801,-39.39033455,9110,8807,700000,9001,8806,300000,9001,8805,1,9201,,,,,,
-27209,"NZGD49 / Taranaki Circuit",9001,4272,17905,9807,1,0,8805,1,9201,8801,-39.08087299,9110,8807,700000,9001,8802,174.13408423,9110,8806,300000,9001,,,,,,
-27210,"NZGD49 / Tuhirangi Circuit",9001,4272,17906,9807,1,0,8807,700000,9001,8805,1,9201,8802,175.38241325,9110,8806,300000,9001,8801,-39.30448934,9110,,,,,,
-27211,"NZGD49 / Wanganui Circuit",9001,4272,17907,9807,1,0,8807,700000,9001,8801,-40.14310097,9110,8805,1,9201,8806,300000,9001,8802,175.29171586,9110,,,,,,
-27212,"NZGD49 / Wairarapa Circuit",9001,4272,17908,9807,1,0,8801,-40.55319175,9110,8802,175.38504588,9110,8807,700000,9001,8806,300000,9001,8805,1,9201,,,,,,
-27213,"NZGD49 / Wellington Circuit",9001,4272,17909,9807,1,0,8806,300000,9001,8807,700000,9001,8805,1,9201,8801,-41.18047507,9110,8802,174.46358432,9110,,,,,,
-27214,"NZGD49 / Collingwood Circuit",9001,4272,17910,9807,1,0,8802,172.40193674,9110,8806,300000,9001,8805,1,9201,8807,700000,9001,8801,-40.42531326,9110,,,,,,
-27215,"NZGD49 / Nelson Circuit",9001,4272,17911,9807,1,0,8802,173.17575405,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,8801,-41.1628361,9110,,,,,,
-27216,"NZGD49 / Karamea Circuit",9001,4272,17912,9807,1,0,8807,700000,9001,8806,300000,9001,8805,1,9201,8801,-41.17236815,9110,8802,172.06325015,9110,,,,,,
-27217,"NZGD49 / Buller Circuit",9001,4272,17913,9807,1,0,8805,1,9201,8801,-41.48388903,9110,8806,300000,9001,8807,700000,9001,8802,171.34525362,9110,,,,,,
-27218,"NZGD49 / Grey Circuit",9001,4272,17914,9807,1,0,8805,1,9201,8802,171.32591767,9110,8806,300000,9001,8807,700000,9001,8801,-42.20012994,9110,,,,,,
-27219,"NZGD49 / Amuri Circuit",9001,4272,17915,9807,1,0,8805,1,9201,8806,300000,9001,8807,700000,9001,8801,-42.41208197,9110,8802,173.00364802,9110,,,,,,
-27220,"NZGD49 / Marlborough Circuit",9001,4272,17916,9807,1,0,8806,300000,9001,8802,173.48074668,9110,8807,700000,9001,8805,1,9201,8801,-41.3240152,9110,,,,,,
-27221,"NZGD49 / Hokitika Circuit",9001,4272,17917,9807,1,0,8801,-42.53107605,9110,8806,300000,9001,8805,1,9201,8807,700000,9001,8802,170.58479766,9110,,,,,,
-27222,"NZGD49 / Okarito Circuit",9001,4272,17918,9807,1,0,8802,170.1539333,9110,8806,300000,9001,8805,1,9201,8801,-43.06364613,9110,8807,700000,9001,,,,,,
-27223,"NZGD49 / Jacksons Bay Circuit",9001,4272,17919,9807,1,0,8807,700000,9001,8802,168.36225612,9110,8805,1,9201,8801,-43.58400904,9110,8806,300000,9001,,,,,,
-27224,"NZGD49 / Mount Pleasant Circuit",9001,4272,17920,9807,1,0,8801,-43.35262953,9110,8807,700000,9001,8806,300000,9001,8802,172.43378969,9110,8805,1,9201,,,,,,
-27225,"NZGD49 / Gawler Circuit",9001,4272,17921,9807,1,0,8807,700000,9001,8806,300000,9001,8805,1,9201,8801,-43.44553616,9110,8802,171.21386945,9110,,,,,,
-27226,"NZGD49 / Timaru Circuit",9001,4272,17922,9807,1,0,8805,1,9201,8806,300000,9001,8807,700000,9001,8802,171.0326103,9110,8801,-44.24079933,9110,,,,,,
-27227,"NZGD49 / Lindis Peak Circuit",9001,4272,17923,9807,1,0,8805,1,9201,8802,169.28039183,9110,8807,700000,9001,8806,300000,9001,8801,-44.44069647,9110,,,,,,
-27228,"NZGD49 / Mount Nicholas Circuit",9001,4272,17924,9807,1,0,8801,-45.07584493,9110,8806,300000,9001,8807,700000,9001,8805,1,9201,8802,168.23551083,9110,,,,,,
-27229,"NZGD49 / Mount York Circuit",9001,4272,17925,9807,1,0,8806,300000,9001,8805,1,9201,8807,700000,9001,8801,-45.33494142,9110,8802,167.44199024,9110,,,,,,
-27230,"NZGD49 / Observation Point Circuit",9001,4272,17926,9807,1,0,8802,170.37429426,9110,8807,700000,9001,8801,-45.48583078,9110,8805,1,9201,8806,300000,9001,,,,,,
-27231,"NZGD49 / North Taieri Circuit",9001,4272,17927,9807,1,0,8802,170.16573208,9110,8805,0.99996,9201,8806,300000,9001,8807,700000,9001,8801,-45.51414481,9110,,,,,,
-27232,"NZGD49 / Bluff Circuit",9001,4272,17928,9807,1,0,8806,300002.66,9001,8805,1,9201,8801,-46.36000346,9110,8807,699999.58,9001,8802,168.20343392,9110,,,,,,
-27258,"NZGD49 / UTM zone 58S",9001,4272,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-27259,"NZGD49 / UTM zone 59S",9001,4272,16159,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,,,,,,
-27260,"NZGD49 / UTM zone 60S",9001,4272,16160,9807,1,0,8802,177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-27291,"NZGD49 / North Island Grid",9040,4272,18141,9807,1,0,8802,175.3,9110,8805,1,9201,8806,300000,9040,8807,400000,9040,8801,-39,9110,,,,,,
-27292,"NZGD49 / South Island Grid",9040,4272,18142,9807,1,0,8807,500000,9040,8806,500000,9040,8802,171.3,9110,8801,-44,9110,8805,1,9201,,,,,,
-27391,"NGO 1948 (Oslo) / NGO zone I",9001,4817,18221,9807,1,0,8806,0,9001,8807,0,9001,8802,-4.4,9110,8801,58,9110,8805,1,9201,,,,,,
-27392,"NGO 1948 (Oslo) / NGO zone II",9001,4817,18222,9807,1,0,8807,0,9001,8801,58,9110,8802,-2.2,9110,8806,0,9001,8805,1,9201,,,,,,
-27393,"NGO 1948 (Oslo) / NGO zone III",9001,4817,18223,9807,1,0,8805,1,9201,8802,0,9110,8801,58,9110,8807,0,9001,8806,0,9001,,,,,,
-27394,"NGO 1948 (Oslo) / NGO zone IV",9001,4817,18224,9807,1,0,8807,0,9001,8801,58,9110,8806,0,9001,8805,1,9201,8802,2.3,9110,,,,,,
-27395,"NGO 1948 (Oslo) / NGO zone V",9001,4817,18225,9807,1,0,8801,58,9110,8802,6.1,9110,8807,0,9001,8805,1,9201,8806,0,9001,,,,,,
-27396,"NGO 1948 (Oslo) / NGO zone VI",9001,4817,18226,9807,1,0,8801,58,9110,8805,1,9201,8806,0,9001,8807,0,9001,8802,10.1,9110,,,,,,
-27397,"NGO 1948 (Oslo) / NGO zone VII",9001,4817,18227,9807,1,0,8802,14.1,9110,8807,0,9001,8805,1,9201,8806,0,9001,8801,58,9110,,,,,,
-27398,"NGO 1948 (Oslo) / NGO zone VIII",9001,4817,18228,9807,1,0,8802,18.2,9110,8801,58,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
-27429,"Datum 73 / UTM zone 29N",9001,4274,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-27492,"Datum 73 / Modified Portuguese Grid",9001,4274,19974,9807,1,0,8806,180.598,9001,8802,-8.0754862,9110,8801,39.4,9110,8805,1,9201,8807,-86.99,9001,,,,,,
-27500,"ATF (Paris) / Nord de Guerre",9001,4901,19903,9801,1,0,8806,500000,9001,8807,300000,9001,8805,0.99950908,9201,8801,55,9105,8802,6,9105,,,,,,
-27561,"NTF (Paris) / Lambert Nord France",9001,4807,18091,9801,1,0,8802,0,9105,8805,0.999877341,9201,8807,200000,9001,8806,600000,9001,8801,55,9105,,,,,,
-27562,"NTF (Paris) / Lambert Centre France",9001,4807,18092,9801,1,0,8806,600000,9001,8805,0.99987742,9201,8807,200000,9001,8802,0,9105,8801,52,9105,,,,,,
-27563,"NTF (Paris) / Lambert Sud France",9001,4807,18093,9801,1,0,8807,200000,9001,8806,600000,9001,8805,0.999877499,9201,8801,49,9105,8802,0,9105,,,,,,
-27564,"NTF (Paris) / Lambert Corse",9001,4807,18094,9801,1,0,8802,0,9105,8805,0.99994471,9201,8807,185861.369,9001,8806,234.358,9001,8801,46.85,9105,,,,,,
-27571,"NTF (Paris) / Lambert zone I",9001,4807,18081,9801,1,0,8801,55,9105,8802,0,9105,8806,600000,9001,8805,0.999877341,9201,8807,1200000,9001,,,,,,
-27572,"NTF (Paris) / Lambert zone II",9001,4807,18082,9801,1,0,8807,2200000,9001,8805,0.99987742,9201,8802,0,9105,8806,600000,9001,8801,52,9105,,,,,,
-27573,"NTF (Paris) / Lambert zone III",9001,4807,18083,9801,1,0,8807,3200000,9001,8806,600000,9001,8802,0,9105,8805,0.999877499,9201,8801,49,9105,,,,,,
-27574,"NTF (Paris) / Lambert zone IV",9001,4807,18084,9801,1,0,8801,46.85,9105,8802,0,9105,8805,0.99994471,9201,8807,4185861.369,9001,8806,234.358,9001,,,,,,
-27581,"NTF (Paris) / France I",9001,4807,18081,9801,1,1,8801,55,9105,8802,0,9105,8806,600000,9001,8805,0.999877341,9201,8807,1200000,9001,,,,,,
-27582,"NTF (Paris) / France II",9001,4807,18082,9801,1,1,8807,2200000,9001,8805,0.99987742,9201,8802,0,9105,8806,600000,9001,8801,52,9105,,,,,,
-27583,"NTF (Paris) / France III",9001,4807,18083,9801,1,1,8807,3200000,9001,8806,600000,9001,8802,0,9105,8805,0.999877499,9201,8801,49,9105,,,,,,
-27584,"NTF (Paris) / France IV",9001,4807,18084,9801,1,1,8801,46.85,9105,8802,0,9105,8805,0.99994471,9201,8807,4185861.369,9001,8806,234.358,9001,,,,,,
-27591,"NTF (Paris) / Nord France",9001,4807,18091,9801,1,1,8802,0,9105,8805,0.999877341,9201,8807,200000,9001,8806,600000,9001,8801,55,9105,,,,,,
-27592,"NTF (Paris) / Centre France",9001,4807,18092,9801,1,1,8806,600000,9001,8805,0.99987742,9201,8807,200000,9001,8802,0,9105,8801,52,9105,,,,,,
-27593,"NTF (Paris) / Sud France",9001,4807,18093,9801,1,1,8807,200000,9001,8806,600000,9001,8805,0.999877499,9201,8801,49,9105,8802,0,9105,,,,,,
-27594,"NTF (Paris) / Corse",9001,4807,18094,9801,1,1,8802,0,9105,8805,0.99994471,9201,8807,185861.369,9001,8806,234.358,9001,8801,46.85,9105,,,,,,
-27700,"OSGB 1936 / British National Grid",9001,4277,19916,9807,1,0,8801,49,9102,8805,0.9996012717,9201,8802,-2,9102,8806,400000,9001,8807,-100000,9001,,,,,,
-28191,"Palestine 1923 / Palestine Grid",9001,4281,18201,9806,1,0,8801,31.4402749,9110,8806,170251.555,9001,8807,126867.909,9001,8802,35.124349,9110,,,,,,,,,
-28192,"Palestine 1923 / Palestine Belt",9001,4281,18202,9807,1,0,8802,35.124349,9110,8801,31.4402749,9110,8807,1126867.909,9001,8805,1,9201,8806,170251.555,9001,,,,,,
-28193,"Palestine 1923 / Israeli CS Grid",9001,4281,18203,9806,1,0,8806,170251.555,9001,8807,1126867.909,9001,8801,31.4402749,9110,8802,35.124349,9110,,,,,,,,,
-28232,"Pointe Noire / UTM zone 32S",9001,4282,16132,9807,1,0,8802,9,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-28348,"GDA94 / MGA zone 48",9001,4283,17348,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,105,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-28349,"GDA94 / MGA zone 49",9001,4283,17349,9807,1,0,8805,0.9996,9201,8801,0,9102,8802,111,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-28350,"GDA94 / MGA zone 50",9001,4283,17350,9807,1,0,8802,117,9102,8806,500000,9001,8805,0.9996,9201,8801,0,9102,8807,10000000,9001,,,,,,
-28351,"GDA94 / MGA zone 51",9001,4283,17351,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,123,9102,8801,0,9102,8807,10000000,9001,,,,,,
-28352,"GDA94 / MGA zone 52",9001,4283,17352,9807,1,0,8806,500000,9001,8802,129,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,,,,,,
-28353,"GDA94 / MGA zone 53",9001,4283,17353,9807,1,0,8802,135,9102,8805,0.9996,9201,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-28354,"GDA94 / MGA zone 54",9001,4283,17354,9807,1,0,8802,141,9102,8807,10000000,9001,8801,0,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-28355,"GDA94 / MGA zone 55",9001,4283,17355,9807,1,0,8805,0.9996,9201,8802,147,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-28356,"GDA94 / MGA zone 56",9001,4283,17356,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,8802,153,9102,,,,,,
-28357,"GDA94 / MGA zone 57",9001,4283,17357,9807,1,0,8801,0,9102,8802,159,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-28358,"GDA94 / MGA zone 58",9001,4283,17358,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,165,9102,8807,10000000,9001,,,,,,
-28402,"Pulkovo 1942 / Gauss-Kruger zone 2",9001,4284,16202,9807,1,0,8802,9,9102,8801,0,9102,8806,2500000,9001,8805,1,9201,8807,0,9001,,,,,,
-28403,"Pulkovo 1942 / Gauss-Kruger zone 3",9001,4284,16203,9807,1,0,8806,3500000,9001,8805,1,9201,8802,15,9102,8801,0,9102,8807,0,9001,,,,,,
-28404,"Pulkovo 1942 / Gauss-Kruger zone 4",9001,4284,16204,9807,1,0,8802,21,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,4500000,9001,,,,,,
-28405,"Pulkovo 1942 / Gauss-Kruger zone 5",9001,4284,16205,9807,1,0,8806,5500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-28406,"Pulkovo 1942 / Gauss-Kruger zone 6",9001,4284,16206,9807,1,0,8807,0,9001,8806,6500000,9001,8801,0,9102,8805,1,9201,8802,33,9102,,,,,,
-28407,"Pulkovo 1942 / Gauss-Kruger zone 7",9001,4284,16207,9807,1,0,8805,1,9201,8802,39,9102,8801,0,9102,8806,7500000,9001,8807,0,9001,,,,,,
-28408,"Pulkovo 1942 / Gauss-Kruger zone 8",9001,4284,16208,9807,1,0,8806,8500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,8807,0,9001,,,,,,
-28409,"Pulkovo 1942 / Gauss-Kruger zone 9",9001,4284,16209,9807,1,0,8801,0,9102,8807,0,9001,8802,51,9102,8806,9500000,9001,8805,1,9201,,,,,,
-28410,"Pulkovo 1942 / Gauss-Kruger zone 10",9001,4284,16210,9807,1,0,8801,0,9102,8806,10500000,9001,8805,1,9201,8802,57,9102,8807,0,9001,,,,,,
-28411,"Pulkovo 1942 / Gauss-Kruger zone 11",9001,4284,16211,9807,1,0,8807,0,9001,8806,11500000,9001,8805,1,9201,8802,63,9102,8801,0,9102,,,,,,
-28412,"Pulkovo 1942 / Gauss-Kruger zone 12",9001,4284,16212,9807,1,0,8802,69,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,12500000,9001,,,,,,
-28413,"Pulkovo 1942 / Gauss-Kruger zone 13",9001,4284,16213,9807,1,0,8802,75,9102,8801,0,9102,8807,0,9001,8806,13500000,9001,8805,1,9201,,,,,,
-28414,"Pulkovo 1942 / Gauss-Kruger zone 14",9001,4284,16214,9807,1,0,8807,0,9001,8806,14500000,9001,8801,0,9102,8805,1,9201,8802,81,9102,,,,,,
-28415,"Pulkovo 1942 / Gauss-Kruger zone 15",9001,4284,16215,9807,1,0,8801,0,9102,8805,1,9201,8802,87,9102,8806,15500000,9001,8807,0,9001,,,,,,
-28416,"Pulkovo 1942 / Gauss-Kruger zone 16",9001,4284,16216,9807,1,0,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,8806,16500000,9001,,,,,,
-28417,"Pulkovo 1942 / Gauss-Kruger zone 17",9001,4284,16217,9807,1,0,8801,0,9102,8807,0,9001,8802,99,9102,8806,17500000,9001,8805,1,9201,,,,,,
-28418,"Pulkovo 1942 / Gauss-Kruger zone 18",9001,4284,16218,9807,1,0,8805,1,9201,8802,105,9102,8801,0,9102,8806,18500000,9001,8807,0,9001,,,,,,
-28419,"Pulkovo 1942 / Gauss-Kruger zone 19",9001,4284,16219,9807,1,0,8806,19500000,9001,8805,1,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-28420,"Pulkovo 1942 / Gauss-Kruger zone 20",9001,4284,16220,9807,1,0,8802,117,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,20500000,9001,,,,,,
-28421,"Pulkovo 1942 / Gauss-Kruger zone 21",9001,4284,16221,9807,1,0,8805,1,9201,8802,123,9102,8801,0,9102,8807,0,9001,8806,21500000,9001,,,,,,
-28422,"Pulkovo 1942 / Gauss-Kruger zone 22",9001,4284,16222,9807,1,0,8807,0,9001,8806,22500000,9001,8801,0,9102,8805,1,9201,8802,129,9102,,,,,,
-28423,"Pulkovo 1942 / Gauss-Kruger zone 23",9001,4284,16223,9807,1,0,8805,1,9201,8802,135,9102,8801,0,9102,8806,23500000,9001,8807,0,9001,,,,,,
-28424,"Pulkovo 1942 / Gauss-Kruger zone 24",9001,4284,16224,9807,1,0,8807,0,9001,8806,24500000,9001,8805,1,9201,8802,141,9102,8801,0,9102,,,,,,
-28425,"Pulkovo 1942 / Gauss-Kruger zone 25",9001,4284,16225,9807,1,0,8802,147,9102,8801,0,9102,8807,0,9001,8806,25500000,9001,8805,1,9201,,,,,,
-28426,"Pulkovo 1942 / Gauss-Kruger zone 26",9001,4284,16226,9807,1,0,8801,0,9102,8806,26500000,9001,8805,1,9201,8802,153,9102,8807,0,9001,,,,,,
-28427,"Pulkovo 1942 / Gauss-Kruger zone 27",9001,4284,16227,9807,1,0,8807,0,9001,8806,27500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,,,,,,
-28428,"Pulkovo 1942 / Gauss-Kruger zone 28",9001,4284,16228,9807,1,0,8802,165,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,28500000,9001,,,,,,
-28429,"Pulkovo 1942 / Gauss-Kruger zone 29",9001,4284,16229,9807,1,0,8802,171,9102,8801,0,9102,8807,0,9001,8806,29500000,9001,8805,1,9201,,,,,,
-28430,"Pulkovo 1942 / Gauss-Kruger zone 30",9001,4284,16230,9807,1,0,8807,0,9001,8806,30500000,9001,8801,0,9102,8805,1,9201,8802,177,9102,,,,,,
-28431,"Pulkovo 1942 / Gauss-Kruger zone 31",9001,4284,16231,9807,1,0,8802,-177,9102,8801,0,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
-28432,"Pulkovo 1942 / Gauss-Kruger zone 32",9001,4284,16232,9807,1,0,8805,1,9201,8802,-171,9102,8801,0,9102,8807,0,9001,8806,32500000,9001,,,,,,
-28462,"Pulkovo 1942 / Gauss-Kruger 2N",9001,4284,16302,9807,1,1,8807,0,9001,8805,1,9201,8806,500000,9001,8802,9,9102,8801,0,9102,,,,,,
-28463,"Pulkovo 1942 / Gauss-Kruger 3N",9001,4284,16303,9807,1,1,8805,1,9201,8801,0,9102,8807,0,9001,8806,500000,9001,8802,15,9102,,,,,,
-28464,"Pulkovo 1942 / Gauss-Kruger 4N",9001,4284,16304,9807,1,1,8805,1,9201,8802,21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-28465,"Pulkovo 1942 / Gauss-Kruger 5N",9001,4284,16305,9807,1,1,8806,500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-28466,"Pulkovo 1942 / Gauss-Kruger 6N",9001,4284,16306,9807,1,1,8801,0,9102,8807,0,9001,8802,33,9102,8806,500000,9001,8805,1,9201,,,,,,
-28467,"Pulkovo 1942 / Gauss-Kruger 7N",9001,4284,16307,9807,1,1,8801,0,9102,8806,500000,9001,8805,1,9201,8802,39,9102,8807,0,9001,,,,,,
-28468,"Pulkovo 1942 / Gauss-Kruger 8N",9001,4284,16308,9807,1,1,8807,0,9001,8806,500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-28469,"Pulkovo 1942 / Gauss-Kruger 9N",9001,4284,16309,9807,1,1,8801,0,9102,8802,51,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-28470,"Pulkovo 1942 / Gauss-Kruger 10N",9001,4284,16310,9807,1,1,8802,57,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-28471,"Pulkovo 1942 / Gauss-Kruger 11N",9001,4284,16311,9807,1,1,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,63,9102,,,,,,
-28472,"Pulkovo 1942 / Gauss-Kruger 12N",9001,4284,16312,9807,1,1,8801,0,9102,8805,1,9201,8802,69,9102,8806,500000,9001,8807,0,9001,,,,,,
-28473,"Pulkovo 1942 / Gauss-Kruger 13N",9001,4284,16313,9807,1,1,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-28474,"Pulkovo 1942 / Gauss-Kruger 14N",9001,4284,16314,9807,1,1,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-28475,"Pulkovo 1942 / Gauss-Kruger 15N",9001,4284,16315,9807,1,1,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-28476,"Pulkovo 1942 / Gauss-Kruger 16N",9001,4284,16316,9807,1,1,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-28477,"Pulkovo 1942 / Gauss-Kruger 17N",9001,4284,16317,9807,1,1,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-28478,"Pulkovo 1942 / Gauss-Kruger 18N",9001,4284,16318,9807,1,1,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-28479,"Pulkovo 1942 / Gauss-Kruger 19N",9001,4284,16319,9807,1,1,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-28480,"Pulkovo 1942 / Gauss-Kruger 20N",9001,4284,16320,9807,1,1,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-28481,"Pulkovo 1942 / Gauss-Kruger 21N",9001,4284,16321,9807,1,1,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-28482,"Pulkovo 1942 / Gauss-Kruger 22N",9001,4284,16322,9807,1,1,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-28483,"Pulkovo 1942 / Gauss-Kruger 23N",9001,4284,16323,9807,1,1,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-28484,"Pulkovo 1942 / Gauss-Kruger 24N",9001,4284,16324,9807,1,1,8806,500000,9001,8805,1,9201,8802,141,9102,8801,0,9102,8807,0,9001,,,,,,
-28485,"Pulkovo 1942 / Gauss-Kruger 25N",9001,4284,16325,9807,1,1,8802,147,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-28486,"Pulkovo 1942 / Gauss-Kruger 26N",9001,4284,16326,9807,1,1,8802,153,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-28487,"Pulkovo 1942 / Gauss-Kruger 27N",9001,4284,16327,9807,1,1,8807,0,9001,8806,500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,,,,,,
-28488,"Pulkovo 1942 / Gauss-Kruger 28N",9001,4284,16328,9807,1,1,8806,500000,9001,8805,1,9201,8802,165,9102,8807,0,9001,8801,0,9102,,,,,,
-28489,"Pulkovo 1942 / Gauss-Kruger 29N",9001,4284,16329,9807,1,1,8805,1,9201,8802,171,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-28490,"Pulkovo 1942 / Gauss-Kruger 30N",9001,4284,16330,9807,1,1,8801,0,9102,8807,0,9001,8802,177,9102,8806,500000,9001,8805,1,9201,,,,,,
-28491,"Pulkovo 1942 / Gauss-Kruger 31N",9001,4284,16331,9807,1,1,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,8802,-177,9102,,,,,,
-28492,"Pulkovo 1942 / Gauss-Kruger 32N",9001,4284,16332,9807,1,1,8806,500000,9001,8805,1,9201,8802,-171,9102,8801,0,9102,8807,0,9001,,,,,,
-28600,"Qatar 1974 / Qatar National Grid",9001,4285,19919,9807,1,0,8805,0.99999,9201,8806,200000,9001,8802,51.13,9110,8801,24.27,9110,8807,300000,9001,,,,,,
-28991,"Amersfoort / RD Old",9001,4289,19913,9809,1,0,8802,5.23155,9110,8801,52.0922178,9110,8807,0,9001,8805,0.9999079,9201,8806,0,9001,,,,,,
-28992,"Amersfoort / RD New",9001,4289,19914,9809,1,0,8807,463000,9001,8806,155000,9001,8802,5.23155,9110,8805,0.9999079,9201,8801,52.0922178,9110,,,,,,
-29100,"SAD69 / Brazil Polyconic",9001,4291,19941,9818,1,1,8807,10000000,9001,8806,5000000,9001,8801,0,9102,8802,-54,9102,,,,,,,,,
-29101,"SAD69 / Brazil Polyconic",9001,4618,19941,9818,1,0,8807,10000000,9001,8806,5000000,9001,8801,0,9102,8802,-54,9102,,,,,,,,,
-29118,"SAD69 / UTM zone 18N",9001,4291,16018,9807,1,1,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-29119,"SAD69 / UTM zone 19N",9001,4291,16019,9807,1,1,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-29120,"SAD69 / UTM zone 20N",9001,4291,16020,9807,1,1,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-29121,"SAD69 / UTM zone 21N",9001,4291,16021,9807,1,1,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-29122,"SAD69 / UTM zone 22N",9001,4291,16022,9807,1,1,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-29168,"SAD69 / UTM zone 18N",9001,4618,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-29169,"SAD69 / UTM zone 19N",9001,4618,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-29170,"SAD69 / UTM zone 20N",9001,4618,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-29171,"SAD69 / UTM zone 21N",9001,4618,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-29172,"SAD69 / UTM zone 22N",9001,4618,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-29177,"SAD69 / UTM zone 17S",9001,4291,16117,9807,1,1,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-29178,"SAD69 / UTM zone 18S",9001,4291,16118,9807,1,1,8801,0,9102,8805,0.9996,9201,8802,-75,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-29179,"SAD69 / UTM zone 19S",9001,4291,16119,9807,1,1,8805,0.9996,9201,8802,-69,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-29180,"SAD69 / UTM zone 20S",9001,4291,16120,9807,1,1,8801,0,9102,8807,10000000,9001,8802,-63,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-29181,"SAD69 / UTM zone 21S",9001,4291,16121,9807,1,1,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-29182,"SAD69 / UTM zone 22S",9001,4291,16122,9807,1,1,8806,500000,9001,8805,0.9996,9201,8802,-51,9102,8801,0,9102,8807,10000000,9001,,,,,,
-29183,"SAD69 / UTM zone 23S",9001,4291,16123,9807,1,1,8802,-45,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-29184,"SAD69 / UTM zone 24S",9001,4291,16124,9807,1,1,8805,0.9996,9201,8802,-39,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-29185,"SAD69 / UTM zone 25S",9001,4291,16125,9807,1,1,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-33,9102,,,,,,
-29187,"SAD69 / UTM zone 17S",9001,4618,16117,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-29188,"SAD69 / UTM zone 18S",9001,4618,16118,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,-75,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-29189,"SAD69 / UTM zone 19S",9001,4618,16119,9807,1,0,8805,0.9996,9201,8802,-69,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-29190,"SAD69 / UTM zone 20S",9001,4618,16120,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-63,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-29191,"SAD69 / UTM zone 21S",9001,4618,16121,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-29192,"SAD69 / UTM zone 22S",9001,4618,16122,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-51,9102,8801,0,9102,8807,10000000,9001,,,,,,
-29193,"SAD69 / UTM zone 23S",9001,4618,16123,9807,1,0,8802,-45,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-29194,"SAD69 / UTM zone 24S",9001,4618,16124,9807,1,0,8805,0.9996,9201,8802,-39,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-29195,"SAD69 / UTM zone 25S",9001,4618,16125,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-33,9102,,,,,,
-29220,"Sapper Hill 1943 / UTM zone 20S",9001,4292,16120,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-63,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-29221,"Sapper Hill 1943 / UTM zone 21S",9001,4292,16121,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-29333,"Schwarzeck / UTM zone 33S",9001,4293,16133,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,15,9102,,,,,,
-29371,"Schwarzeck / Lo22/11",9031,4293,17611,9808,1,0,8807,0,9031,8806,0,9031,8805,1,9201,8802,11,9102,8801,-22,9102,,,,,,
-29373,"Schwarzeck / Lo22/13",9031,4293,17613,9808,1,0,8802,13,9102,8801,-22,9102,8805,1,9201,8807,0,9031,8806,0,9031,,,,,,
-29375,"Schwarzeck / Lo22/15",9031,4293,17615,9808,1,0,8802,15,9102,8801,-22,9102,8807,0,9031,8806,0,9031,8805,1,9201,,,,,,
-29377,"Schwarzeck / Lo22/17",9031,4293,17617,9808,1,0,8801,-22,9102,8806,0,9031,8805,1,9201,8802,17,9102,8807,0,9031,,,,,,
-29379,"Schwarzeck / Lo22/19",9031,4293,17619,9808,1,0,8805,1,9201,8806,0,9031,8807,0,9031,8801,-22,9102,8802,19,9102,,,,,,
-29381,"Schwarzeck / Lo22/21",9031,4293,17621,9808,1,0,8805,1,9201,8802,21,9102,8801,-22,9102,8807,0,9031,8806,0,9031,,,,,,
-29383,"Schwarzeck / Lo22/23",9031,4293,17623,9808,1,0,8801,-22,9102,8802,23,9102,8807,0,9031,8806,0,9031,8805,1,9201,,,,,,
-29385,"Schwarzeck / Lo22/25",9031,4293,17625,9808,1,0,8801,-22,9102,8806,0,9031,8805,1,9201,8807,0,9031,8802,25,9102,,,,,,
-29635,"Sudan / UTM zone 35N",9001,4296,16035,9807,1,1,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-29636,"Sudan / UTM zone 36N",9001,4296,16036,9807,1,1,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,33,9102,8801,0,9102,,,,,,
-29700,"Tananarive (Paris) / Laborde Grid",9001,4810,19911,9815,1,1,8813,21,9105,8814,21,9105,8811,-21,9105,8816,400000,9001,8815,0.9995,9201,8812,49,9105,8817,800000,9001
-29701,"Tananarive (Paris) / Laborde Grid",9001,4810,19861,9813,1,0,8811,-21,9105,8807,800000,9001,8806,400000,9001,8815,0.9995,9201,8813,21,9105,8812,49,9105,,,
-29702,"Tananarive (Paris) / Laborde Grid approximation",9001,4810,19911,9815,1,0,8813,21,9105,8814,21,9105,8811,-21,9105,8816,400000,9001,8815,0.9995,9201,8812,49,9105,8817,800000,9001
-29738,"Tananarive / UTM zone 38S",9001,4297,16138,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,45,9102,8801,0,9102,8807,10000000,9001,,,,,,
-29739,"Tananarive / UTM zone 39S",9001,4297,16139,9807,1,0,8802,51,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-29849,"Timbalai 1948 / UTM zone 49N",9001,4298,16049,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-29850,"Timbalai 1948 / UTM zone 50N",9001,4298,16050,9807,1,0,8801,0,9102,8807,0,9001,8802,117,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-29871,"Timbalai 1948 / RSO Borneo (ch)",9042,4298,19956,9815,1,0,8814,53.07483685,9110,8815,0.99984,9201,8817,22014.3572,9042,8811,4,9110,8816,29352.4763,9042,8812,115,9110,8813,53.18569537,9110
-29872,"Timbalai 1948 / RSO Borneo (ft)",9041,4298,19957,9815,1,0,8812,115,9110,8815,0.99984,9201,8814,53.07483685,9110,8813,53.18569537,9110,8816,1937263.44,9041,8811,4,9110,8817,1452947.58,9041
-29873,"Timbalai 1948 / RSO Borneo (m)",9001,4298,19958,9815,1,0,8811,4,9110,8813,53.18569537,9110,8817,442857.65,9001,8812,115,9110,8814,53.07483685,9110,8815,0.99984,9201,8816,590476.87,9001
-29900,"TM65 / Irish National Grid",9001,4299,19908,9807,1,1,8801,53.3,9110,8806,200000,9001,8807,250000,9001,8802,-8,9110,8805,1.000035,9201,,,,,,
-29901,"OSNI 1952 / Irish National Grid",9001,4188,19973,9807,1,0,8807,250000,9001,8802,-8,9110,8801,53.3,9110,8805,1,9201,8806,200000,9001,,,,,,
-29902,"TM65 / Irish Grid",9001,4299,19972,9807,1,0,8807,250000,9001,8805,1.000035,9201,8802,-8,9110,8806,200000,9001,8801,53.3,9110,,,,,,
-29903,"TM75 / Irish Grid",9001,4300,19972,9807,1,0,8807,250000,9001,8805,1.000035,9201,8802,-8,9110,8806,200000,9001,8801,53.3,9110,,,,,,
-30161,"Tokyo / Japan Plane Rectangular CS I",9001,4301,17801,9807,1,0,8801,33,9110,8805,0.9999,9201,8802,129.3,9110,8806,0,9001,8807,0,9001,,,,,,
-30162,"Tokyo / Japan Plane Rectangular CS II",9001,4301,17802,9807,1,0,8802,131,9110,8806,0,9001,8807,0,9001,8805,0.9999,9201,8801,33,9110,,,,,,
-30163,"Tokyo / Japan Plane Rectangular CS III",9001,4301,17803,9807,1,0,8805,0.9999,9201,8806,0,9001,8801,36,9110,8802,132.1,9110,8807,0,9001,,,,,,
-30164,"Tokyo / Japan Plane Rectangular CS IV",9001,4301,17804,9807,1,0,8801,33,9110,8802,133.3,9110,8806,0,9001,8805,0.9999,9201,8807,0,9001,,,,,,
-30165,"Tokyo / Japan Plane Rectangular CS V",9001,4301,17805,9807,1,0,8805,0.9999,9201,8802,134.2,9110,8807,0,9001,8806,0,9001,8801,36,9110,,,,,,
-30166,"Tokyo / Japan Plane Rectangular CS VI",9001,4301,17806,9807,1,0,8801,36,9110,8807,0,9001,8802,136,9110,8805,0.9999,9201,8806,0,9001,,,,,,
-30167,"Tokyo / Japan Plane Rectangular CS VII",9001,4301,17807,9807,1,0,8802,137.1,9110,8801,36,9110,8807,0,9001,8806,0,9001,8805,0.9999,9201,,,,,,
-30168,"Tokyo / Japan Plane Rectangular CS VIII",9001,4301,17808,9807,1,0,8806,0,9001,8801,36,9110,8807,0,9001,8802,138.3,9110,8805,0.9999,9201,,,,,,
-30169,"Tokyo / Japan Plane Rectangular CS IX",9001,4301,17809,9807,1,0,8801,36,9110,8802,139.5,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
-30170,"Tokyo / Japan Plane Rectangular CS X",9001,4301,17810,9807,1,0,8805,0.9999,9201,8802,140.5,9110,8807,0,9001,8801,40,9110,8806,0,9001,,,,,,
-30171,"Tokyo / Japan Plane Rectangular CS XI",9001,4301,17811,9807,1,0,8801,44,9110,8802,140.15,9110,8807,0,9001,8806,0,9001,8805,0.9999,9201,,,,,,
-30172,"Tokyo / Japan Plane Rectangular CS XII",9001,4301,17812,9807,1,0,8802,142.15,9110,8805,0.9999,9201,8807,0,9001,8801,44,9110,8806,0,9001,,,,,,
-30173,"Tokyo / Japan Plane Rectangular CS XIII",9001,4301,17813,9807,1,0,8802,144.15,9110,8807,0,9001,8801,44,9110,8805,0.9999,9201,8806,0,9001,,,,,,
-30174,"Tokyo / Japan Plane Rectangular CS XIV",9001,4301,17814,9807,1,0,8802,142,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,8801,26,9110,,,,,,
-30175,"Tokyo / Japan Plane Rectangular CS XV",9001,4301,17815,9807,1,0,8807,0,9001,8805,0.9999,9201,8801,26,9110,8806,0,9001,8802,127.3,9110,,,,,,
-30176,"Tokyo / Japan Plane Rectangular CS XVI",9001,4301,17816,9807,1,0,8807,0,9001,8806,0,9001,8805,0.9999,9201,8801,26,9110,8802,124,9110,,,,,,
-30177,"Tokyo / Japan Plane Rectangular CS XVII",9001,4301,17817,9807,1,0,8802,131,9110,8805,0.9999,9201,8806,0,9001,8801,26,9110,8807,0,9001,,,,,,
-30178,"Tokyo / Japan Plane Rectangular CS XVIII",9001,4301,17818,9807,1,0,8801,20,9110,8807,0,9001,8805,0.9999,9201,8806,0,9001,8802,136,9110,,,,,,
-30179,"Tokyo / Japan Plane Rectangular CS XIX",9001,4301,17819,9807,1,0,8801,26,9110,8806,0,9001,8802,154,9110,8807,0,9001,8805,0.9999,9201,,,,,,
-30200,"Trinidad 1903 / Trinidad Grid",9039,4302,19925,9806,1,0,8806,430000,9039,8801,10.263,9110,8807,325000,9039,8802,-61.2,9110,,,,,,,,,
-30339,"TC(1948) / UTM zone 39N",9001,4303,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-30340,"TC(1948) / UTM zone 40N",9001,4303,16040,9807,1,0,8802,57,9102,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
-30491,"Voirol 1875 / Nord Algerie (ancienne)",9001,4304,18011,9801,1,0,8802,3,9105,8807,300000,9001,8806,500000,9001,8801,40,9105,8805,0.999625544,9201,,,,,,
-30492,"Voirol 1875 / Sud Algerie (ancienne)",9001,4304,18012,9801,1,0,8805,0.999625769,9201,8807,300000,9001,8806,500000,9001,8802,3,9105,8801,37,9105,,,,,,
-30493,"Voirol 1879 / Nord Algerie (ancienne)",9001,4671,18011,9801,1,0,8802,3,9105,8807,300000,9001,8806,500000,9001,8801,40,9105,8805,0.999625544,9201,,,,,,
-30494,"Voirol 1879 / Sud Algerie (ancienne)",9001,4671,18012,9801,1,0,8805,0.999625769,9201,8807,300000,9001,8806,500000,9001,8802,3,9105,8801,37,9105,,,,,,
-30729,"Nord Sahara 1959 / UTM zone 29N",9001,4307,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-30730,"Nord Sahara 1959 / UTM zone 30N",9001,4307,16030,9807,1,0,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-30731,"Nord Sahara 1959 / UTM zone 31N",9001,4307,16031,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,3,9102,,,,,,
-30732,"Nord Sahara 1959 / UTM zone 32N",9001,4307,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-30791,"Nord Sahara 1959 / Voirol Unifie Nord",9001,4307,18021,9801,1,0,8802,3,9105,8807,300090,9001,8806,500135,9001,8805,0.999625544,9201,8801,40,9105,,,,,,
-30792,"Nord Sahara 1959 / Voirol Unifie Sud",9001,4307,18022,9801,1,0,8805,0.999625769,9201,8807,300090,9001,8801,37,9105,8802,3,9105,8806,500135,9001,,,,,,
-30800,RT38 2.5 gon W,9001,4308,19929,9807,1,1,8807,0,9001,8802,15.48298,9110,8805,1,9201,8806,1500000,9001,8801,0,9110,,,,,,
-31028,"Yoff / UTM zone 28N",9001,4310,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-31121,"Zanderij / UTM zone 21N",9001,4311,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-31154,"Zanderij / TM 54 NW",9001,4311,17054,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-54,9102,,,,,,
-31170,"Zanderij / Suriname Old TM",9001,4311,19954,9807,1,0,8802,-55.41,9110,8801,0,9110,8806,500000,9001,8807,0,9001,8805,0.9996,9201,,,,,,
-31171,"Zanderij / Suriname TM",9001,4311,19955,9807,1,0,8801,0,9110,8802,-55.41,9110,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-31251,"MGI (Ferro) / Austria GK West Zone",9001,4805,18001,9807,1,0,8806,0,9001,8805,1,9201,8807,-5000000,9001,8802,28,9102,8801,0,9102,,,,,,
-31252,"MGI (Ferro) / Austria GK Central Zone",9001,4805,18002,9807,1,0,8807,-5000000,9001,8801,0,9102,8806,0,9001,8805,1,9201,8802,31,9102,,,,,,
-31253,"MGI (Ferro) / Austria GK East Zone",9001,4805,18003,9807,1,0,8802,34,9102,8805,1,9201,8806,0,9001,8807,-5000000,9001,8801,0,9102,,,,,,
-31254,"MGI / Austria GK West",9001,4312,18004,9807,1,0,8807,-5000000,9001,8806,0,9001,8805,1,9201,8801,0,9110,8802,10.2,9110,,,,,,
-31255,"MGI / Austria GK Central",9001,4312,18005,9807,1,0,8806,0,9001,8801,0,9110,8807,-5000000,9001,8802,13.2,9110,8805,1,9201,,,,,,
-31256,"MGI / Austria GK East",9001,4312,18006,9807,1,0,8805,1,9201,8802,16.2,9110,8806,0,9001,8807,-5000000,9001,8801,0,9110,,,,,,
-31257,"MGI / Austria GK M28",9001,4312,18007,9807,1,0,8807,-5000000,9001,8805,1,9201,8802,10.2,9110,8806,150000,9001,8801,0,9110,,,,,,
-31258,"MGI / Austria GK M31",9001,4312,18008,9807,1,0,8801,0,9110,8802,13.2,9110,8807,-5000000,9001,8805,1,9201,8806,450000,9001,,,,,,
-31259,"MGI / Austria GK M34",9001,4312,18009,9807,1,0,8806,750000,9001,8805,1,9201,8801,0,9110,8802,16.2,9110,8807,-5000000,9001,,,,,,
-31265,"MGI / 3-degree Gauss zone 5",9001,4312,16265,9807,1,1,8801,0,9102,8807,0,9001,8802,15,9102,8806,5500000,9001,8805,1,9201,,,,,,
-31266,"MGI / 3-degree Gauss zone 6",9001,4312,16266,9807,1,1,8802,18,9102,8801,0,9102,8806,6500000,9001,8805,1,9201,8807,0,9001,,,,,,
-31267,"MGI / 3-degree Gauss zone 7",9001,4312,16267,9807,1,1,8806,7500000,9001,8805,1,9201,8802,21,9102,8801,0,9102,8807,0,9001,,,,,,
-31268,"MGI / 3-degree Gauss zone 8",9001,4312,16268,9807,1,1,8802,24,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,8500000,9001,,,,,,
-31275,"MGI / Balkans zone 5",9001,4312,18275,9807,1,0,8802,15,9102,8805,0.9999,9201,8806,5500000,9001,8801,0,9102,8807,0,9001,,,,,,
-31276,"MGI / Balkans zone 6",9001,4312,18276,9807,1,0,8805,0.9999,9201,8802,18,9102,8806,6500000,9001,8807,0,9001,8801,0,9102,,,,,,
-31277,"MGI / Balkans zone 7",9001,4312,18277,9807,1,0,8807,0,9001,8805,0.9999,9201,8801,0,9102,8802,21,9102,8806,7500000,9001,,,,,,
-31278,"MGI / Balkans zone 8",9001,4312,18277,9807,1,1,8807,0,9001,8805,0.9999,9201,8801,0,9102,8802,21,9102,8806,7500000,9001,,,,,,
-31279,"MGI / Balkans zone 8",9001,4312,18278,9807,1,0,8807,0,9001,8802,24,9102,8801,0,9102,8806,8500000,9001,8805,0.9999,9201,,,,,,
-31281,"MGI (Ferro) / Austria West Zone",9001,4805,18041,9807,1,0,8801,0,9102,8807,0,9001,8802,28,9102,8806,0,9001,8805,1,9201,,,,,,
-31282,"MGI (Ferro) / Austria Central Zone",9001,4805,18042,9807,1,0,8805,1,9201,8802,31,9102,8806,0,9001,8807,0,9001,8801,0,9102,,,,,,
-31283,"MGI (Ferro) / Austria East Zone",9001,4805,18043,9807,1,0,8801,0,9102,8802,34,9102,8807,0,9001,8806,0,9001,8805,1,9201,,,,,,
-31284,"MGI / Austria M28",9001,4312,18044,9807,1,0,8805,1,9201,8807,0,9001,8806,150000,9001,8802,10.2,9110,8801,0,9110,,,,,,
-31285,"MGI / Austria M31",9001,4312,18045,9807,1,0,8801,0,9110,8806,450000,9001,8805,1,9201,8807,0,9001,8802,13.2,9110,,,,,,
-31286,"MGI / Austria M34",9001,4312,18046,9807,1,0,8801,0,9110,8802,16.2,9110,8806,750000,9001,8805,1,9201,8807,0,9001,,,,,,
-31287,"MGI / Austria Lambert",9001,4312,19947,9802,1,0,8827,400000,9001,8821,47.3,9110,8824,46,9110,8826,400000,9001,8823,49,9110,8822,13.2,9110,,,
-31288,"MGI (Ferro) / M28",9001,4805,18047,9807,1,0,8802,28,9102,8805,1,9201,8807,0,9001,8806,150000,9001,8801,0,9102,,,,,,
-31289,"MGI (Ferro) / M31",9001,4805,18048,9807,1,0,8807,0,9001,8806,450000,9001,8802,31,9102,8805,1,9201,8801,0,9102,,,,,,
-31290,"MGI (Ferro) / M34",9001,4805,18049,9807,1,0,8801,0,9102,8806,750000,9001,8802,34,9102,8805,1,9201,8807,0,9001,,,,,,
-31291,"MGI (Ferro) / Austria West Zone",9001,4805,18041,9807,1,1,8801,0,9102,8807,0,9001,8802,28,9102,8806,0,9001,8805,1,9201,,,,,,
-31292,"MGI (Ferro) / Austria Central Zone",9001,4805,18042,9807,1,1,8805,1,9201,8802,31,9102,8806,0,9001,8807,0,9001,8801,0,9102,,,,,,
-31293,"MGI (Ferro) / Austria East Zone",9001,4805,18043,9807,1,1,8801,0,9102,8802,34,9102,8807,0,9001,8806,0,9001,8805,1,9201,,,,,,
-31294,"MGI / M28",9001,4312,18044,9807,1,1,8805,1,9201,8807,0,9001,8806,150000,9001,8802,10.2,9110,8801,0,9110,,,,,,
-31295,"MGI / M31",9001,4312,18045,9807,1,1,8801,0,9110,8806,450000,9001,8805,1,9201,8807,0,9001,8802,13.2,9110,,,,,,
-31296,"MGI / M34",9001,4312,18046,9807,1,1,8801,0,9110,8802,16.2,9110,8806,750000,9001,8805,1,9201,8807,0,9001,,,,,,
-31297,"MGI / Austria Lambert",9001,4312,19947,9802,1,1,8827,400000,9001,8821,47.3,9110,8824,46,9110,8826,400000,9001,8823,49,9110,8822,13.2,9110,,,
-31300,"Belge 1972 / Belge Lambert 72",9001,4313,19902,9803,1,0,8826,150000.01256,9001,8827,5400088.4378,9001,8823,49.5,9110,8821,90,9110,8822,4.2124983,9110,8824,51.1,9110,,,
-31370,"Belge 1972 / Belgian Lambert 72",9001,4313,19961,9802,1,0,8822,4.2202952,9110,8823,51.100000204,9110,8821,90,9110,8824,49.500000204,9110,8826,150000.013,9001,8827,5400088.438,9001,,,
-31461,"DHDN / 3-degree Gauss zone 1",9001,4314,16261,9807,1,1,8802,3,9102,8801,0,9102,8807,0,9001,8806,1500000,9001,8805,1,9201,,,,,,
-31462,"DHDN / 3-degree Gauss zone 2",9001,4314,16262,9807,1,1,8807,0,9001,8806,2500000,9001,8801,0,9102,8805,1,9201,8802,6,9102,,,,,,
-31463,"DHDN / 3-degree Gauss zone 3",9001,4314,16263,9807,1,1,8805,1,9201,8802,9,9102,8801,0,9102,8806,3500000,9001,8807,0,9001,,,,,,
-31464,"DHDN / 3-degree Gauss zone 4",9001,4314,16264,9807,1,1,8805,1,9201,8802,12,9102,8801,0,9102,8807,0,9001,8806,4500000,9001,,,,,,
-31465,"DHDN / 3-degree Gauss zone 5",9001,4314,16265,9807,1,1,8801,0,9102,8807,0,9001,8802,15,9102,8806,5500000,9001,8805,1,9201,,,,,,
-31466,"DHDN / Gauss-Kruger zone 2",9001,4314,16262,9807,1,0,8807,0,9001,8806,2500000,9001,8801,0,9102,8805,1,9201,8802,6,9102,,,,,,
-31467,"DHDN / Gauss-Kruger zone 3",9001,4314,16263,9807,1,0,8805,1,9201,8802,9,9102,8801,0,9102,8806,3500000,9001,8807,0,9001,,,,,,
-31468,"DHDN / Gauss-Kruger zone 4",9001,4314,16264,9807,1,0,8805,1,9201,8802,12,9102,8801,0,9102,8807,0,9001,8806,4500000,9001,,,,,,
-31469,"DHDN / Gauss-Kruger zone 5",9001,4314,16265,9807,1,0,8801,0,9102,8807,0,9001,8802,15,9102,8806,5500000,9001,8805,1,9201,,,,,,
-31528,"Conakry 1905 / UTM zone 28N",9001,4315,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-31529,"Conakry 1905 / UTM zone 29N",9001,4315,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-31600,"Dealul Piscului 1933/ Stereo 33",9001,4316,19927,9809,1,0,8807,500000,9001,8802,25.23328772,9110,8805,0.9996667,9201,8806,500000,9001,8801,45.54,9110,,,,,,
-31700,"Dealul Piscului 1970/ Stereo 70",9001,4317,19926,9809,1,0,8807,500000,9001,8801,46,9102,8806,500000,9001,8805,0.99975,9201,8802,25,9102,,,,,,
-31838,"NGN / UTM zone 38N",9001,4318,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-31839,"NGN / UTM zone 39N",9001,4318,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-31900,"KUDAMS / KTM",9001,4319,19928,9807,1,1,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8802,48,9102,8807,0,9001,,,,,,
-31901,"KUDAMS / KTM",9001,4319,19997,9807,1,0,8805,1,9201,8801,0,9102,8806,500000,9001,8807,0,9001,8802,48,9102,,,,,,
-31965,"SIRGAS 2000 / UTM zone 11N",9001,4674,16011,9807,1,0,8802,-117,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-31966,"SIRGAS 2000 / UTM zone 12N",9001,4674,16012,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-111,9102,8801,0,9102,8807,0,9001,,,,,,
-31967,"SIRGAS 2000 / UTM zone 13N",9001,4674,16013,9807,1,0,8802,-105,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-31968,"SIRGAS 2000 / UTM zone 14N",9001,4674,16014,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,8807,0,9001,,,,,,
-31969,"SIRGAS 2000 / UTM zone 15N",9001,4674,16015,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-93,9102,,,,,,
-31970,"SIRGAS 2000 / UTM zone 16N",9001,4674,16016,9807,1,0,8805,0.9996,9201,8802,-87,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-31971,"SIRGAS 2000 / UTM zone 17N",9001,4674,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-31972,"SIRGAS 2000 / UTM zone 18N",9001,4674,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-31973,"SIRGAS 2000 / UTM zone 19N",9001,4674,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-31974,"SIRGAS 2000 / UTM zone 20N",9001,4674,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-31975,"SIRGAS 2000 / UTM zone 21N",9001,4674,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-31976,"SIRGAS 2000 / UTM zone 22N",9001,4674,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-31977,"SIRGAS 2000 / UTM zone 17S",9001,4674,16117,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-31978,"SIRGAS 2000 / UTM zone 18S",9001,4674,16118,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,-75,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-31979,"SIRGAS 2000 / UTM zone 19S",9001,4674,16119,9807,1,0,8805,0.9996,9201,8802,-69,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-31980,"SIRGAS 2000 / UTM zone 20S",9001,4674,16120,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-63,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-31981,"SIRGAS 2000 / UTM zone 21S",9001,4674,16121,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-31982,"SIRGAS 2000 / UTM zone 22S",9001,4674,16122,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-51,9102,8801,0,9102,8807,10000000,9001,,,,,,
-31983,"SIRGAS 2000 / UTM zone 23S",9001,4674,16123,9807,1,0,8802,-45,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-31984,"SIRGAS 2000 / UTM zone 24S",9001,4674,16124,9807,1,0,8805,0.9996,9201,8802,-39,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-31985,"SIRGAS 2000 / UTM zone 25S",9001,4674,16125,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-33,9102,,,,,,
-31986,"SIRGAS / UTM zone 17N",9001,4170,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-31987,"SIRGAS / UTM zone 18N",9001,4170,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-31988,"SIRGAS / UTM zone 19N",9001,4170,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-31989,"SIRGAS / UTM zone 20N",9001,4170,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-31990,"SIRGAS / UTM zone 21N",9001,4170,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-31991,"SIRGAS / UTM zone 22N",9001,4170,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-31992,"SIRGAS / UTM zone 17S",9001,4170,16117,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-31993,"SIRGAS / UTM zone 18S",9001,4170,16118,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,-75,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-31994,"SIRGAS / UTM zone 19S",9001,4170,16119,9807,1,0,8805,0.9996,9201,8802,-69,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-31995,"SIRGAS / UTM zone 20S",9001,4170,16120,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-63,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-31996,"SIRGAS / UTM zone 21S",9001,4170,16121,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-31997,"SIRGAS / UTM zone 22S",9001,4170,16122,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-51,9102,8801,0,9102,8807,10000000,9001,,,,,,
-31998,"SIRGAS / UTM zone 23S",9001,4170,16123,9807,1,0,8802,-45,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-31999,"SIRGAS / UTM zone 24S",9001,4170,16124,9807,1,0,8805,0.9996,9201,8802,-39,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32000,"SIRGAS / UTM zone 25S",9001,4170,16125,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-33,9102,,,,,,
-32001,"NAD27 / Montana North",9003,4267,12501,9802,1,0,8821,47,9110,8822,-109.3,9110,8823,48.43,9110,8824,47.51,9110,8826,2000000,9003,8827,0,9003,,,
-32002,"NAD27 / Montana Central",9003,4267,12502,9802,1,0,8821,45.5,9110,8822,-109.3,9110,8823,47.53,9110,8824,46.27,9110,8826,2000000,9003,8827,0,9003,,,
-32003,"NAD27 / Montana South",9003,4267,12503,9802,1,0,8821,44,9110,8822,-109.3,9110,8823,46.24,9110,8824,44.52,9110,8826,2000000,9003,8827,0,9003,,,
-32005,"NAD27 / Nebraska North",9003,4267,12601,9802,1,0,8821,41.2,9110,8822,-100,9110,8823,41.51,9110,8824,42.49,9110,8826,2000000,9003,8827,0,9003,,,
-32006,"NAD27 / Nebraska South",9003,4267,12602,9802,1,0,8821,39.4,9110,8822,-99.3,9110,8823,40.17,9110,8824,41.43,9110,8826,2000000,9003,8827,0,9003,,,
-32007,"NAD27 / Nevada East",9003,4267,12701,9807,1,0,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-32008,"NAD27 / Nevada Central",9003,4267,12702,9807,1,0,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-32009,"NAD27 / Nevada West",9003,4267,12703,9807,1,0,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-32010,"NAD27 / New Hampshire",9003,4267,12800,9807,1,0,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
-32011,"NAD27 / New Jersey",9003,4267,12900,9807,1,0,8801,38.5,9110,8802,-74.4,9110,8805,0.999975,9201,8806,2000000,9003,8807,0,9003,,,,,,
-32012,"NAD27 / New Mexico East",9003,4267,13001,9807,1,0,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,500000,9003,8807,0,9003,,,,,,
-32013,"NAD27 / New Mexico Central",9003,4267,13002,9807,1,0,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
-32014,"NAD27 / New Mexico West",9003,4267,13003,9807,1,0,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,500000,9003,8807,0,9003,,,,,,
-32015,"NAD27 / New York East",9003,4267,13101,9807,1,0,8801,40,9110,8802,-74.2,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
-32016,"NAD27 / New York Central",9003,4267,13102,9807,1,0,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,500000,9003,8807,0,9003,,,,,,
-32017,"NAD27 / New York West",9003,4267,13103,9807,1,0,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,500000,9003,8807,0,9003,,,,,,
-32018,"NAD27 / New York Long Island",9003,4267,13104,9802,1,0,8821,40.3,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,1000000,9003,8827,0,9003,,,
-32019,"NAD27 / North Carolina",9003,4267,13200,9802,1,0,8821,33.45,9110,8822,-79,9110,8823,34.2,9110,8824,36.1,9110,8826,2000000,9003,8827,0,9003,,,
-32020,"NAD27 / North Dakota North",9003,4267,13301,9802,1,0,8821,47,9110,8822,-100.3,9110,8823,47.26,9110,8824,48.44,9110,8826,2000000,9003,8827,0,9003,,,
-32021,"NAD27 / North Dakota South",9003,4267,13302,9802,1,0,8821,45.4,9110,8822,-100.3,9110,8823,46.11,9110,8824,47.29,9110,8826,2000000,9003,8827,0,9003,,,
-32022,"NAD27 / Ohio North",9003,4267,13401,9802,1,0,8821,39.4,9110,8822,-82.3,9110,8823,40.26,9110,8824,41.42,9110,8826,2000000,9003,8827,0,9003,,,
-32023,"NAD27 / Ohio South",9003,4267,13402,9802,1,0,8821,38,9110,8822,-82.3,9110,8823,38.44,9110,8824,40.02,9110,8826,2000000,9003,8827,0,9003,,,
-32024,"NAD27 / Oklahoma North",9003,4267,13501,9802,1,0,8821,35,9110,8822,-98,9110,8823,35.34,9110,8824,36.46,9110,8826,2000000,9003,8827,0,9003,,,
-32025,"NAD27 / Oklahoma South",9003,4267,13502,9802,1,0,8821,33.2,9110,8822,-98,9110,8823,33.56,9110,8824,35.14,9110,8826,2000000,9003,8827,0,9003,,,
-32026,"NAD27 / Oregon North",9003,4267,13601,9802,1,0,8821,43.4,9110,8822,-120.3,9110,8823,44.2,9110,8824,46,9110,8826,2000000,9003,8827,0,9003,,,
-32027,"NAD27 / Oregon South",9003,4267,13602,9802,1,0,8821,41.4,9110,8822,-120.3,9110,8823,42.2,9110,8824,44,9110,8826,2000000,9003,8827,0,9003,,,
-32028,"NAD27 / Pennsylvania North",9003,4267,13701,9802,1,0,8821,40.1,9110,8822,-77.45,9110,8823,40.53,9110,8824,41.57,9110,8826,2000000,9003,8827,0,9003,,,
-32029,"NAD27 / Pennsylvania South",9003,4267,13702,9802,1,0,8821,39.2,9110,8822,-77.45,9110,8823,39.56,9110,8824,40.48,9110,8826,2000000,9003,8827,0,9003,,,
-32030,"NAD27 / Rhode Island",9003,4267,13800,9807,1,0,8801,41.05,9110,8802,-71.3,9110,8805,0.9999938,9201,8806,500000,9003,8807,0,9003,,,,,,
-32031,"NAD27 / South Carolina North",9003,4267,13901,9802,1,0,8821,33,9110,8822,-81,9110,8823,33.46,9110,8824,34.58,9110,8826,2000000,9003,8827,0,9003,,,
-32033,"NAD27 / South Carolina South",9003,4267,13902,9802,1,0,8821,31.5,9110,8822,-81,9110,8823,32.2,9110,8824,33.4,9110,8826,2000000,9003,8827,0,9003,,,
-32034,"NAD27 / South Dakota North",9003,4267,14001,9802,1,0,8821,43.5,9110,8822,-100,9110,8823,44.25,9110,8824,45.41,9110,8826,2000000,9003,8827,0,9003,,,
-32035,"NAD27 / South Dakota South",9003,4267,14002,9802,1,0,8821,42.2,9110,8822,-100.2,9110,8823,42.5,9110,8824,44.24,9110,8826,2000000,9003,8827,0,9003,,,
-32036,"NAD27 / Tennessee",9003,4267,14100,9802,1,1,8821,34.4,9110,8822,-86,9110,8823,35.15,9110,8824,36.25,9110,8826,100000,9003,8827,0,9003,,,
-32037,"NAD27 / Texas North",9003,4267,14201,9802,1,0,8821,34,9110,8822,-101.3,9110,8823,34.39,9110,8824,36.11,9110,8826,2000000,9003,8827,0,9003,,,
-32038,"NAD27 / Texas North Central",9003,4267,14202,9802,1,0,8821,31.4,9110,8822,-97.3,9110,8823,32.08,9110,8824,33.58,9110,8826,2000000,9003,8827,0,9003,,,
-32039,"NAD27 / Texas Central",9003,4267,14203,9802,1,0,8821,29.4,9110,8822,-100.2,9110,8823,30.07,9110,8824,31.53,9110,8826,2000000,9003,8827,0,9003,,,
-32040,"NAD27 / Texas South Central",9003,4267,14204,9802,1,0,8821,27.5,9110,8822,-99,9110,8823,28.23,9110,8824,30.17,9110,8826,2000000,9003,8827,0,9003,,,
-32041,"NAD27 / Texas South",9003,4267,14205,9802,1,0,8821,25.4,9110,8822,-98.3,9110,8823,26.1,9110,8824,27.5,9110,8826,2000000,9003,8827,0,9003,,,
-32042,"NAD27 / Utah North",9003,4267,14301,9802,1,0,8821,40.2,9110,8822,-111.3,9110,8823,40.43,9110,8824,41.47,9110,8826,2000000,9003,8827,0,9003,,,
-32043,"NAD27 / Utah Central",9003,4267,14302,9802,1,0,8821,38.2,9110,8822,-111.3,9110,8823,39.01,9110,8824,40.39,9110,8826,2000000,9003,8827,0,9003,,,
-32044,"NAD27 / Utah South",9003,4267,14303,9802,1,0,8821,36.4,9110,8822,-111.3,9110,8823,37.13,9110,8824,38.21,9110,8826,2000000,9003,8827,0,9003,,,
-32045,"NAD27 / Vermont",9003,4267,14400,9807,1,0,8801,42.3,9110,8802,-72.3,9110,8805,0.999964286,9201,8806,500000,9003,8807,0,9003,,,,,,
-32046,"NAD27 / Virginia North",9003,4267,14501,9802,1,0,8821,37.4,9110,8822,-78.3,9110,8823,38.02,9110,8824,39.12,9110,8826,2000000,9003,8827,0,9003,,,
-32047,"NAD27 / Virginia South",9003,4267,14502,9802,1,0,8821,36.2,9110,8822,-78.3,9110,8823,36.46,9110,8824,37.58,9110,8826,2000000,9003,8827,0,9003,,,
-32048,"NAD27 / Washington North",9003,4267,14601,9802,1,0,8821,47,9110,8822,-120.5,9110,8823,47.3,9110,8824,48.44,9110,8826,2000000,9003,8827,0,9003,,,
-32049,"NAD27 / Washington South",9003,4267,14602,9802,1,0,8821,45.2,9110,8822,-120.3,9110,8823,45.5,9110,8824,47.2,9110,8826,2000000,9003,8827,0,9003,,,
-32050,"NAD27 / West Virginia North",9003,4267,14701,9802,1,0,8821,38.3,9110,8822,-79.3,9110,8823,39,9110,8824,40.15,9110,8826,2000000,9003,8827,0,9003,,,
-32051,"NAD27 / West Virginia South",9003,4267,14702,9802,1,0,8821,37,9110,8822,-81,9110,8823,37.29,9110,8824,38.53,9110,8826,2000000,9003,8827,0,9003,,,
-32052,"NAD27 / Wisconsin North",9003,4267,14801,9802,1,0,8821,45.1,9110,8822,-90,9110,8823,45.34,9110,8824,46.46,9110,8826,2000000,9003,8827,0,9003,,,
-32053,"NAD27 / Wisconsin Central",9003,4267,14802,9802,1,0,8821,43.5,9110,8822,-90,9110,8823,44.15,9110,8824,45.3,9110,8826,2000000,9003,8827,0,9003,,,
-32054,"NAD27 / Wisconsin South",9003,4267,14803,9802,1,0,8821,42,9110,8822,-90,9110,8823,42.44,9110,8824,44.04,9110,8826,2000000,9003,8827,0,9003,,,
-32055,"NAD27 / Wyoming East",9003,4267,14901,9807,1,0,8801,40.4,9110,8802,-105.1,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
-32056,"NAD27 / Wyoming East Central",9003,4267,14902,9807,1,0,8801,40.4,9110,8802,-107.2,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
-32057,"NAD27 / Wyoming West Central",9003,4267,14903,9807,1,0,8801,40.4,9110,8802,-108.45,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
-32058,"NAD27 / Wyoming West",9003,4267,14904,9807,1,0,8801,40.4,9110,8802,-110.05,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
-32061,"NAD27 / Guatemala Norte",9001,4267,18211,9801,1,0,8807,292209.579,9001,8805,0.99992226,9201,8801,16.49,9110,8806,500000,9001,8802,-90.2,9110,,,,,,
-32062,"NAD27 / Guatemala Sur",9001,4267,18212,9801,1,0,8802,-90.2,9110,8801,14.54,9110,8807,325992.681,9001,8805,0.99989906,9201,8806,500000,9001,,,,,,
-32064,"NAD27 / BLM 14N (ftUS)",9003,4267,15914,9807,1,0,8807,0,9003,8806,1640416.67,9003,8805,0.9996,9201,8802,-99,9102,8801,0,9102,,,,,,
-32065,"NAD27 / BLM 15N (ftUS)",9003,4267,15915,9807,1,0,8802,-93,9102,8801,0,9102,8805,0.9996,9201,8807,0,9003,8806,1640416.67,9003,,,,,,
-32066,"NAD27 / BLM 16N (ftUS)",9003,4267,15916,9807,1,0,8802,-87,9102,8801,0,9102,8807,0,9003,8806,1640416.67,9003,8805,0.9996,9201,,,,,,
-32067,"NAD27 / BLM 17N (ftUS)",9003,4267,15917,9807,1,0,8807,0,9003,8806,1640416.67,9003,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-32074,"NAD27 / BLM 14N (feet)",9003,4267,15914,9807,1,1,8807,0,9003,8806,1640416.67,9003,8805,0.9996,9201,8802,-99,9102,8801,0,9102,,,,,,
-32075,"NAD27 / BLM 15N (feet)",9003,4267,15915,9807,1,1,8802,-93,9102,8801,0,9102,8805,0.9996,9201,8807,0,9003,8806,1640416.67,9003,,,,,,
-32076,"NAD27 / BLM 16N (feet)",9003,4267,15916,9807,1,1,8802,-87,9102,8801,0,9102,8807,0,9003,8806,1640416.67,9003,8805,0.9996,9201,,,,,,
-32077,"NAD27 / BLM 17N (feet)",9003,4267,15917,9807,1,1,8807,0,9003,8806,1640416.67,9003,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-32081,"NAD27 / MTM zone 1",9001,4267,17701,9807,1,0,8802,-53,9102,8801,0,9102,8805,0.9999,9201,8807,0,9001,8806,304800,9001,,,,,,
-32082,"NAD27 / MTM zone 2",9001,4267,17702,9807,1,0,8807,0,9001,8801,0,9102,8802,-56,9102,8805,0.9999,9201,8806,304800,9001,,,,,,
-32083,"NAD27 / MTM zone 3",9001,4267,17703,9807,1,0,8807,0,9001,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-58.3,9110,,,,,,
-32084,"NAD27 / MTM zone 4",9001,4267,17704,9807,1,0,8805,0.9999,9201,8802,-61.3,9110,8801,0,9110,8806,304800,9001,8807,0,9001,,,,,,
-32085,"NAD27 / MTM zone 5",9001,4267,17705,9807,1,0,8802,-64.3,9110,8806,304800,9001,8807,0,9001,8801,0,9110,8805,0.9999,9201,,,,,,
-32086,"NAD27 / MTM zone 6",9001,4267,17706,9807,1,0,8801,0,9110,8802,-67.3,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-32098,"NAD27 / Quebec Lambert",9001,4267,19944,9802,1,0,8822,-68.3,9110,8826,0,9001,8821,44,9110,8823,60,9110,8824,46,9110,8827,0,9001,,,
-32099,"NAD27 / Louisiana Offshore",9003,4267,11703,9802,1,0,8821,25.4,9110,8822,-91.2,9110,8823,27.5,9110,8824,26.1,9110,8826,2000000,9003,8827,0,9003,,,
-32100,"NAD83 / Montana",9001,4269,12530,9802,1,0,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,600000,9001,8827,0,9001,,,
-32104,"NAD83 / Nebraska",9001,4269,12630,9802,1,0,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,500000,9001,8827,0,9001,,,
-32107,"NAD83 / Nevada East",9001,4269,12731,9807,1,0,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,200000,9001,8807,8000000,9001,,,,,,
-32108,"NAD83 / Nevada Central",9001,4269,12732,9807,1,0,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,500000,9001,8807,6000000,9001,,,,,,
-32109,"NAD83 / Nevada West",9001,4269,12733,9807,1,0,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,800000,9001,8807,4000000,9001,,,,,,
-32110,"NAD83 / New Hampshire",9001,4269,12830,9807,1,0,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,300000,9001,8807,0,9001,,,,,,
-32111,"NAD83 / New Jersey",9001,4269,12930,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
-32112,"NAD83 / New Mexico East",9001,4269,13031,9807,1,0,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,165000,9001,8807,0,9001,,,,,,
-32113,"NAD83 / New Mexico Central",9001,4269,13032,9807,1,0,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-32114,"NAD83 / New Mexico West",9001,4269,13033,9807,1,0,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,830000,9001,8807,0,9001,,,,,,
-32115,"NAD83 / New York East",9001,4269,13131,9807,1,0,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
-32116,"NAD83 / New York Central",9001,4269,13132,9807,1,0,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,250000,9001,8807,0,9001,,,,,,
-32117,"NAD83 / New York West",9001,4269,13133,9807,1,0,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,350000,9001,8807,0,9001,,,,,,
-32118,"NAD83 / New York Long Island",9001,4269,13134,9802,1,0,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,300000,9001,8827,0,9001,,,
-32119,"NAD83 / North Carolina",9001,4269,13230,9802,1,0,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,609601.22,9001,8827,0,9001,,,
-32120,"NAD83 / North Dakota North",9001,4269,13331,9802,1,0,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,600000,9001,8827,0,9001,,,
-32121,"NAD83 / North Dakota South",9001,4269,13332,9802,1,0,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,600000,9001,8827,0,9001,,,
-32122,"NAD83 / Ohio North",9001,4269,13431,9802,1,0,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,600000,9001,8827,0,9001,,,
-32123,"NAD83 / Ohio South",9001,4269,13432,9802,1,0,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,600000,9001,8827,0,9001,,,
-32124,"NAD83 / Oklahoma North",9001,4269,13531,9802,1,0,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,600000,9001,8827,0,9001,,,
-32125,"NAD83 / Oklahoma South",9001,4269,13532,9802,1,0,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,600000,9001,8827,0,9001,,,
-32126,"NAD83 / Oregon North",9001,4269,13631,9802,1,0,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,2500000,9001,8827,0,9001,,,
-32127,"NAD83 / Oregon South",9001,4269,13632,9802,1,0,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,1500000,9001,8827,0,9001,,,
-32128,"NAD83 / Pennsylvania North",9001,4269,13731,9802,1,0,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,600000,9001,8827,0,9001,,,
-32129,"NAD83 / Pennsylvania South",9001,4269,13732,9802,1,0,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,600000,9001,8827,0,9001,,,
-32130,"NAD83 / Rhode Island",9001,4269,13830,9807,1,0,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,100000,9001,8807,0,9001,,,,,,
-32133,"NAD83 / South Carolina",9001,4269,13930,9802,1,0,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,609600,9001,8827,0,9001,,,
-32134,"NAD83 / South Dakota North",9001,4269,14031,9802,1,0,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,600000,9001,8827,0,9001,,,
-32135,"NAD83 / South Dakota South",9001,4269,14032,9802,1,0,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,600000,9001,8827,0,9001,,,
-32136,"NAD83 / Tennessee",9001,4269,14130,9802,1,0,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,600000,9001,8827,0,9001,,,
-32137,"NAD83 / Texas North",9001,4269,14231,9802,1,0,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,200000,9001,8827,1000000,9001,,,
-32138,"NAD83 / Texas North Central",9001,4269,14232,9802,1,0,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,600000,9001,8827,2000000,9001,,,
-32139,"NAD83 / Texas Central",9001,4269,14233,9802,1,0,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,700000,9001,8827,3000000,9001,,,
-32140,"NAD83 / Texas South Central",9001,4269,14234,9802,1,0,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,600000,9001,8827,4000000,9001,,,
-32141,"NAD83 / Texas South",9001,4269,14235,9802,1,0,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,300000,9001,8827,5000000,9001,,,
-32142,"NAD83 / Utah North",9001,4269,14331,9802,1,0,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,500000,9001,8827,1000000,9001,,,
-32143,"NAD83 / Utah Central",9001,4269,14332,9802,1,0,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,500000,9001,8827,2000000,9001,,,
-32144,"NAD83 / Utah South",9001,4269,14333,9802,1,0,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,500000,9001,8827,3000000,9001,,,
-32145,"NAD83 / Vermont",9001,4269,14430,9807,1,0,8801,42.3,9110,8802,-72.3,9110,8805,0.999964286,9201,8806,500000,9001,8807,0,9001,,,,,,
-32146,"NAD83 / Virginia North",9001,4269,14531,9802,1,0,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,3500000,9001,8827,2000000,9001,,,
-32147,"NAD83 / Virginia South",9001,4269,14532,9802,1,0,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,3500000,9001,8827,1000000,9001,,,
-32148,"NAD83 / Washington North",9001,4269,14631,9802,1,0,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,500000,9001,8827,0,9001,,,
-32149,"NAD83 / Washington South",9001,4269,14632,9802,1,0,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,500000,9001,8827,0,9001,,,
-32150,"NAD83 / West Virginia North",9001,4269,14731,9802,1,0,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,600000,9001,8827,0,9001,,,
-32151,"NAD83 / West Virginia South",9001,4269,14732,9802,1,0,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,600000,9001,8827,0,9001,,,
-32152,"NAD83 / Wisconsin North",9001,4269,14831,9802,1,0,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,600000,9001,8827,0,9001,,,
-32153,"NAD83 / Wisconsin Central",9001,4269,14832,9802,1,0,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,600000,9001,8827,0,9001,,,
-32154,"NAD83 / Wisconsin South",9001,4269,14833,9802,1,0,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,600000,9001,8827,0,9001,,,
-32155,"NAD83 / Wyoming East",9001,4269,14931,9807,1,0,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,200000,9001,8807,0,9001,,,,,,
-32156,"NAD83 / Wyoming East Central",9001,4269,14932,9807,1,0,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,400000,9001,8807,100000,9001,,,,,,
-32157,"NAD83 / Wyoming West Central",9001,4269,14933,9807,1,0,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,600000,9001,8807,0,9001,,,,,,
-32158,"NAD83 / Wyoming West",9001,4269,14934,9807,1,0,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,800000,9001,8807,100000,9001,,,,,,
-32161,"NAD83 / Puerto Rico & Virgin Is.",9001,4269,15230,9802,1,0,8821,17.5,9110,8822,-66.26,9110,8823,18.26,9110,8824,18.02,9110,8826,200000,9001,8827,200000,9001,,,
-32164,"NAD83 / BLM 14N (ftUS)",9003,4269,15914,9807,1,0,8807,0,9003,8806,1640416.67,9003,8805,0.9996,9201,8802,-99,9102,8801,0,9102,,,,,,
-32165,"NAD83 / BLM 15N (ftUS)",9003,4269,15915,9807,1,0,8802,-93,9102,8801,0,9102,8805,0.9996,9201,8807,0,9003,8806,1640416.67,9003,,,,,,
-32166,"NAD83 / BLM 16N (ftUS)",9003,4269,15916,9807,1,0,8802,-87,9102,8801,0,9102,8807,0,9003,8806,1640416.67,9003,8805,0.9996,9201,,,,,,
-32167,"NAD83 / BLM 17N (ftUS)",9003,4269,15917,9807,1,0,8807,0,9003,8806,1640416.67,9003,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-32180,"NAD83 / SCoPQ zone 2",9001,4269,17700,9807,1,0,8806,304800,9001,8805,0.9999,9201,8802,-55.3,9110,8807,0,9001,8801,0,9110,,,,,,
-32181,"NAD83 / MTM zone 1",9001,4269,17701,9807,1,0,8802,-53,9102,8801,0,9102,8805,0.9999,9201,8807,0,9001,8806,304800,9001,,,,,,
-32182,"NAD83 / MTM zone 2",9001,4269,17702,9807,1,0,8807,0,9001,8801,0,9102,8802,-56,9102,8805,0.9999,9201,8806,304800,9001,,,,,,
-32183,"NAD83 / MTM zone 3",9001,4269,17703,9807,1,0,8807,0,9001,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-58.3,9110,,,,,,
-32184,"NAD83 / MTM zone 4",9001,4269,17704,9807,1,0,8805,0.9999,9201,8802,-61.3,9110,8801,0,9110,8806,304800,9001,8807,0,9001,,,,,,
-32185,"NAD83 / MTM zone 5",9001,4269,17705,9807,1,0,8802,-64.3,9110,8806,304800,9001,8807,0,9001,8801,0,9110,8805,0.9999,9201,,,,,,
-32186,"NAD83 / MTM zone 6",9001,4269,17706,9807,1,0,8801,0,9110,8802,-67.3,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-32187,"NAD83 / MTM zone 7",9001,4269,17707,9807,1,0,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-70.3,9110,8807,0,9001,,,,,,
-32188,"NAD83 / MTM zone 8",9001,4269,17708,9807,1,0,8805,0.9999,9201,8802,-73.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,,,,,,
-32189,"NAD83 / MTM zone 9",9001,4269,17709,9807,1,0,8802,-76.3,9110,8805,0.9999,9201,8807,0,9001,8806,304800,9001,8801,0,9110,,,,,,
-32190,"NAD83 / MTM zone 10",9001,4269,17710,9807,1,0,8802,-79.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-32191,"NAD83 / MTM zone 11",9001,4269,17711,9807,1,0,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-82.3,9110,8807,0,9001,,,,,,
-32192,"NAD83 / MTM zone 12",9001,4269,17712,9807,1,0,8805,0.9999,9201,8802,-81,9102,8806,304800,9001,8807,0,9001,8801,0,9102,,,,,,
-32193,"NAD83 / MTM zone 13",9001,4269,17713,9807,1,0,8805,0.9999,9201,8802,-84,9102,8807,0,9001,8806,304800,9001,8801,0,9102,,,,,,
-32194,"NAD83 / MTM zone 14",9001,4269,17714,9807,1,0,8801,0,9102,8802,-87,9102,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-32195,"NAD83 / MTM zone 15",9001,4269,17715,9807,1,0,8807,0,9001,8805,0.9999,9201,8801,0,9102,8802,-90,9102,8806,304800,9001,,,,,,
-32196,"NAD83 / MTM zone 16",9001,4269,17716,9807,1,0,8806,304800,9001,8805,0.9999,9201,8802,-93,9102,8807,0,9001,8801,0,9102,,,,,,
-32197,"NAD83 / MTM zone 17",9001,4269,17717,9807,1,0,8806,304800,9001,8802,-96,9102,8801,0,9102,8805,0.9999,9201,8807,0,9001,,,,,,
-32198,"NAD83 / Quebec Lambert",9001,4269,19944,9802,1,0,8822,-68.3,9110,8826,0,9001,8821,44,9110,8823,60,9110,8824,46,9110,8827,0,9001,,,
-32199,"NAD83 / Louisiana Offshore",9001,4269,11733,9802,1,0,8821,25.3,9110,8822,-91.2,9110,8823,27.5,9110,8824,26.1,9110,8826,1000000,9001,8827,0,9001,,,
-32201,"WGS 72 / UTM zone 1N",9001,4322,16001,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-177,9102,8801,0,9102,,,,,,
-32202,"WGS 72 / UTM zone 2N",9001,4322,16002,9807,1,0,8801,0,9102,8807,0,9001,8802,-171,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32203,"WGS 72 / UTM zone 3N",9001,4322,16003,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-165,9102,8807,0,9001,,,,,,
-32204,"WGS 72 / UTM zone 4N",9001,4322,16004,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-159,9102,8801,0,9102,,,,,,
-32205,"WGS 72 / UTM zone 5N",9001,4322,16005,9807,1,0,8802,-153,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32206,"WGS 72 / UTM zone 6N",9001,4322,16006,9807,1,0,8802,-147,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32207,"WGS 72 / UTM zone 7N",9001,4322,16007,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-141,9102,,,,,,
-32208,"WGS 72 / UTM zone 8N",9001,4322,16008,9807,1,0,8805,0.9996,9201,8802,-135,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32209,"WGS 72 / UTM zone 9N",9001,4322,16009,9807,1,0,8805,0.9996,9201,8802,-129,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32210,"WGS 72 / UTM zone 10N",9001,4322,16010,9807,1,0,8801,0,9102,8807,0,9001,8802,-123,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32211,"WGS 72 / UTM zone 11N",9001,4322,16011,9807,1,0,8802,-117,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-32212,"WGS 72 / UTM zone 12N",9001,4322,16012,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-111,9102,8801,0,9102,8807,0,9001,,,,,,
-32213,"WGS 72 / UTM zone 13N",9001,4322,16013,9807,1,0,8802,-105,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32214,"WGS 72 / UTM zone 14N",9001,4322,16014,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,8807,0,9001,,,,,,
-32215,"WGS 72 / UTM zone 15N",9001,4322,16015,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-93,9102,,,,,,
-32216,"WGS 72 / UTM zone 16N",9001,4322,16016,9807,1,0,8805,0.9996,9201,8802,-87,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32217,"WGS 72 / UTM zone 17N",9001,4322,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-32218,"WGS 72 / UTM zone 18N",9001,4322,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32219,"WGS 72 / UTM zone 19N",9001,4322,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-32220,"WGS 72 / UTM zone 20N",9001,4322,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-32221,"WGS 72 / UTM zone 21N",9001,4322,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-32222,"WGS 72 / UTM zone 22N",9001,4322,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32223,"WGS 72 / UTM zone 23N",9001,4322,16023,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-45,9102,,,,,,
-32224,"WGS 72 / UTM zone 24N",9001,4322,16024,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,-39,9102,8806,500000,9001,8807,0,9001,,,,,,
-32225,"WGS 72 / UTM zone 25N",9001,4322,16025,9807,1,0,8805,0.9996,9201,8802,-33,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32226,"WGS 72 / UTM zone 26N",9001,4322,16026,9807,1,0,8801,0,9102,8807,0,9001,8802,-27,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32227,"WGS 72 / UTM zone 27N",9001,4322,16027,9807,1,0,8805,0.9996,9201,8802,-21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32228,"WGS 72 / UTM zone 28N",9001,4322,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-32229,"WGS 72 / UTM zone 29N",9001,4322,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32230,"WGS 72 / UTM zone 30N",9001,4322,16030,9807,1,0,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32231,"WGS 72 / UTM zone 31N",9001,4322,16031,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,3,9102,,,,,,
-32232,"WGS 72 / UTM zone 32N",9001,4322,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32233,"WGS 72 / UTM zone 33N",9001,4322,16033,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-32234,"WGS 72 / UTM zone 34N",9001,4322,16034,9807,1,0,8801,0,9102,8807,0,9001,8802,21,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32235,"WGS 72 / UTM zone 35N",9001,4322,16035,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-32236,"WGS 72 / UTM zone 36N",9001,4322,16036,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,33,9102,8801,0,9102,,,,,,
-32237,"WGS 72 / UTM zone 37N",9001,4322,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32238,"WGS 72 / UTM zone 38N",9001,4322,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32239,"WGS 72 / UTM zone 39N",9001,4322,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-32240,"WGS 72 / UTM zone 40N",9001,4322,16040,9807,1,0,8802,57,9102,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
-32241,"WGS 72 / UTM zone 41N",9001,4322,16041,9807,1,0,8805,0.9996,9201,8802,63,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32242,"WGS 72 / UTM zone 42N",9001,4322,16042,9807,1,0,8801,0,9102,8807,0,9001,8802,69,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32243,"WGS 72 / UTM zone 43N",9001,4322,16043,9807,1,0,8802,75,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-32244,"WGS 72 / UTM zone 44N",9001,4322,16044,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,81,9102,8801,0,9102,8807,0,9001,,,,,,
-32245,"WGS 72 / UTM zone 45N",9001,4322,16045,9807,1,0,8802,87,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32246,"WGS 72 / UTM zone 46N",9001,4322,16046,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-32247,"WGS 72 / UTM zone 47N",9001,4322,16047,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,99,9102,,,,,,
-32248,"WGS 72 / UTM zone 48N",9001,4322,16048,9807,1,0,8805,0.9996,9201,8802,105,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32249,"WGS 72 / UTM zone 49N",9001,4322,16049,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-32250,"WGS 72 / UTM zone 50N",9001,4322,16050,9807,1,0,8801,0,9102,8807,0,9001,8802,117,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32251,"WGS 72 / UTM zone 51N",9001,4322,16051,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,123,9102,8807,0,9001,,,,,,
-32252,"WGS 72 / UTM zone 52N",9001,4322,16052,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,129,9102,8801,0,9102,,,,,,
-32253,"WGS 72 / UTM zone 53N",9001,4322,16053,9807,1,0,8801,0,9102,8802,135,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32254,"WGS 72 / UTM zone 54N",9001,4322,16054,9807,1,0,8802,141,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32255,"WGS 72 / UTM zone 55N",9001,4322,16055,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,147,9102,,,,,,
-32256,"WGS 72 / UTM zone 56N",9001,4322,16056,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,153,9102,8806,500000,9001,8807,0,9001,,,,,,
-32257,"WGS 72 / UTM zone 57N",9001,4322,16057,9807,1,0,8805,0.9996,9201,8802,159,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32258,"WGS 72 / UTM zone 58N",9001,4322,16058,9807,1,0,8801,0,9102,8807,0,9001,8802,165,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32259,"WGS 72 / UTM zone 59N",9001,4322,16059,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,8807,0,9001,,,,,,
-32260,"WGS 72 / UTM zone 60N",9001,4322,16060,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,177,9102,8801,0,9102,8807,0,9001,,,,,,
-32301,"WGS 72 / UTM zone 1S",9001,4322,16101,9807,1,0,8802,-177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32302,"WGS 72 / UTM zone 2S",9001,4322,16102,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-171,9102,,,,,,
-32303,"WGS 72 / UTM zone 3S",9001,4322,16103,9807,1,0,8806,500000,9001,8807,10000000,9001,8802,-165,9102,8805,0.9996,9201,8801,0,9102,,,,,,
-32304,"WGS 72 / UTM zone 4S",9001,4322,16104,9807,1,0,8805,0.9996,9201,8802,-159,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32305,"WGS 72 / UTM zone 5S",9001,4322,16105,9807,1,0,8801,0,9102,8802,-153,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-32306,"WGS 72 / UTM zone 6S",9001,4322,16106,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-147,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32307,"WGS 72 / UTM zone 7S",9001,4322,16107,9807,1,0,8802,-141,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32308,"WGS 72 / UTM zone 8S",9001,4322,16108,9807,1,0,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,8802,-135,9102,8801,0,9102,,,,,,
-32309,"WGS 72 / UTM zone 9S",9001,4322,16109,9807,1,0,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-129,9102,,,,,,
-32310,"WGS 72 / UTM zone 10S",9001,4322,16110,9807,1,0,8805,0.9996,9201,8802,-123,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32311,"WGS 72 / UTM zone 11S",9001,4322,16111,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-117,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32312,"WGS 72 / UTM zone 12S",9001,4322,16112,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-111,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32313,"WGS 72 / UTM zone 13S",9001,4322,16113,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-105,9102,8807,10000000,9001,,,,,,
-32314,"WGS 72 / UTM zone 14S",9001,4322,16114,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,,,,,,
-32315,"WGS 72 / UTM zone 15S",9001,4322,16115,9807,1,0,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32316,"WGS 72 / UTM zone 16S",9001,4322,16116,9807,1,0,8802,-87,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32317,"WGS 72 / UTM zone 17S",9001,4322,16117,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-32318,"WGS 72 / UTM zone 18S",9001,4322,16118,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,-75,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32319,"WGS 72 / UTM zone 19S",9001,4322,16119,9807,1,0,8805,0.9996,9201,8802,-69,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32320,"WGS 72 / UTM zone 20S",9001,4322,16120,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-63,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32321,"WGS 72 / UTM zone 21S",9001,4322,16121,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32322,"WGS 72 / UTM zone 22S",9001,4322,16122,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-51,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32323,"WGS 72 / UTM zone 23S",9001,4322,16123,9807,1,0,8802,-45,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32324,"WGS 72 / UTM zone 24S",9001,4322,16124,9807,1,0,8805,0.9996,9201,8802,-39,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32325,"WGS 72 / UTM zone 25S",9001,4322,16125,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-33,9102,,,,,,
-32326,"WGS 72 / UTM zone 26S",9001,4322,16126,9807,1,0,8805,0.9996,9201,8802,-27,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32327,"WGS 72 / UTM zone 27S",9001,4322,16127,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-21,9102,8801,0,9102,,,,,,
-32328,"WGS 72 / UTM zone 28S",9001,4322,16128,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-15,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32329,"WGS 72 / UTM zone 29S",9001,4322,16129,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-9,9102,8807,10000000,9001,,,,,,
-32330,"WGS 72 / UTM zone 30S",9001,4322,16130,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-3,9102,8801,0,9102,,,,,,
-32331,"WGS 72 / UTM zone 31S",9001,4322,16131,9807,1,0,8802,3,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32332,"WGS 72 / UTM zone 32S",9001,4322,16132,9807,1,0,8802,9,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32333,"WGS 72 / UTM zone 33S",9001,4322,16133,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,15,9102,,,,,,
-32334,"WGS 72 / UTM zone 34S",9001,4322,16134,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,21,9102,8801,0,9102,,,,,,
-32335,"WGS 72 / UTM zone 35S",9001,4322,16135,9807,1,0,8805,0.9996,9201,8802,27,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32336,"WGS 72 / UTM zone 36S",9001,4322,16136,9807,1,0,8801,0,9102,8807,10000000,9001,8802,33,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32337,"WGS 72 / UTM zone 37S",9001,4322,16137,9807,1,0,8802,39,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-32338,"WGS 72 / UTM zone 38S",9001,4322,16138,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,45,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32339,"WGS 72 / UTM zone 39S",9001,4322,16139,9807,1,0,8802,51,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32340,"WGS 72 / UTM zone 40S",9001,4322,16140,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32341,"WGS 72 / UTM zone 41S",9001,4322,16141,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,63,9102,,,,,,
-32342,"WGS 72 / UTM zone 42S",9001,4322,16142,9807,1,0,8805,0.9996,9201,8802,69,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32343,"WGS 72 / UTM zone 43S",9001,4322,16143,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,75,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32344,"WGS 72 / UTM zone 44S",9001,4322,16144,9807,1,0,8801,0,9102,8807,10000000,9001,8802,81,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32345,"WGS 72 / UTM zone 45S",9001,4322,16145,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,87,9102,8807,10000000,9001,,,,,,
-32346,"WGS 72 / UTM zone 46S",9001,4322,16146,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-32347,"WGS 72 / UTM zone 47S",9001,4322,16147,9807,1,0,8802,99,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32348,"WGS 72 / UTM zone 48S",9001,4322,16148,9807,1,0,8802,105,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32349,"WGS 72 / UTM zone 49S",9001,4322,16149,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,111,9102,,,,,,
-32350,"WGS 72 / UTM zone 50S",9001,4322,16150,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,117,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32351,"WGS 72 / UTM zone 51S",9001,4322,16151,9807,1,0,8805,0.9996,9201,8802,123,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32352,"WGS 72 / UTM zone 52S",9001,4322,16152,9807,1,0,8801,0,9102,8807,10000000,9001,8802,129,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32353,"WGS 72 / UTM zone 53S",9001,4322,16153,9807,1,0,8805,0.9996,9201,8802,135,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32354,"WGS 72 / UTM zone 54S",9001,4322,16154,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,141,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32355,"WGS 72 / UTM zone 55S",9001,4322,16155,9807,1,0,8802,147,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32356,"WGS 72 / UTM zone 56S",9001,4322,16156,9807,1,0,8805,0.9996,9201,8802,153,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32357,"WGS 72 / UTM zone 57S",9001,4322,16157,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,159,9102,,,,,,
-32358,"WGS 72 / UTM zone 58S",9001,4322,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32359,"WGS 72 / UTM zone 59S",9001,4322,16159,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,,,,,,
-32360,"WGS 72 / UTM zone 60S",9001,4322,16160,9807,1,0,8802,177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32401,"WGS 72BE / UTM zone 1N",9001,4324,16001,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-177,9102,8801,0,9102,,,,,,
-32402,"WGS 72BE / UTM zone 2N",9001,4324,16002,9807,1,0,8801,0,9102,8807,0,9001,8802,-171,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32403,"WGS 72BE / UTM zone 3N",9001,4324,16003,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-165,9102,8807,0,9001,,,,,,
-32404,"WGS 72BE / UTM zone 4N",9001,4324,16004,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-159,9102,8801,0,9102,,,,,,
-32405,"WGS 72BE / UTM zone 5N",9001,4324,16005,9807,1,0,8802,-153,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32406,"WGS 72BE / UTM zone 6N",9001,4324,16006,9807,1,0,8802,-147,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32407,"WGS 72BE / UTM zone 7N",9001,4324,16007,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-141,9102,,,,,,
-32408,"WGS 72BE / UTM zone 8N",9001,4324,16008,9807,1,0,8805,0.9996,9201,8802,-135,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32409,"WGS 72BE / UTM zone 9N",9001,4324,16009,9807,1,0,8805,0.9996,9201,8802,-129,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32410,"WGS 72BE / UTM zone 10N",9001,4324,16010,9807,1,0,8801,0,9102,8807,0,9001,8802,-123,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32411,"WGS 72BE / UTM zone 11N",9001,4324,16011,9807,1,0,8802,-117,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-32412,"WGS 72BE / UTM zone 12N",9001,4324,16012,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-111,9102,8801,0,9102,8807,0,9001,,,,,,
-32413,"WGS 72BE / UTM zone 13N",9001,4324,16013,9807,1,0,8802,-105,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32414,"WGS 72BE / UTM zone 14N",9001,4324,16014,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,8807,0,9001,,,,,,
-32415,"WGS 72BE / UTM zone 15N",9001,4324,16015,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-93,9102,,,,,,
-32416,"WGS 72BE / UTM zone 16N",9001,4324,16016,9807,1,0,8805,0.9996,9201,8802,-87,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32417,"WGS 72BE / UTM zone 17N",9001,4324,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-32418,"WGS 72BE / UTM zone 18N",9001,4324,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32419,"WGS 72BE / UTM zone 19N",9001,4324,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-32420,"WGS 72BE / UTM zone 20N",9001,4324,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-32421,"WGS 72BE / UTM zone 21N",9001,4324,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-32422,"WGS 72BE / UTM zone 22N",9001,4324,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32423,"WGS 72BE / UTM zone 23N",9001,4324,16023,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-45,9102,,,,,,
-32424,"WGS 72BE / UTM zone 24N",9001,4324,16024,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,-39,9102,8806,500000,9001,8807,0,9001,,,,,,
-32425,"WGS 72BE / UTM zone 25N",9001,4324,16025,9807,1,0,8805,0.9996,9201,8802,-33,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32426,"WGS 72BE / UTM zone 26N",9001,4324,16026,9807,1,0,8801,0,9102,8807,0,9001,8802,-27,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32427,"WGS 72BE / UTM zone 27N",9001,4324,16027,9807,1,0,8805,0.9996,9201,8802,-21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32428,"WGS 72BE / UTM zone 28N",9001,4324,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-32429,"WGS 72BE / UTM zone 29N",9001,4324,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32430,"WGS 72BE / UTM zone 30N",9001,4324,16030,9807,1,0,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32431,"WGS 72BE / UTM zone 31N",9001,4324,16031,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,3,9102,,,,,,
-32432,"WGS 72BE / UTM zone 32N",9001,4324,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32433,"WGS 72BE / UTM zone 33N",9001,4324,16033,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-32434,"WGS 72BE / UTM zone 34N",9001,4324,16034,9807,1,0,8801,0,9102,8807,0,9001,8802,21,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32435,"WGS 72BE / UTM zone 35N",9001,4324,16035,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-32436,"WGS 72BE / UTM zone 36N",9001,4324,16036,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,33,9102,8801,0,9102,,,,,,
-32437,"WGS 72BE / UTM zone 37N",9001,4324,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32438,"WGS 72BE / UTM zone 38N",9001,4324,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32439,"WGS 72BE / UTM zone 39N",9001,4324,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-32440,"WGS 72BE / UTM zone 40N",9001,4324,16040,9807,1,0,8802,57,9102,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
-32441,"WGS 72BE / UTM zone 41N",9001,4324,16041,9807,1,0,8805,0.9996,9201,8802,63,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32442,"WGS 72BE / UTM zone 42N",9001,4324,16042,9807,1,0,8801,0,9102,8807,0,9001,8802,69,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32443,"WGS 72BE / UTM zone 43N",9001,4324,16043,9807,1,0,8802,75,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-32444,"WGS 72BE / UTM zone 44N",9001,4324,16044,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,81,9102,8801,0,9102,8807,0,9001,,,,,,
-32445,"WGS 72BE / UTM zone 45N",9001,4324,16045,9807,1,0,8802,87,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32446,"WGS 72BE / UTM zone 46N",9001,4324,16046,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-32447,"WGS 72BE / UTM zone 47N",9001,4324,16047,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,99,9102,,,,,,
-32448,"WGS 72BE / UTM zone 48N",9001,4324,16048,9807,1,0,8805,0.9996,9201,8802,105,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32449,"WGS 72BE / UTM zone 49N",9001,4324,16049,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-32450,"WGS 72BE / UTM zone 50N",9001,4324,16050,9807,1,0,8801,0,9102,8807,0,9001,8802,117,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32451,"WGS 72BE / UTM zone 51N",9001,4324,16051,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,123,9102,8807,0,9001,,,,,,
-32452,"WGS 72BE / UTM zone 52N",9001,4324,16052,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,129,9102,8801,0,9102,,,,,,
-32453,"WGS 72BE / UTM zone 53N",9001,4324,16053,9807,1,0,8801,0,9102,8802,135,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32454,"WGS 72BE / UTM zone 54N",9001,4324,16054,9807,1,0,8802,141,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32455,"WGS 72BE / UTM zone 55N",9001,4324,16055,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,147,9102,,,,,,
-32456,"WGS 72BE / UTM zone 56N",9001,4324,16056,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,153,9102,8806,500000,9001,8807,0,9001,,,,,,
-32457,"WGS 72BE / UTM zone 57N",9001,4324,16057,9807,1,0,8805,0.9996,9201,8802,159,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32458,"WGS 72BE / UTM zone 58N",9001,4324,16058,9807,1,0,8801,0,9102,8807,0,9001,8802,165,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32459,"WGS 72BE / UTM zone 59N",9001,4324,16059,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,8807,0,9001,,,,,,
-32460,"WGS 72BE / UTM zone 60N",9001,4324,16060,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,177,9102,8801,0,9102,8807,0,9001,,,,,,
-32501,"WGS 72BE / UTM zone 1S",9001,4324,16101,9807,1,0,8802,-177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32502,"WGS 72BE / UTM zone 2S",9001,4324,16102,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-171,9102,,,,,,
-32503,"WGS 72BE / UTM zone 3S",9001,4324,16103,9807,1,0,8806,500000,9001,8807,10000000,9001,8802,-165,9102,8805,0.9996,9201,8801,0,9102,,,,,,
-32504,"WGS 72BE / UTM zone 4S",9001,4324,16104,9807,1,0,8805,0.9996,9201,8802,-159,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32505,"WGS 72BE / UTM zone 5S",9001,4324,16105,9807,1,0,8801,0,9102,8802,-153,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-32506,"WGS 72BE / UTM zone 6S",9001,4324,16106,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-147,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32507,"WGS 72BE / UTM zone 7S",9001,4324,16107,9807,1,0,8802,-141,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32508,"WGS 72BE / UTM zone 8S",9001,4324,16108,9807,1,0,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,8802,-135,9102,8801,0,9102,,,,,,
-32509,"WGS 72BE / UTM zone 9S",9001,4324,16109,9807,1,0,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-129,9102,,,,,,
-32510,"WGS 72BE / UTM zone 10S",9001,4324,16110,9807,1,0,8805,0.9996,9201,8802,-123,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32511,"WGS 72BE / UTM zone 11S",9001,4324,16111,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-117,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32512,"WGS 72BE / UTM zone 12S",9001,4324,16112,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-111,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32513,"WGS 72BE / UTM zone 13S",9001,4324,16113,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-105,9102,8807,10000000,9001,,,,,,
-32514,"WGS 72BE / UTM zone 14S",9001,4324,16114,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,,,,,,
-32515,"WGS 72BE / UTM zone 15S",9001,4324,16115,9807,1,0,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32516,"WGS 72BE / UTM zone 16S",9001,4324,16116,9807,1,0,8802,-87,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32517,"WGS 72BE / UTM zone 17S",9001,4324,16117,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-32518,"WGS 72BE / UTM zone 18S",9001,4324,16118,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,-75,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32519,"WGS 72BE / UTM zone 19S",9001,4324,16119,9807,1,0,8805,0.9996,9201,8802,-69,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32520,"WGS 72BE / UTM zone 20S",9001,4324,16120,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-63,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32521,"WGS 72BE / UTM zone 21S",9001,4324,16121,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32522,"WGS 72BE / UTM zone 22S",9001,4324,16122,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-51,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32523,"WGS 72BE / UTM zone 23S",9001,4324,16123,9807,1,0,8802,-45,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32524,"WGS 72BE / UTM zone 24S",9001,4324,16124,9807,1,0,8805,0.9996,9201,8802,-39,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32525,"WGS 72BE / UTM zone 25S",9001,4324,16125,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-33,9102,,,,,,
-32526,"WGS 72BE / UTM zone 26S",9001,4324,16126,9807,1,0,8805,0.9996,9201,8802,-27,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32527,"WGS 72BE / UTM zone 27S",9001,4324,16127,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-21,9102,8801,0,9102,,,,,,
-32528,"WGS 72BE / UTM zone 28S",9001,4324,16128,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-15,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32529,"WGS 72BE / UTM zone 29S",9001,4324,16129,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-9,9102,8807,10000000,9001,,,,,,
-32530,"WGS 72BE / UTM zone 30S",9001,4324,16130,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-3,9102,8801,0,9102,,,,,,
-32531,"WGS 72BE / UTM zone 31S",9001,4324,16131,9807,1,0,8802,3,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32532,"WGS 72BE / UTM zone 32S",9001,4324,16132,9807,1,0,8802,9,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32533,"WGS 72BE / UTM zone 33S",9001,4324,16133,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,15,9102,,,,,,
-32534,"WGS 72BE / UTM zone 34S",9001,4324,16134,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,21,9102,8801,0,9102,,,,,,
-32535,"WGS 72BE / UTM zone 35S",9001,4324,16135,9807,1,0,8805,0.9996,9201,8802,27,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32536,"WGS 72BE / UTM zone 36S",9001,4324,16136,9807,1,0,8801,0,9102,8807,10000000,9001,8802,33,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32537,"WGS 72BE / UTM zone 37S",9001,4324,16137,9807,1,0,8802,39,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-32538,"WGS 72BE / UTM zone 38S",9001,4324,16138,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,45,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32539,"WGS 72BE / UTM zone 39S",9001,4324,16139,9807,1,0,8802,51,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32540,"WGS 72BE / UTM zone 40S",9001,4324,16140,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32541,"WGS 72BE / UTM zone 41S",9001,4324,16141,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,63,9102,,,,,,
-32542,"WGS 72BE / UTM zone 42S",9001,4324,16142,9807,1,0,8805,0.9996,9201,8802,69,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32543,"WGS 72BE / UTM zone 43S",9001,4324,16143,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,75,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32544,"WGS 72BE / UTM zone 44S",9001,4324,16144,9807,1,0,8801,0,9102,8807,10000000,9001,8802,81,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32545,"WGS 72BE / UTM zone 45S",9001,4324,16145,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,87,9102,8807,10000000,9001,,,,,,
-32546,"WGS 72BE / UTM zone 46S",9001,4324,16146,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-32547,"WGS 72BE / UTM zone 47S",9001,4324,16147,9807,1,0,8802,99,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32548,"WGS 72BE / UTM zone 48S",9001,4324,16148,9807,1,0,8802,105,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32549,"WGS 72BE / UTM zone 49S",9001,4324,16149,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,111,9102,,,,,,
-32550,"WGS 72BE / UTM zone 50S",9001,4324,16150,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,117,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32551,"WGS 72BE / UTM zone 51S",9001,4324,16151,9807,1,0,8805,0.9996,9201,8802,123,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32552,"WGS 72BE / UTM zone 52S",9001,4324,16152,9807,1,0,8801,0,9102,8807,10000000,9001,8802,129,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32553,"WGS 72BE / UTM zone 53S",9001,4324,16153,9807,1,0,8805,0.9996,9201,8802,135,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32554,"WGS 72BE / UTM zone 54S",9001,4324,16154,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,141,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32555,"WGS 72BE / UTM zone 55S",9001,4324,16155,9807,1,0,8802,147,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32556,"WGS 72BE / UTM zone 56S",9001,4324,16156,9807,1,0,8805,0.9996,9201,8802,153,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32557,"WGS 72BE / UTM zone 57S",9001,4324,16157,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,159,9102,,,,,,
-32558,"WGS 72BE / UTM zone 58S",9001,4324,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32559,"WGS 72BE / UTM zone 59S",9001,4324,16159,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,,,,,,
-32560,"WGS 72BE / UTM zone 60S",9001,4324,16160,9807,1,0,8802,177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32600,"WGS 84 / UTM grid system (northern hemisphere)",9001,4326,16000,9824,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8830,-180,9102,8831,6,9102,,,
-32601,"WGS 84 / UTM zone 1N",9001,4326,16001,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-177,9102,8801,0,9102,,,,,,
-32602,"WGS 84 / UTM zone 2N",9001,4326,16002,9807,1,0,8801,0,9102,8807,0,9001,8802,-171,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32603,"WGS 84 / UTM zone 3N",9001,4326,16003,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-165,9102,8807,0,9001,,,,,,
-32604,"WGS 84 / UTM zone 4N",9001,4326,16004,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-159,9102,8801,0,9102,,,,,,
-32605,"WGS 84 / UTM zone 5N",9001,4326,16005,9807,1,0,8802,-153,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32606,"WGS 84 / UTM zone 6N",9001,4326,16006,9807,1,0,8802,-147,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32607,"WGS 84 / UTM zone 7N",9001,4326,16007,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-141,9102,,,,,,
-32608,"WGS 84 / UTM zone 8N",9001,4326,16008,9807,1,0,8805,0.9996,9201,8802,-135,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32609,"WGS 84 / UTM zone 9N",9001,4326,16009,9807,1,0,8805,0.9996,9201,8802,-129,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32610,"WGS 84 / UTM zone 10N",9001,4326,16010,9807,1,0,8801,0,9102,8807,0,9001,8802,-123,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32611,"WGS 84 / UTM zone 11N",9001,4326,16011,9807,1,0,8802,-117,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-32612,"WGS 84 / UTM zone 12N",9001,4326,16012,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-111,9102,8801,0,9102,8807,0,9001,,,,,,
-32613,"WGS 84 / UTM zone 13N",9001,4326,16013,9807,1,0,8802,-105,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32614,"WGS 84 / UTM zone 14N",9001,4326,16014,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,8807,0,9001,,,,,,
-32615,"WGS 84 / UTM zone 15N",9001,4326,16015,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-93,9102,,,,,,
-32616,"WGS 84 / UTM zone 16N",9001,4326,16016,9807,1,0,8805,0.9996,9201,8802,-87,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32617,"WGS 84 / UTM zone 17N",9001,4326,16017,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-32618,"WGS 84 / UTM zone 18N",9001,4326,16018,9807,1,0,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32619,"WGS 84 / UTM zone 19N",9001,4326,16019,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-32620,"WGS 84 / UTM zone 20N",9001,4326,16020,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-32621,"WGS 84 / UTM zone 21N",9001,4326,16021,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-32622,"WGS 84 / UTM zone 22N",9001,4326,16022,9807,1,0,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32623,"WGS 84 / UTM zone 23N",9001,4326,16023,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-45,9102,,,,,,
-32624,"WGS 84 / UTM zone 24N",9001,4326,16024,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,-39,9102,8806,500000,9001,8807,0,9001,,,,,,
-32625,"WGS 84 / UTM zone 25N",9001,4326,16025,9807,1,0,8805,0.9996,9201,8802,-33,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32626,"WGS 84 / UTM zone 26N",9001,4326,16026,9807,1,0,8801,0,9102,8807,0,9001,8802,-27,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32627,"WGS 84 / UTM zone 27N",9001,4326,16027,9807,1,0,8805,0.9996,9201,8802,-21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32628,"WGS 84 / UTM zone 28N",9001,4326,16028,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-32629,"WGS 84 / UTM zone 29N",9001,4326,16029,9807,1,0,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32630,"WGS 84 / UTM zone 30N",9001,4326,16030,9807,1,0,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32631,"WGS 84 / UTM zone 31N",9001,4326,16031,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,3,9102,,,,,,
-32632,"WGS 84 / UTM zone 32N",9001,4326,16032,9807,1,0,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32633,"WGS 84 / UTM zone 33N",9001,4326,16033,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-32634,"WGS 84 / UTM zone 34N",9001,4326,16034,9807,1,0,8801,0,9102,8807,0,9001,8802,21,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32635,"WGS 84 / UTM zone 35N",9001,4326,16035,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-32636,"WGS 84 / UTM zone 36N",9001,4326,16036,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,33,9102,8801,0,9102,,,,,,
-32637,"WGS 84 / UTM zone 37N",9001,4326,16037,9807,1,0,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32638,"WGS 84 / UTM zone 38N",9001,4326,16038,9807,1,0,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32639,"WGS 84 / UTM zone 39N",9001,4326,16039,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-32640,"WGS 84 / UTM zone 40N",9001,4326,16040,9807,1,0,8802,57,9102,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
-32641,"WGS 84 / UTM zone 41N",9001,4326,16041,9807,1,0,8805,0.9996,9201,8802,63,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32642,"WGS 84 / UTM zone 42N",9001,4326,16042,9807,1,0,8801,0,9102,8807,0,9001,8802,69,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32643,"WGS 84 / UTM zone 43N",9001,4326,16043,9807,1,0,8802,75,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-32644,"WGS 84 / UTM zone 44N",9001,4326,16044,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,81,9102,8801,0,9102,8807,0,9001,,,,,,
-32645,"WGS 84 / UTM zone 45N",9001,4326,16045,9807,1,0,8802,87,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32646,"WGS 84 / UTM zone 46N",9001,4326,16046,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-32647,"WGS 84 / UTM zone 47N",9001,4326,16047,9807,1,0,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,99,9102,,,,,,
-32648,"WGS 84 / UTM zone 48N",9001,4326,16048,9807,1,0,8805,0.9996,9201,8802,105,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-32649,"WGS 84 / UTM zone 49N",9001,4326,16049,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-32650,"WGS 84 / UTM zone 50N",9001,4326,16050,9807,1,0,8801,0,9102,8807,0,9001,8802,117,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32651,"WGS 84 / UTM zone 51N",9001,4326,16051,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,123,9102,8807,0,9001,,,,,,
-32652,"WGS 84 / UTM zone 52N",9001,4326,16052,9807,1,0,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,129,9102,8801,0,9102,,,,,,
-32653,"WGS 84 / UTM zone 53N",9001,4326,16053,9807,1,0,8801,0,9102,8802,135,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-32654,"WGS 84 / UTM zone 54N",9001,4326,16054,9807,1,0,8802,141,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32655,"WGS 84 / UTM zone 55N",9001,4326,16055,9807,1,0,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,147,9102,,,,,,
-32656,"WGS 84 / UTM zone 56N",9001,4326,16056,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,153,9102,8806,500000,9001,8807,0,9001,,,,,,
-32657,"WGS 84 / UTM zone 57N",9001,4326,16057,9807,1,0,8805,0.9996,9201,8802,159,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-32658,"WGS 84 / UTM zone 58N",9001,4326,16058,9807,1,0,8801,0,9102,8807,0,9001,8802,165,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32659,"WGS 84 / UTM zone 59N",9001,4326,16059,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,8807,0,9001,,,,,,
-32660,"WGS 84 / UTM zone 60N",9001,4326,16060,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,177,9102,8801,0,9102,8807,0,9001,,,,,,
-32661,"WGS 84 / UPS North",9001,4326,16061,9810,1,0,8802,0,9102,8801,90,9102,8805,0.994,9201,8807,2000000,9001,8806,2000000,9001,,,,,,
-32662,"WGS 84 / Plate Carree",9001,4326,19968,9823,1,0,8801,0,9102,8802,0,9102,,,,,,,,,,,,,,,
-32664,"WGS 84 / BLM 14N (ftUS)",9003,4326,15914,9807,1,0,8807,0,9003,8806,1640416.67,9003,8805,0.9996,9201,8802,-99,9102,8801,0,9102,,,,,,
-32665,"WGS 84 / BLM 15N (ftUS)",9003,4326,15915,9807,1,0,8802,-93,9102,8801,0,9102,8805,0.9996,9201,8807,0,9003,8806,1640416.67,9003,,,,,,
-32666,"WGS 84 / BLM 16N (ftUS)",9003,4326,15916,9807,1,0,8802,-87,9102,8801,0,9102,8807,0,9003,8806,1640416.67,9003,8805,0.9996,9201,,,,,,
-32667,"WGS 84 / BLM 17N (ftUS)",9003,4326,15917,9807,1,0,8807,0,9003,8806,1640416.67,9003,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-32700,"WGS 84 / UTM grid system (southern hemisphere)",9001,4326,16100,9824,1,0,8831,6,9102,8807,10000000,9001,8830,-180,9102,8805,0.9996,9201,8806,500000,9001,8801,0,9102,,,
-32701,"WGS 84 / UTM zone 1S",9001,4326,16101,9807,1,0,8802,-177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32702,"WGS 84 / UTM zone 2S",9001,4326,16102,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-171,9102,,,,,,
-32703,"WGS 84 / UTM zone 3S",9001,4326,16103,9807,1,0,8806,500000,9001,8807,10000000,9001,8802,-165,9102,8805,0.9996,9201,8801,0,9102,,,,,,
-32704,"WGS 84 / UTM zone 4S",9001,4326,16104,9807,1,0,8805,0.9996,9201,8802,-159,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32705,"WGS 84 / UTM zone 5S",9001,4326,16105,9807,1,0,8801,0,9102,8802,-153,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-32706,"WGS 84 / UTM zone 6S",9001,4326,16106,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-147,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32707,"WGS 84 / UTM zone 7S",9001,4326,16107,9807,1,0,8802,-141,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32708,"WGS 84 / UTM zone 8S",9001,4326,16108,9807,1,0,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,8802,-135,9102,8801,0,9102,,,,,,
-32709,"WGS 84 / UTM zone 9S",9001,4326,16109,9807,1,0,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-129,9102,,,,,,
-32710,"WGS 84 / UTM zone 10S",9001,4326,16110,9807,1,0,8805,0.9996,9201,8802,-123,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32711,"WGS 84 / UTM zone 11S",9001,4326,16111,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-117,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32712,"WGS 84 / UTM zone 12S",9001,4326,16112,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-111,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32713,"WGS 84 / UTM zone 13S",9001,4326,16113,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-105,9102,8807,10000000,9001,,,,,,
-32714,"WGS 84 / UTM zone 14S",9001,4326,16114,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,,,,,,
-32715,"WGS 84 / UTM zone 15S",9001,4326,16115,9807,1,0,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32716,"WGS 84 / UTM zone 16S",9001,4326,16116,9807,1,0,8802,-87,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32717,"WGS 84 / UTM zone 17S",9001,4326,16117,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-32718,"WGS 84 / UTM zone 18S",9001,4326,16118,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,-75,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32719,"WGS 84 / UTM zone 19S",9001,4326,16119,9807,1,0,8805,0.9996,9201,8802,-69,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32720,"WGS 84 / UTM zone 20S",9001,4326,16120,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-63,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32721,"WGS 84 / UTM zone 21S",9001,4326,16121,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32722,"WGS 84 / UTM zone 22S",9001,4326,16122,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,-51,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32723,"WGS 84 / UTM zone 23S",9001,4326,16123,9807,1,0,8802,-45,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32724,"WGS 84 / UTM zone 24S",9001,4326,16124,9807,1,0,8805,0.9996,9201,8802,-39,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32725,"WGS 84 / UTM zone 25S",9001,4326,16125,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-33,9102,,,,,,
-32726,"WGS 84 / UTM zone 26S",9001,4326,16126,9807,1,0,8805,0.9996,9201,8802,-27,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32727,"WGS 84 / UTM zone 27S",9001,4326,16127,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-21,9102,8801,0,9102,,,,,,
-32728,"WGS 84 / UTM zone 28S",9001,4326,16128,9807,1,0,8801,0,9102,8807,10000000,9001,8802,-15,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32729,"WGS 84 / UTM zone 29S",9001,4326,16129,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-9,9102,8807,10000000,9001,,,,,,
-32730,"WGS 84 / UTM zone 30S",9001,4326,16130,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-3,9102,8801,0,9102,,,,,,
-32731,"WGS 84 / UTM zone 31S",9001,4326,16131,9807,1,0,8802,3,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32732,"WGS 84 / UTM zone 32S",9001,4326,16132,9807,1,0,8802,9,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32733,"WGS 84 / UTM zone 33S",9001,4326,16133,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,15,9102,,,,,,
-32734,"WGS 84 / UTM zone 34S",9001,4326,16134,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,21,9102,8801,0,9102,,,,,,
-32735,"WGS 84 / UTM zone 35S",9001,4326,16135,9807,1,0,8805,0.9996,9201,8802,27,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32736,"WGS 84 / UTM zone 36S",9001,4326,16136,9807,1,0,8801,0,9102,8807,10000000,9001,8802,33,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32737,"WGS 84 / UTM zone 37S",9001,4326,16137,9807,1,0,8802,39,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-32738,"WGS 84 / UTM zone 38S",9001,4326,16138,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,45,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32739,"WGS 84 / UTM zone 39S",9001,4326,16139,9807,1,0,8802,51,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32740,"WGS 84 / UTM zone 40S",9001,4326,16140,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32741,"WGS 84 / UTM zone 41S",9001,4326,16141,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,63,9102,,,,,,
-32742,"WGS 84 / UTM zone 42S",9001,4326,16142,9807,1,0,8805,0.9996,9201,8802,69,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32743,"WGS 84 / UTM zone 43S",9001,4326,16143,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,75,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32744,"WGS 84 / UTM zone 44S",9001,4326,16144,9807,1,0,8801,0,9102,8807,10000000,9001,8802,81,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32745,"WGS 84 / UTM zone 45S",9001,4326,16145,9807,1,0,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,87,9102,8807,10000000,9001,,,,,,
-32746,"WGS 84 / UTM zone 46S",9001,4326,16146,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-32747,"WGS 84 / UTM zone 47S",9001,4326,16147,9807,1,0,8802,99,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32748,"WGS 84 / UTM zone 48S",9001,4326,16148,9807,1,0,8802,105,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32749,"WGS 84 / UTM zone 49S",9001,4326,16149,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,111,9102,,,,,,
-32750,"WGS 84 / UTM zone 50S",9001,4326,16150,9807,1,0,8801,0,9102,8805,0.9996,9201,8802,117,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32751,"WGS 84 / UTM zone 51S",9001,4326,16151,9807,1,0,8805,0.9996,9201,8802,123,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32752,"WGS 84 / UTM zone 52S",9001,4326,16152,9807,1,0,8801,0,9102,8807,10000000,9001,8802,129,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-32753,"WGS 84 / UTM zone 53S",9001,4326,16153,9807,1,0,8805,0.9996,9201,8802,135,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32754,"WGS 84 / UTM zone 54S",9001,4326,16154,9807,1,0,8806,500000,9001,8805,0.9996,9201,8802,141,9102,8801,0,9102,8807,10000000,9001,,,,,,
-32755,"WGS 84 / UTM zone 55S",9001,4326,16155,9807,1,0,8802,147,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-32756,"WGS 84 / UTM zone 56S",9001,4326,16156,9807,1,0,8805,0.9996,9201,8802,153,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-32757,"WGS 84 / UTM zone 57S",9001,4326,16157,9807,1,0,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,159,9102,,,,,,
-32758,"WGS 84 / UTM zone 58S",9001,4326,16158,9807,1,0,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-32759,"WGS 84 / UTM zone 59S",9001,4326,16159,9807,1,0,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,,,,,,
-32760,"WGS 84 / UTM zone 60S",9001,4326,16160,9807,1,0,8802,177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-32761,"WGS 84 / UPS South",9001,4326,16161,9810,1,0,8801,-90,9102,8806,2000000,9001,8805,0.994,9201,8802,0,9102,8807,2000000,9001,,,,,,
-32766,"WGS 84 / TM 36 SE",9001,4326,16636,9807,1,0,8806,500000,9001,8802,36,9102,8801,0,9102,8807,10000000,9001,8805,0.9996,9201,,,,,,
+"COORD_REF_SYS_CODE","COORD_REF_SYS_NAME","UOM_CODE","SOURCE_GEOGCRS_CODE","COORD_OP_CODE","COORD_OP_METHOD_CODE","SHOW_CRS","DEPRECATED","COORD_SYS_CODE","PARAMETER_CODE_1","PARAMETER_VALUE_1","PARAMETER_UOM_1","PARAMETER_CODE_2","PARAMETER_VALUE_2","PARAMETER_UOM_2","PARAMETER_CODE_3","PARAMETER_VALUE_3","PARAMETER_UOM_3","PARAMETER_CODE_4","PARAMETER_VALUE_4","PARAMETER_UOM_4","PARAMETER_CODE_5","PARAMETER_VALUE_5","PARAMETER_UOM_5","PARAMETER_CODE_6","PARAMETER_VALUE_6","PARAMETER_UOM_6","PARAMETER_CODE_7","PARAMETER_VALUE_7","PARAMETER_UOM_7"
+2000,"Anguilla 1957 / British West Indies Grid",9001,4600,19942,9807,1,0,4400,8801,0,9102,8802,-62,9102,8805,0.9995,9201,8806,400000,9001,8807,0,9001,,,,,,
+2001,"Antigua 1943 / British West Indies Grid",9001,4601,19942,9807,1,0,4400,8801,0,9102,8802,-62,9102,8805,0.9995,9201,8806,400000,9001,8807,0,9001,,,,,,
+2002,"Dominica 1945 / British West Indies Grid",9001,4602,19942,9807,1,0,4400,8801,0,9102,8802,-62,9102,8805,0.9995,9201,8806,400000,9001,8807,0,9001,,,,,,
+2003,"Grenada 1953 / British West Indies Grid",9001,4603,19942,9807,1,0,4400,8801,0,9102,8802,-62,9102,8805,0.9995,9201,8806,400000,9001,8807,0,9001,,,,,,
+2004,"Montserrat 1958 / British West Indies Grid",9001,4604,19942,9807,1,0,4400,8801,0,9102,8802,-62,9102,8805,0.9995,9201,8806,400000,9001,8807,0,9001,,,,,,
+2005,"St. Kitts 1955 / British West Indies Grid",9001,4605,19942,9807,1,0,4400,8801,0,9102,8802,-62,9102,8805,0.9995,9201,8806,400000,9001,8807,0,9001,,,,,,
+2006,"St. Lucia 1955 / British West Indies Grid",9001,4606,19942,9807,1,0,4400,8801,0,9102,8802,-62,9102,8805,0.9995,9201,8806,400000,9001,8807,0,9001,,,,,,
+2007,"St. Vincent 45 / British West Indies Grid",9001,4607,19942,9807,1,0,4400,8801,0,9102,8802,-62,9102,8805,0.9995,9201,8806,400000,9001,8807,0,9001,,,,,,
+2008,"NAD27(CGQ77) / SCoPQ zone 2",9001,4609,17700,9807,1,0,4499,8801,0,9110,8802,-55.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2009,"NAD27(CGQ77) / SCoPQ zone 3",9001,4609,17703,9807,1,0,4499,8801,0,9110,8802,-58.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2010,"NAD27(CGQ77) / SCoPQ zone 4",9001,4609,17704,9807,1,0,4499,8801,0,9110,8802,-61.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2011,"NAD27(CGQ77) / SCoPQ zone 5",9001,4609,17705,9807,1,0,4499,8801,0,9110,8802,-64.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2012,"NAD27(CGQ77) / SCoPQ zone 6",9001,4609,17706,9807,1,0,4499,8801,0,9110,8802,-67.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2013,"NAD27(CGQ77) / SCoPQ zone 7",9001,4609,17707,9807,1,0,4499,8801,0,9110,8802,-70.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2014,"NAD27(CGQ77) / SCoPQ zone 8",9001,4609,17708,9807,1,0,4499,8801,0,9110,8802,-73.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2015,"NAD27(CGQ77) / SCoPQ zone 9",9001,4609,17709,9807,1,0,4499,8801,0,9110,8802,-76.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2016,"NAD27(CGQ77) / SCoPQ zone 10",9001,4609,17710,9807,1,0,4499,8801,0,9110,8802,-79.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2017,"NAD27(76) / MTM zone 8",9001,4608,17708,9807,1,0,4499,8801,0,9110,8802,-73.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2018,"NAD27(76) / MTM zone 9",9001,4608,17709,9807,1,0,4499,8801,0,9110,8802,-76.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2019,"NAD27(76) / MTM zone 10",9001,4608,17710,9807,1,0,4499,8801,0,9110,8802,-79.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2020,"NAD27(76) / MTM zone 11",9001,4608,17711,9807,1,0,4400,8801,0,9110,8802,-82.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2021,"NAD27(76) / MTM zone 12",9001,4608,17712,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2022,"NAD27(76) / MTM zone 13",9001,4608,17713,9807,1,0,4400,8801,0,9102,8802,-84,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2023,"NAD27(76) / MTM zone 14",9001,4608,17714,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2024,"NAD27(76) / MTM zone 15",9001,4608,17715,9807,1,0,4400,8801,0,9102,8802,-90,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2025,"NAD27(76) / MTM zone 16",9001,4608,17716,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2026,"NAD27(76) / MTM zone 17",9001,4608,17717,9807,1,0,4400,8801,0,9102,8802,-96,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2027,"NAD27(76) / UTM zone 15N",9001,4608,16015,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2028,"NAD27(76) / UTM zone 16N",9001,4608,16016,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2029,"NAD27(76) / UTM zone 17N",9001,4608,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2030,"NAD27(76) / UTM zone 18N",9001,4608,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2031,"NAD27(CGQ77) / UTM zone 17N",9001,4609,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2032,"NAD27(CGQ77) / UTM zone 18N",9001,4609,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2033,"NAD27(CGQ77) / UTM zone 19N",9001,4609,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2034,"NAD27(CGQ77) / UTM zone 20N",9001,4609,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2035,"NAD27(CGQ77) / UTM zone 21N",9001,4609,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2036,"NAD83(CSRS98) / New Brunswick Stereo",9001,4140,19946,9809,1,1,4500,8801,46.3,9110,8802,-66.3,9110,8805,0.999912,9201,8806,2500000,9001,8807,7500000,9001,,,,,,
+2037,"NAD83(CSRS98) / UTM zone 19N",9001,4140,16019,9807,1,1,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2038,"NAD83(CSRS98) / UTM zone 20N",9001,4140,16020,9807,1,1,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2039,"Israel / Israeli TM Grid",9001,4141,18204,9807,1,0,4400,8801,31.4403817,9110,8802,35.1216261,9110,8805,1.0000067,9201,8806,219529.584,9001,8807,626907.39,9001,,,,,,
+2040,"Locodjo 1965 / UTM zone 30N",9001,4142,16030,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2041,"Abidjan 1987 / UTM zone 30N",9001,4143,16030,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2042,"Locodjo 1965 / UTM zone 29N",9001,4142,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2043,"Abidjan 1987 / UTM zone 29N",9001,4143,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2044,"Hanoi 1972 / Gauss-Kruger zone 18",9001,4147,16218,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,18500000,9001,8807,0,9001,,,,,,
+2045,"Hanoi 1972 / Gauss-Kruger zone 19",9001,4147,16219,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,19500000,9001,8807,0,9001,,,,,,
+2046,"Hartebeesthoek94 / Lo15",9001,4148,17515,9808,1,0,6503,8801,0,9102,8802,15,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2047,"Hartebeesthoek94 / Lo17",9001,4148,17517,9808,1,0,6503,8801,0,9102,8802,17,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2048,"Hartebeesthoek94 / Lo19",9001,4148,17519,9808,1,0,6503,8801,0,9102,8802,19,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2049,"Hartebeesthoek94 / Lo21",9001,4148,17521,9808,1,0,6503,8801,0,9102,8802,21,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2050,"Hartebeesthoek94 / Lo23",9001,4148,17523,9808,1,0,6503,8801,0,9102,8802,23,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2051,"Hartebeesthoek94 / Lo25",9001,4148,17525,9808,1,0,6503,8801,0,9102,8802,25,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2052,"Hartebeesthoek94 / Lo27",9001,4148,17527,9808,1,0,6503,8801,0,9102,8802,27,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2053,"Hartebeesthoek94 / Lo29",9001,4148,17529,9808,1,0,6503,8801,0,9102,8802,29,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2054,"Hartebeesthoek94 / Lo31",9001,4148,17531,9808,1,0,6503,8801,0,9102,8802,31,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2055,"Hartebeesthoek94 / Lo33",9001,4148,17533,9808,1,0,6503,8801,0,9102,8802,33,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2056,"CH1903+ / LV95",9001,4150,19950,9815,1,0,4498,8811,46.570866,9110,8812,7.26225,9110,8813,90,9110,8814,90,9110,8815,1,9201,8816,2600000,9001,8817,1200000,9001
+2057,"Rassadiran / Nakhl e Taqi",9001,4153,19951,9815,1,0,4400,8811,27.31077837,9110,8812,52.3612741,9110,8813,0.34179803,9110,8814,0.34179803,9110,8815,0.999895934,9201,8816,658377.437,9001,8817,3044969.194,9001
+2058,"ED50(ED77) / UTM zone 38N",9001,4154,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2059,"ED50(ED77) / UTM zone 39N",9001,4154,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2060,"ED50(ED77) / UTM zone 40N",9001,4154,16040,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2061,"ED50(ED77) / UTM zone 41N",9001,4154,16041,9807,1,0,4400,8801,0,9102,8802,63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2062,"Madrid 1870 (Madrid) / Spain",9001,4903,19921,9801,1,0,4499,8801,40,9102,8802,0,9102,8805,0.9988085293,9201,8806,600000,9001,8807,600000,9001,,,,,,
+2063,"Dabola 1981 / UTM zone 28N",9001,4315,16028,9807,1,1,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2064,"Dabola 1981 / UTM zone 29N",9001,4315,16029,9807,1,1,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2065,"S-JTSK (Ferro) / Krovak",9001,4818,19952,9819,1,0,6501,8806,0,9001,8807,0,9001,8811,49.3,9110,8813,30.1717303,9110,8818,78.3,9110,8819,0.9999,9201,8833,42.3,9110
+2066,"Mount Dillon / Tobago Grid",9039,4157,19924,9806,1,0,4407,8801,11.1507843,9110,8802,-60.4109632,9110,8806,187500,9039,8807,180000,9039,,,,,,,,,
+2067,"Naparima 1955 / UTM zone 20N",9001,4158,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2068,"ELD79 / Libya zone 5",9001,4159,18240,9807,1,0,4499,8801,0,9102,8802,9,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+2069,"ELD79 / Libya zone 6",9001,4159,18241,9807,1,0,4499,8801,0,9102,8802,11,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+2070,"ELD79 / Libya zone 7",9001,4159,18242,9807,1,0,4499,8801,0,9102,8802,13,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+2071,"ELD79 / Libya zone 8",9001,4159,18243,9807,1,0,4499,8801,0,9102,8802,15,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+2072,"ELD79 / Libya zone 9",9001,4159,18244,9807,1,0,4499,8801,0,9102,8802,17,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+2073,"ELD79 / Libya zone 10",9001,4159,18245,9807,1,0,4499,8801,0,9102,8802,19,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+2074,"ELD79 / Libya zone 11",9001,4159,18246,9807,1,0,4499,8801,0,9102,8802,21,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+2075,"ELD79 / Libya zone 12",9001,4159,18247,9807,1,0,4499,8801,0,9102,8802,23,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+2076,"ELD79 / Libya zone 13",9001,4159,18248,9807,1,0,4499,8801,0,9102,8802,25,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+2077,"ELD79 / UTM zone 32N",9001,4159,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2078,"ELD79 / UTM zone 33N",9001,4159,16033,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2079,"ELD79 / UTM zone 34N",9001,4159,16034,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2080,"ELD79 / UTM zone 35N",9001,4159,16035,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2081,"Chos Malal 1914 / Argentina zone 2",9001,4160,18032,9807,1,0,4530,8801,-90,9102,8802,-69,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+2082,"Pampa del Castillo / Argentina zone 2",9001,4161,18032,9807,1,0,4530,8801,-90,9102,8802,-69,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+2083,"Hito XVIII 1963 / Argentina zone 2",9001,4254,18032,9807,1,0,4530,8801,-90,9102,8802,-69,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+2084,"Hito XVIII 1963 / UTM zone 19S",9001,4254,16119,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2085,"NAD27 / Cuba Norte",9001,4267,18061,9801,1,1,4532,8801,22.21,9110,8802,-81,9110,8805,0.99993602,9201,8806,500000,9001,8807,280296.016,9001,,,,,,
+2086,"NAD27 / Cuba Sur",9001,4267,18062,9801,1,1,4532,8801,20.43,9110,8802,-76.5,9110,8805,0.99994848,9201,8806,500000,9001,8807,229126.939,9001,,,,,,
+2087,"ELD79 / TM 12 NE",9001,4159,16412,9807,1,0,4400,8801,0,9102,8802,12,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2088,"Carthage / TM 11 NE",9001,4223,16411,9807,1,0,4400,8801,0,9102,8802,11,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2089,"Yemen NGN96 / UTM zone 38N",9001,4163,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2090,"Yemen NGN96 / UTM zone 39N",9001,4163,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2091,"South Yemen / Gauss Kruger zone 8",9001,4164,16208,9807,1,1,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,8500000,9001,8807,0,9001,,,,,,
+2092,"South Yemen / Gauss Kruger zone 9",9001,4164,16209,9807,1,1,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,9500000,9001,8807,0,9001,,,,,,
+2093,"Hanoi 1972 / GK 106 NE",9001,4147,16586,9807,1,0,4530,8801,0,9102,8802,106,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2094,"WGS 72BE / TM 106 NE",9001,4324,16506,9807,1,0,4400,8801,0,9102,8802,106,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2095,"Bissau / UTM zone 28N",9001,4165,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2096,"Korean 1985 / Korea East Belt",9001,4162,18251,9807,1,0,4530,8801,38,9102,8802,129,9102,8805,1,9201,8806,200000,9001,8807,500000,9001,,,,,,
+2097,"Korean 1985 / Korea Central Belt",9001,4162,18252,9807,1,0,4530,8801,38,9102,8802,127,9102,8805,1,9201,8806,200000,9001,8807,500000,9001,,,,,,
+2098,"Korean 1985 / Korea West Belt",9001,4162,18253,9807,1,0,4530,8801,38,9102,8802,125,9102,8805,1,9201,8806,200000,9001,8807,500000,9001,,,,,,
+2099,"Qatar 1948 / Qatar Grid",9001,4286,19953,9806,1,0,4400,8801,25.22565,9110,8802,50.4541,9110,8806,100000,9001,8807,100000,9001,,,,,,,,,
+2100,"GGRS87 / Greek Grid",9001,4121,19930,9807,1,0,4400,8801,0,9102,8802,24,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2101,"Lake / Maracaibo Grid M1",9001,4249,18260,9801,1,0,4499,8801,10.1,9110,8802,-71.3620224,9110,8805,1,9201,8806,0,9001,8807,-52684.972,9001,,,,,,
+2102,"Lake / Maracaibo Grid",9001,4249,18261,9801,1,0,4499,8801,10.1,9110,8802,-71.3620224,9110,8805,1,9201,8806,200000,9001,8807,147315.028,9001,,,,,,
+2103,"Lake / Maracaibo Grid M3",9001,4249,18262,9801,1,0,4499,8801,10.1,9110,8802,-71.3620224,9110,8805,1,9201,8806,500000,9001,8807,447315.028,9001,,,,,,
+2104,"Lake / Maracaibo La Rosa Grid",9001,4249,18263,9801,1,0,4499,8801,10.1,9110,8802,-71.3620224,9110,8805,1,9201,8806,-17044,9001,8807,-23139.97,9001,,,,,,
+2105,"NZGD2000 / Mount Eden 2000",9001,4167,17931,9807,1,0,4500,8801,-36.5247,9110,8802,174.4551,9110,8805,0.9999,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2106,"NZGD2000 / Bay of Plenty 2000",9001,4167,17932,9807,1,0,4500,8801,-37.454,9110,8802,176.2758,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2107,"NZGD2000 / Poverty Bay 2000",9001,4167,17933,9807,1,0,4500,8801,-38.3728,9110,8802,177.5308,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2108,"NZGD2000 / Hawkes Bay 2000",9001,4167,17934,9807,1,0,4500,8801,-39.3903,9110,8802,176.4025,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2109,"NZGD2000 / Taranaki 2000",9001,4167,17935,9807,1,0,4500,8801,-39.0808,9110,8802,174.134,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2110,"NZGD2000 / Tuhirangi 2000",9001,4167,17936,9807,1,0,4500,8801,-39.3044,9110,8802,175.3824,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2111,"NZGD2000 / Wanganui 2000",9001,4167,17937,9807,1,0,4500,8801,-40.1431,9110,8802,175.2917,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2112,"NZGD2000 / Wairarapa 2000",9001,4167,17938,9807,1,0,4500,8801,-40.5531,9110,8802,175.385,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2113,"NZGD2000 / Wellington 2000",9001,4167,17939,9807,1,0,4500,8801,-41.1804,9110,8802,174.4635,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2114,"NZGD2000 / Collingwood 2000",9001,4167,17940,9807,1,0,4500,8801,-40.4253,9110,8802,172.4019,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2115,"NZGD2000 / Nelson 2000",9001,4167,17941,9807,1,0,4500,8801,-41.1628,9110,8802,173.1757,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2116,"NZGD2000 / Karamea 2000",9001,4167,17942,9807,1,0,4500,8801,-41.1723,9110,8802,172.0632,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2117,"NZGD2000 / Buller 2000",9001,4167,17943,9807,1,0,4500,8801,-41.4838,9110,8802,171.3452,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2118,"NZGD2000 / Grey 2000",9001,4167,17944,9807,1,0,4500,8801,-42.2001,9110,8802,171.3259,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2119,"NZGD2000 / Amuri 2000",9001,4167,17945,9807,1,0,4500,8801,-42.412,9110,8802,173.0036,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2120,"NZGD2000 / Marlborough 2000",9001,4167,17946,9807,1,0,4500,8801,-41.324,9110,8802,173.4807,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2121,"NZGD2000 / Hokitika 2000",9001,4167,17947,9807,1,0,4500,8801,-42.531,9110,8802,170.5847,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2122,"NZGD2000 / Okarito 2000",9001,4167,17948,9807,1,0,4500,8801,-43.0636,9110,8802,170.1539,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2123,"NZGD2000 / Jacksons Bay 2000",9001,4167,17949,9807,1,0,4500,8801,-43.584,9110,8802,168.3622,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2124,"NZGD2000 / Mount Pleasant 2000",9001,4167,17950,9807,1,0,4500,8801,-43.3526,9110,8802,172.4337,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2125,"NZGD2000 / Gawler 2000",9001,4167,17951,9807,1,0,4500,8801,-43.4455,9110,8802,171.2138,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2126,"NZGD2000 / Timaru 2000",9001,4167,17952,9807,1,0,4500,8801,-44.2407,9110,8802,171.0326,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2127,"NZGD2000 / Lindis Peak 2000",9001,4167,17953,9807,1,0,4500,8801,-44.4406,9110,8802,169.2803,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2128,"NZGD2000 / Mount Nicholas 2000",9001,4167,17954,9807,1,0,4500,8801,-45.0758,9110,8802,168.2355,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2129,"NZGD2000 / Mount York 2000",9001,4167,17955,9807,1,0,4500,8801,-45.3349,9110,8802,167.4419,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2130,"NZGD2000 / Observation Point 2000",9001,4167,17956,9807,1,0,4500,8801,-45.4858,9110,8802,170.3742,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2131,"NZGD2000 / North Taieri 2000",9001,4167,17957,9807,1,0,4500,8801,-45.5141,9110,8802,170.1657,9110,8805,0.99996,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2132,"NZGD2000 / Bluff 2000",9001,4167,17958,9807,1,0,4500,8801,-46.36,9110,8802,168.2034,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2133,"NZGD2000 / UTM zone 58S",9001,4167,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2134,"NZGD2000 / UTM zone 59S",9001,4167,16159,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2135,"NZGD2000 / UTM zone 60S",9001,4167,16160,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2136,"Accra / Ghana National Grid",9094,4168,19959,9807,1,0,4404,8801,4.4,9110,8802,-1,9110,8805,0.99975,9201,8806,900000,9094,8807,0,9094,,,,,,
+2137,"Accra / TM 1 NW",9001,4168,17001,9807,1,0,4400,8801,0,9102,8802,-1,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2138,"NAD27(CGQ77) / Quebec Lambert",9001,4609,19944,9802,1,0,4499,8821,44,9110,8822,-68.3,9110,8823,60,9110,8824,46,9110,8826,0,9001,8827,0,9001,,,
+2139,"NAD83(CSRS98) / SCoPQ zone 2",9001,4140,17700,9807,1,1,4499,8801,0,9110,8802,-55.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2140,"NAD83(CSRS98) / MTM zone 3",9001,4140,17703,9807,1,1,4496,8801,0,9110,8802,-58.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2141,"NAD83(CSRS98) / MTM zone 4",9001,4140,17704,9807,1,1,4496,8801,0,9110,8802,-61.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2142,"NAD83(CSRS98) / MTM zone 5",9001,4140,17705,9807,1,1,4496,8801,0,9110,8802,-64.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2143,"NAD83(CSRS98) / MTM zone 6",9001,4140,17706,9807,1,1,4496,8801,0,9110,8802,-67.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2144,"NAD83(CSRS98) / MTM zone 7",9001,4140,17707,9807,1,1,4496,8801,0,9110,8802,-70.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2145,"NAD83(CSRS98) / MTM zone 8",9001,4140,17708,9807,1,1,4496,8801,0,9110,8802,-73.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2146,"NAD83(CSRS98) / MTM zone 9",9001,4140,17709,9807,1,1,4496,8801,0,9110,8802,-76.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2147,"NAD83(CSRS98) / MTM zone 10",9001,4140,17710,9807,1,1,4496,8801,0,9110,8802,-79.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2148,"NAD83(CSRS98) / UTM zone 21N",9001,4140,16021,9807,1,1,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2149,"NAD83(CSRS98) / UTM zone 18N",9001,4140,16018,9807,1,1,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2150,"NAD83(CSRS98) / UTM zone 17N",9001,4140,16017,9807,1,1,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2151,"NAD83(CSRS98) / UTM zone 13N",9001,4140,16013,9807,1,1,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2152,"NAD83(CSRS98) / UTM zone 12N",9001,4140,16012,9807,1,1,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2153,"NAD83(CSRS98) / UTM zone 11N",9001,4140,16011,9807,1,1,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2154,"RGF93 / Lambert-93",9001,4171,18085,9802,1,0,4499,8821,46.3,9110,8822,3,9110,8823,49,9110,8824,44,9110,8826,700000,9001,8827,6600000,9001,,,
+2155,"American Samoa 1962 / American Samoa Lambert",9003,4169,15300,9801,1,1,4497,8801,-14.16,9110,8802,170,9110,8805,1,9201,8806,500000,9003,8807,0,9003,,,,,,
+2156,"NAD83(HARN) / UTM zone 59S",9001,4152,16159,9807,1,1,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2157,"IRENET95 / Irish Transverse Mercator",9001,4173,19962,9807,1,0,4400,8801,53.3,9110,8802,-8,9110,8805,0.99982,9201,8806,600000,9001,8807,750000,9001,,,,,,
+2158,"IRENET95 / UTM zone 29N",9001,4173,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2159,"Sierra Leone 1924 / New Colony Grid",9094,4174,19963,9807,1,0,4404,8801,6.4,9110,8802,-12,9110,8805,1,9201,8806,500000,9094,8807,0,9094,,,,,,
+2160,"Sierra Leone 1924 / New War Office Grid",9094,4174,19964,9807,1,0,4404,8801,6.4,9110,8802,-12,9110,8805,1,9201,8806,800000,9094,8807,600000,9094,,,,,,
+2161,"Sierra Leone 1968 / UTM zone 28N",9001,4175,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2162,"Sierra Leone 1968 / UTM zone 29N",9001,4175,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2163,US National Atlas Equal Area,9001,4052,19965,9821,1,0,4499,8806,0,9001,8807,0,9001,8828,45,9102,8829,-100,9102,,,,,,,,,
+2164,"Locodjo 1965 / TM 5 NW",9001,4142,17005,9807,1,0,4400,8801,0,9102,8802,-5,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2165,"Abidjan 1987 / TM 5 NW",9001,4143,17005,9807,1,0,4400,8801,0,9102,8802,-5,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2166,"Pulkovo 1942(83) / Gauss Kruger zone 3",9001,4178,16263,9807,1,1,4530,8801,0,9102,8802,9,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+2167,"Pulkovo 1942(83) / Gauss Kruger zone 4",9001,4178,16264,9807,1,1,4530,8801,0,9102,8802,12,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+2168,"Pulkovo 1942(83) / Gauss Kruger zone 5",9001,4178,16265,9807,1,1,4530,8801,0,9102,8802,15,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+2169,"Luxembourg 1930 / Gauss",9001,4181,19966,9807,1,0,4530,8801,49.5,9110,8802,6.1,9110,8805,1,9201,8806,80000,9001,8807,100000,9001,,,,,,
+2170,"MGI / Slovenia Grid",9001,4312,19967,9807,1,0,4530,8801,0,9110,8802,15,9110,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+2171,"Pulkovo 1942(58) / Poland zone I",9001,4179,18281,9809,1,1,4530,8801,50.373,9110,8802,21.05,9110,8805,0.9998,9201,8806,4637000,9001,8807,5647000,9001,,,,,,
+2172,"Pulkovo 1942(58) / Poland zone II",9001,4179,18282,9809,1,0,4530,8801,53.0007,9110,8802,21.301,9110,8805,0.9998,9201,8806,4603000,9001,8807,5806000,9001,,,,,,
+2173,"Pulkovo 1942(58) / Poland zone III",9001,4179,18283,9809,1,0,4530,8801,53.35,9110,8802,17.003,9110,8805,0.9998,9201,8806,3501000,9001,8807,5999000,9001,,,,,,
+2174,"Pulkovo 1942(58) / Poland zone IV",9001,4179,18284,9809,1,0,4530,8801,51.4015,9110,8802,16.402,9110,8805,0.9998,9201,8806,3703000,9001,8807,5627000,9001,,,,,,
+2175,"Pulkovo 1942(58) / Poland zone V",9001,4179,18285,9807,1,0,4530,8801,0,9110,8802,18.573,9110,8805,0.999983,9201,8806,237000,9001,8807,-4700000,9001,,,,,,
+2176,"ETRS89 / Poland CS2000 zone 5",9001,4258,18305,9807,1,0,4531,8801,0,9102,8802,15,9102,8805,0.999923,9201,8806,5500000,9001,8807,0,9001,,,,,,
+2177,"ETRS89 / Poland CS2000 zone 6",9001,4258,18306,9807,1,0,4531,8801,0,9102,8802,18,9102,8805,0.999923,9201,8806,6500000,9001,8807,0,9001,,,,,,
+2178,"ETRS89 / Poland CS2000 zone 7",9001,4258,18307,9807,1,0,4531,8801,0,9102,8802,21,9102,8805,0.999923,9201,8806,7500000,9001,8807,0,9001,,,,,,
+2179,"ETRS89 / Poland CS2000 zone 8",9001,4258,18308,9807,1,0,4531,8801,0,9102,8802,24,9102,8805,0.999923,9201,8806,8500000,9001,8807,0,9001,,,,,,
+2180,"ETRS89 / Poland CS92",9001,4258,18300,9807,1,0,4531,8801,0,9102,8802,19,9102,8805,0.9993,9201,8806,500000,9001,8807,-5300000,9001,,,,,,
+2188,"Azores Occidental 1939 / UTM zone 25N",9001,4182,16025,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2189,"Azores Central 1948 / UTM zone 26N",9001,4183,16026,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2190,"Azores Oriental 1940 / UTM zone 26N",9001,4184,16026,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2191,"Madeira 1936 / UTM zone 28N",9001,4185,16028,9807,1,1,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2192,"ED50 / France EuroLambert",9001,4230,18086,9801,1,0,4499,8801,46.48,9110,8802,2.2014025,9110,8805,0.99987742,9201,8806,600000,9001,8807,2200000,9001,,,,,,
+2193,"NZGD2000 / New Zealand Transverse Mercator 2000",9001,4167,19971,9807,1,0,4500,8801,0,9102,8802,173,9102,8805,0.9996,9201,8806,1600000,9001,8807,10000000,9001,,,,,,
+2194,"American Samoa 1962 / American Samoa Lambert",9003,4169,15301,9801,1,1,4497,8801,-14.16,9110,8802,-170,9110,8805,1,9201,8806,500000,9003,8807,0,9003,,,,,,
+2195,"NAD83(HARN) / UTM zone 2S",9001,4152,16102,9807,1,0,4400,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2196,"ETRS89 / Kp2000 Jutland",9001,4258,18401,9807,1,0,4400,8801,0,9110,8802,9.3,9110,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+2197,"ETRS89 / Kp2000 Zealand",9001,4258,18402,9807,1,0,4400,8801,0,9102,8802,12,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+2198,"ETRS89 / Kp2000 Bornholm",9001,4258,18403,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,1,9201,8806,900000,9001,8807,0,9001,,,,,,
+2199,"Albanian 1987 / Gauss Kruger zone 4",9001,4191,16204,9807,1,1,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+2200,"ATS77 / New Brunswick Stereographic (ATS77)",9001,4122,19945,9809,1,0,4500,8801,46.3,9110,8802,-66.3,9110,8805,0.999912,9201,8806,300000,9001,8807,800000,9001,,,,,,
+2201,"REGVEN / UTM zone 18N",9001,4189,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2202,"REGVEN / UTM zone 19N",9001,4189,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2203,"REGVEN / UTM zone 20N",9001,4189,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2204,"NAD27 / Tennessee",9003,4267,15302,9802,1,0,4497,8821,34.4,9110,8822,-86,9110,8823,35.15,9110,8824,36.25,9110,8826,2000000,9003,8827,100000,9003,,,
+2205,"NAD83 / Kentucky North",9001,4269,15303,9802,1,0,4499,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,500000,9001,8827,0,9001,,,
+2206,"ED50 / 3-degree Gauss-Kruger zone 9",9001,4230,16269,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,9500000,9001,8807,0,9001,,,,,,
+2207,"ED50 / 3-degree Gauss-Kruger zone 10",9001,4230,16270,9807,1,0,4530,8801,0,9102,8802,30,9102,8805,1,9201,8806,10500000,9001,8807,0,9001,,,,,,
+2208,"ED50 / 3-degree Gauss-Kruger zone 11",9001,4230,16271,9807,1,0,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,11500000,9001,8807,0,9001,,,,,,
+2209,"ED50 / 3-degree Gauss-Kruger zone 12",9001,4230,16272,9807,1,0,4530,8801,0,9102,8802,36,9102,8805,1,9201,8806,12500000,9001,8807,0,9001,,,,,,
+2210,"ED50 / 3-degree Gauss-Kruger zone 13",9001,4230,16273,9807,1,0,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,13500000,9001,8807,0,9001,,,,,,
+2211,"ED50 / 3-degree Gauss-Kruger zone 14",9001,4230,16274,9807,1,0,4530,8801,0,9102,8802,42,9102,8805,1,9201,8806,14500000,9001,8807,0,9001,,,,,,
+2212,"ED50 / 3-degree Gauss-Kruger zone 15",9001,4230,16275,9807,1,0,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,15500000,9001,8807,0,9001,,,,,,
+2213,"ETRS89 / TM 30 NE",9001,4258,16430,9807,1,0,4400,8801,0,9102,8802,30,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2214,"Douala 1948 / AOF west",9001,4192,18415,9807,1,1,4400,8801,0,9110,8802,10.3,9110,8805,0.999,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+2215,"Manoca 1962 / UTM zone 32N",9001,4193,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2216,"Qornoq 1927 / UTM zone 22N",9001,4194,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2217,"Qornoq 1927 / UTM zone 23N",9001,4194,16023,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2218,"Scoresbysund 1952 / Greenland zone 5 east",9001,4195,18425,9826,1,0,4501,8801,70.3,9110,8802,-24,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2219,"ATS77 / UTM zone 19N",9001,4122,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2220,"ATS77 / UTM zone 20N",9001,4122,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2221,"Scoresbysund 1952 / Greenland zone 6 east",9001,4195,18426,9826,1,0,4501,8801,67.3,9110,8802,-32,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2222,"NAD83 / Arizona East (ft)",9002,4269,15304,9807,1,0,4495,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
+2223,"NAD83 / Arizona Central (ft)",9002,4269,15305,9807,1,0,4495,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
+2224,"NAD83 / Arizona West (ft)",9002,4269,15306,9807,1,0,4495,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,700000,9002,8807,0,9002,,,,,,
+2225,"NAD83 / California zone 1 (ftUS)",9003,4269,15307,9802,1,0,4497,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2226,"NAD83 / California zone 2 (ftUS)",9003,4269,15308,9802,1,0,4497,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2227,"NAD83 / California zone 3 (ftUS)",9003,4269,15309,9802,1,0,4497,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2228,"NAD83 / California zone 4 (ftUS)",9003,4269,15310,9802,1,0,4497,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2229,"NAD83 / California zone 5 (ftUS)",9003,4269,15311,9802,1,0,4497,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2230,"NAD83 / California zone 6 (ftUS)",9003,4269,15312,9802,1,0,4497,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2231,"NAD83 / Colorado North (ftUS)",9003,4269,15313,9802,1,0,4497,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,3000000,9003,8827,1000000,9003,,,
+2232,"NAD83 / Colorado Central (ftUS)",9003,4269,15314,9802,1,0,4497,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,3000000,9003,8827,1000000,9003,,,
+2233,"NAD83 / Colorado South (ftUS)",9003,4269,15315,9802,1,0,4497,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,3000000,9003,8827,1000000,9003,,,
+2234,"NAD83 / Connecticut (ftUS)",9003,4269,15316,9802,1,0,4497,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,1000000,9003,8827,500000,9003,,,
+2235,"NAD83 / Delaware (ftUS)",9003,4269,15317,9807,1,0,4497,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+2236,"NAD83 / Florida East (ftUS)",9003,4269,15318,9807,1,0,4497,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+2237,"NAD83 / Florida West (ftUS)",9003,4269,15319,9807,1,0,4497,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+2238,"NAD83 / Florida North (ftUS)",9003,4269,15320,9802,1,0,4497,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,1968500,9003,8827,0,9003,,,
+2239,"NAD83 / Georgia East (ftUS)",9003,4269,15321,9807,1,0,4497,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+2240,"NAD83 / Georgia West (ftUS)",9003,4269,15322,9807,1,0,4497,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
+2241,"NAD83 / Idaho East (ftUS)",9003,4269,15323,9807,1,0,4497,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+2242,"NAD83 / Idaho Central (ftUS)",9003,4269,15324,9807,1,0,4497,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
+2243,"NAD83 / Idaho West (ftUS)",9003,4269,15325,9807,1,0,4497,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,2624666.667,9003,8807,0,9003,,,,,,
+2244,"NAD83 / Indiana East (ftUS)",9003,4269,15326,9807,1,1,4497,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,328083.333,9003,8807,818125,9003,,,,,,
+2245,"NAD83 / Indiana West (ftUS)",9003,4269,15327,9807,1,1,4497,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,2952750,9003,8807,818125,9003,,,,,,
+2246,"NAD83 / Kentucky North (ftUS)",9003,4269,15328,9802,1,0,4497,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,1640416.667,9003,8827,0,9003,,,
+2247,"NAD83 / Kentucky South (ftUS)",9003,4269,15329,9802,1,0,4497,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,1640416.667,9003,8827,1640416.667,9003,,,
+2248,"NAD83 / Maryland (ftUS)",9003,4269,15330,9802,1,0,4497,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,1312333.333,9003,8827,0,9003,,,
+2249,"NAD83 / Massachusetts Mainland (ftUS)",9003,4269,15331,9802,1,0,4497,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,656166.667,9003,8827,2460625,9003,,,
+2250,"NAD83 / Massachusetts Island (ftUS)",9003,4269,15332,9802,1,0,4497,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,1640416.667,9003,8827,0,9003,,,
+2251,"NAD83 / Michigan North (ft)",9002,4269,15333,9802,1,0,4495,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,26246719.16,9002,8827,0,9002,,,
+2252,"NAD83 / Michigan Central (ft)",9002,4269,15334,9802,1,0,4495,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,19685039.37,9002,8827,0,9002,,,
+2253,"NAD83 / Michigan South (ft)",9002,4269,15335,9802,1,0,4495,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,13123359.58,9002,8827,0,9002,,,
+2254,"NAD83 / Mississippi East (ftUS)",9003,4269,15336,9807,1,0,4497,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,984250,9003,8807,0,9003,,,,,,
+2255,"NAD83 / Mississippi West (ftUS)",9003,4269,15337,9807,1,0,4497,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
+2256,"NAD83 / Montana (ft)",9002,4269,15338,9802,1,0,4495,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,1968503.937,9002,8827,0,9002,,,
+2257,"NAD83 / New Mexico East (ftUS)",9003,4269,15339,9807,1,0,4497,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,541337.5,9003,8807,0,9003,,,,,,
+2258,"NAD83 / New Mexico Central (ftUS)",9003,4269,15340,9807,1,0,4497,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
+2259,"NAD83 / New Mexico West (ftUS)",9003,4269,15341,9807,1,0,4497,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,2723091.667,9003,8807,0,9003,,,,,,
+2260,"NAD83 / New York East (ftUS)",9003,4269,15342,9807,1,0,4497,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
+2261,"NAD83 / New York Central (ftUS)",9003,4269,15343,9807,1,0,4497,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,820208.333,9003,8807,0,9003,,,,,,
+2262,"NAD83 / New York West (ftUS)",9003,4269,15344,9807,1,0,4497,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,1148291.667,9003,8807,0,9003,,,,,,
+2263,"NAD83 / New York Long Island (ftUS)",9003,4269,15345,9802,1,0,4497,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,984250,9003,8827,0,9003,,,
+2264,"NAD83 / North Carolina (ftUS)",9003,4269,15346,9802,1,0,4497,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,2000000,9003,8827,0,9003,,,
+2265,"NAD83 / North Dakota North (ft)",9002,4269,15347,9802,1,0,4495,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,1968503.937,9002,8827,0,9002,,,
+2266,"NAD83 / North Dakota South (ft)",9002,4269,15348,9802,1,0,4495,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,1968503.937,9002,8827,0,9002,,,
+2267,"NAD83 / Oklahoma North (ftUS)",9003,4269,15349,9802,1,0,4497,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,1968500,9003,8827,0,9003,,,
+2268,"NAD83 / Oklahoma South (ftUS)",9003,4269,15350,9802,1,0,4497,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,1968500,9003,8827,0,9003,,,
+2269,"NAD83 / Oregon North (ft)",9002,4269,15351,9802,1,0,4495,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,8202099.738,9002,8827,0,9002,,,
+2270,"NAD83 / Oregon South (ft)",9002,4269,15352,9802,1,0,4495,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,4921259.843,9002,8827,0,9002,,,
+2271,"NAD83 / Pennsylvania North (ftUS)",9003,4269,15353,9802,1,0,4497,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,1968500,9003,8827,0,9003,,,
+2272,"NAD83 / Pennsylvania South (ftUS)",9003,4269,15354,9802,1,0,4497,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,1968500,9003,8827,0,9003,,,
+2273,"NAD83 / South Carolina (ft)",9002,4269,15355,9802,1,0,4495,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,2000000,9002,8827,0,9002,,,
+2274,"NAD83 / Tennessee (ftUS)",9003,4269,15356,9802,1,0,4497,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,1968500,9003,8827,0,9003,,,
+2275,"NAD83 / Texas North (ftUS)",9003,4269,15357,9802,1,0,4497,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,656166.667,9003,8827,3280833.333,9003,,,
+2276,"NAD83 / Texas North Central (ftUS)",9003,4269,15358,9802,1,0,4497,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,1968500,9003,8827,6561666.667,9003,,,
+2277,"NAD83 / Texas Central (ftUS)",9003,4269,15359,9802,1,0,4497,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,2296583.333,9003,8827,9842500,9003,,,
+2278,"NAD83 / Texas South Central (ftUS)",9003,4269,15360,9802,1,0,4497,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,1968500,9003,8827,13123333.333,9003,,,
+2279,"NAD83 / Texas South (ftUS)",9003,4269,15361,9802,1,0,4497,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,984250,9003,8827,16404166.667,9003,,,
+2280,"NAD83 / Utah North (ft)",9002,4269,15362,9802,0,0,4495,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640419.948,9002,8827,3280839.895,9002,,,
+2281,"NAD83 / Utah Central (ft)",9002,4269,15363,9802,0,0,4495,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640419.948,9002,8827,6561679.79,9002,,,
+2282,"NAD83 / Utah South (ft)",9002,4269,15364,9802,0,0,4495,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640419.948,9002,8827,9842519.685,9002,,,
+2283,"NAD83 / Virginia North (ftUS)",9003,4269,15365,9802,1,0,4497,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,11482916.667,9003,8827,6561666.667,9003,,,
+2284,"NAD83 / Virginia South (ftUS)",9003,4269,15366,9802,1,0,4497,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,11482916.667,9003,8827,3280833.333,9003,,,
+2285,"NAD83 / Washington North (ftUS)",9003,4269,15367,9802,1,0,4497,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,1640416.667,9003,8827,0,9003,,,
+2286,"NAD83 / Washington South (ftUS)",9003,4269,15368,9802,1,0,4497,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,1640416.667,9003,8827,0,9003,,,
+2287,"NAD83 / Wisconsin North (ftUS)",9003,4269,15369,9802,1,0,4497,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,1968500,9003,8827,0,9003,,,
+2288,"NAD83 / Wisconsin Central (ftUS)",9003,4269,15370,9802,1,0,4497,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,1968500,9003,8827,0,9003,,,
+2289,"NAD83 / Wisconsin South (ftUS)",9003,4269,15371,9802,1,0,4497,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,1968500,9003,8827,0,9003,,,
+2290,"ATS77 / Prince Edward Isl. Stereographic (ATS77)",9001,4122,19933,9809,1,0,4496,8801,47.15,9110,8802,-63,9110,8805,0.999912,9201,8806,700000,9001,8807,400000,9001,,,,,,
+2291,"NAD83(CSRS98) / Prince Edward Isl. Stereographic (NAD83)",9001,4122,19960,9809,1,1,4496,8801,47.15,9110,8802,-63,9110,8805,0.999912,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2292,"NAD83(CSRS98) / Prince Edward Isl. Stereographic (NAD83)",9001,4140,19960,9809,1,1,4496,8801,47.15,9110,8802,-63,9110,8805,0.999912,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2294,"ATS77 / MTM Nova Scotia zone 4",9001,4122,17794,9807,1,0,4400,8801,0,9110,8802,-61.3,9110,8805,0.9999,9201,8806,4500000,9001,8807,0,9001,,,,,,
+2295,"ATS77 / MTM Nova Scotia zone 5",9001,4122,17795,9807,1,0,4400,8801,0,9110,8802,-64.3,9110,8805,0.9999,9201,8806,5500000,9001,8807,0,9001,,,,,,
+2296,"Ammassalik 1958 / Greenland zone 7 east",9001,4196,18427,9826,1,0,4501,8801,64.3,9110,8802,-40,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2297,"Qornoq 1927 / Greenland zone 1 east",9001,4194,18421,9826,1,1,4501,8801,82.3,9110,8802,-40,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2298,"Qornoq 1927 / Greenland zone 2 east",9001,4194,18422,9826,1,1,4501,8801,79.3,9110,8802,-24,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2299,"Qornoq 1927 / Greenland zone 2 west",9001,4194,18432,9826,1,0,4501,8801,79.3,9110,8802,-64,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2300,"Qornoq 1927 / Greenland zone 3 east",9001,4194,18423,9826,1,1,4501,8801,76.3,9110,8802,-20,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2301,"Qornoq 1927 / Greenland zone 3 west",9001,4194,18433,9826,1,0,4501,8801,76.3,9110,8802,-64,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2302,"Qornoq 1927 / Greenland zone 4 east",9001,4194,18424,9826,1,1,4501,8801,73.3,9110,8802,-24,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2303,"Qornoq 1927 / Greenland zone 4 west",9001,4194,18434,9826,1,0,4501,8801,73.3,9110,8802,-52,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2304,"Qornoq 1927 / Greenland zone 5 west",9001,4194,18435,9826,1,0,4501,8801,70.3,9110,8802,-52,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2305,"Qornoq 1927 / Greenland zone 6 west",9001,4194,18436,9826,1,0,4501,8801,67.3,9110,8802,-52,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2306,"Qornoq 1927 / Greenland zone 7 west",9001,4194,18437,9826,1,0,4501,8801,64.3,9110,8802,-52,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2307,"Qornoq 1927 / Greenland zone 8 east",9001,4194,18428,9826,1,0,4501,8801,61.3,9110,8802,-48,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+2308,"Batavia / TM 109 SE",9001,4211,16709,9807,1,0,4400,8801,0,9102,8802,109,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2309,"WGS 84 / TM 116 SE",9001,4326,16716,9807,1,0,4400,8801,0,9102,8802,116,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2310,"WGS 84 / TM 132 SE",9001,4326,16732,9807,1,0,4400,8801,0,9102,8802,132,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2311,"WGS 84 / TM 6 NE",9001,4326,16406,9807,1,0,4400,8801,0,9102,8802,6,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2312,"Garoua / UTM zone 33N",9001,4197,16033,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2313,"Kousseri / UTM zone 33N",9001,4198,16033,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2314,"Trinidad 1903 / Trinidad Grid (ftCla)",9005,4302,19975,9806,1,0,4403,8801,10.263,9110,8802,-61.2,9110,8806,283800,9005,8807,214500,9005,,,,,,,,,
+2315,"Campo Inchauspe / UTM zone 19S",9001,4221,16119,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2316,"Campo Inchauspe / UTM zone 20S",9001,4221,16120,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2317,"PSAD56 / ICN Regional",9001,4248,19976,9802,1,0,4499,8821,6,9102,8822,-66,9102,8823,9,9102,8824,3,9102,8826,1000000,9001,8827,1000000,9001,,,
+2318,"Ain el Abd / Aramco Lambert",9001,4204,19977,9802,1,0,4400,8821,25.0522236,9110,8822,48,9102,8823,17,9102,8824,33,9102,8826,0,9001,8827,0,9001,,,
+2319,"ED50 / TM27",9001,4230,16305,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2320,"ED50 / TM30",9001,4230,16370,9807,1,0,4530,8801,0,9102,8802,30,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2321,"ED50 / TM33",9001,4230,16306,9807,1,0,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2322,"ED50 / TM36",9001,4230,16372,9807,1,0,4530,8801,0,9102,8802,36,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2323,"ED50 / TM39",9001,4230,16307,9807,1,0,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2324,"ED50 / TM42",9001,4230,16374,9807,1,0,4530,8801,0,9102,8802,42,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2325,"ED50 / TM45",9001,4230,16308,9807,1,0,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2326,Hong Kong 1980 Grid System,9001,4611,19978,9807,1,0,4500,8801,22.184368,9110,8802,114.10428,9110,8805,1,9201,8806,836694.05,9001,8807,819069.8,9001,,,,,,
+2327,"Xian 1980 / Gauss-Kruger zone 13",9001,4610,16213,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,13500000,9001,8807,0,9001,,,,,,
+2328,"Xian 1980 / Gauss-Kruger zone 14",9001,4610,16214,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,14500000,9001,8807,0,9001,,,,,,
+2329,"Xian 1980 / Gauss-Kruger zone 15",9001,4610,16215,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,15500000,9001,8807,0,9001,,,,,,
+2330,"Xian 1980 / Gauss-Kruger zone 16",9001,4610,16216,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,16500000,9001,8807,0,9001,,,,,,
+2331,"Xian 1980 / Gauss-Kruger zone 17",9001,4610,16217,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,17500000,9001,8807,0,9001,,,,,,
+2332,"Xian 1980 / Gauss-Kruger zone 18",9001,4610,16218,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,18500000,9001,8807,0,9001,,,,,,
+2333,"Xian 1980 / Gauss-Kruger zone 19",9001,4610,16219,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,19500000,9001,8807,0,9001,,,,,,
+2334,"Xian 1980 / Gauss-Kruger zone 20",9001,4610,16220,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,20500000,9001,8807,0,9001,,,,,,
+2335,"Xian 1980 / Gauss-Kruger zone 21",9001,4610,16221,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,21500000,9001,8807,0,9001,,,,,,
+2336,"Xian 1980 / Gauss-Kruger zone 22",9001,4610,16222,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,22500000,9001,8807,0,9001,,,,,,
+2337,"Xian 1980 / Gauss-Kruger zone 23",9001,4610,16223,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,23500000,9001,8807,0,9001,,,,,,
+2338,"Xian 1980 / Gauss-Kruger CM 75E",9001,4610,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2339,"Xian 1980 / Gauss-Kruger CM 81E",9001,4610,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2340,"Xian 1980 / Gauss-Kruger CM 87E",9001,4610,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2341,"Xian 1980 / Gauss-Kruger CM 93E",9001,4610,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2342,"Xian 1980 / Gauss-Kruger CM 99E",9001,4610,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2343,"Xian 1980 / Gauss-Kruger CM 105E",9001,4610,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2344,"Xian 1980 / Gauss-Kruger CM 111E",9001,4610,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2345,"Xian 1980 / Gauss-Kruger CM 117E",9001,4610,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2346,"Xian 1980 / Gauss-Kruger CM 123E",9001,4610,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2347,"Xian 1980 / Gauss-Kruger CM 129E",9001,4610,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2348,"Xian 1980 / Gauss-Kruger CM 135E",9001,4610,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2349,"Xian 1980 / 3-degree Gauss-Kruger zone 25",9001,4610,16285,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,25500000,9001,8807,0,9001,,,,,,
+2350,"Xian 1980 / 3-degree Gauss-Kruger zone 26",9001,4610,16286,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,26500000,9001,8807,0,9001,,,,,,
+2351,"Xian 1980 / 3-degree Gauss-Kruger zone 27",9001,4610,16287,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,27500000,9001,8807,0,9001,,,,,,
+2352,"Xian 1980 / 3-degree Gauss-Kruger zone 28",9001,4610,16288,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,28500000,9001,8807,0,9001,,,,,,
+2353,"Xian 1980 / 3-degree Gauss-Kruger zone 29",9001,4610,16289,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,29500000,9001,8807,0,9001,,,,,,
+2354,"Xian 1980 / 3-degree Gauss-Kruger zone 30",9001,4610,16290,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,30500000,9001,8807,0,9001,,,,,,
+2355,"Xian 1980 / 3-degree Gauss-Kruger zone 31",9001,4610,16291,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
+2356,"Xian 1980 / 3-degree Gauss-Kruger zone 32",9001,4610,16292,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,32500000,9001,8807,0,9001,,,,,,
+2357,"Xian 1980 / 3-degree Gauss-Kruger zone 33",9001,4610,16293,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,33500000,9001,8807,0,9001,,,,,,
+2358,"Xian 1980 / 3-degree Gauss-Kruger zone 34",9001,4610,16294,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,34500000,9001,8807,0,9001,,,,,,
+2359,"Xian 1980 / 3-degree Gauss-Kruger zone 35",9001,4610,16295,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
+2360,"Xian 1980 / 3-degree Gauss-Kruger zone 36",9001,4610,16296,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,36500000,9001,8807,0,9001,,,,,,
+2361,"Xian 1980 / 3-degree Gauss-Kruger zone 37",9001,4610,16297,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,37500000,9001,8807,0,9001,,,,,,
+2362,"Xian 1980 / 3-degree Gauss-Kruger zone 38",9001,4610,16298,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,38500000,9001,8807,0,9001,,,,,,
+2363,"Xian 1980 / 3-degree Gauss-Kruger zone 39",9001,4610,16299,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,39500000,9001,8807,0,9001,,,,,,
+2364,"Xian 1980 / 3-degree Gauss-Kruger zone 40",9001,4610,16070,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,40500000,9001,8807,0,9001,,,,,,
+2365,"Xian 1980 / 3-degree Gauss-Kruger zone 41",9001,4610,16071,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,41500000,9001,8807,0,9001,,,,,,
+2366,"Xian 1980 / 3-degree Gauss-Kruger zone 42",9001,4610,16072,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,42500000,9001,8807,0,9001,,,,,,
+2367,"Xian 1980 / 3-degree Gauss-Kruger zone 43",9001,4610,16073,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,43500000,9001,8807,0,9001,,,,,,
+2368,"Xian 1980 / 3-degree Gauss-Kruger zone 44",9001,4610,16074,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,44500000,9001,8807,0,9001,,,,,,
+2369,"Xian 1980 / 3-degree Gauss-Kruger zone 45",9001,4610,16075,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,45500000,9001,8807,0,9001,,,,,,
+2370,"Xian 1980 / 3-degree Gauss-Kruger CM 75E",9001,4610,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2371,"Xian 1980 / 3-degree Gauss-Kruger CM 78E",9001,4610,16386,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2372,"Xian 1980 / 3-degree Gauss-Kruger CM 81E",9001,4610,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2373,"Xian 1980 / 3-degree Gauss-Kruger CM 84E",9001,4610,16388,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2374,"Xian 1980 / 3-degree Gauss-Kruger CM 87E",9001,4610,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2375,"Xian 1980 / 3-degree Gauss-Kruger CM 90E",9001,4610,16390,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2376,"Xian 1980 / 3-degree Gauss-Kruger CM 93E",9001,4610,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2377,"Xian 1980 / 3-degree Gauss-Kruger CM 96E",9001,4610,16392,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2378,"Xian 1980 / 3-degree Gauss-Kruger CM 99E",9001,4610,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2379,"Xian 1980 / 3-degree Gauss-Kruger CM 102E",9001,4610,16394,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2380,"Xian 1980 / 3-degree Gauss-Kruger CM 105E",9001,4610,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2381,"Xian 1980 / 3-degree Gauss-Kruger CM 108E",9001,4610,16396,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2382,"Xian 1980 / 3-degree Gauss-Kruger CM 111E",9001,4610,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2383,"Xian 1980 / 3-degree Gauss-Kruger CM 114E",9001,4610,16398,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2384,"Xian 1980 / 3-degree Gauss-Kruger CM 117E",9001,4610,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2385,"Xian 1980 / 3-degree Gauss-Kruger CM 120E",9001,4610,16170,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2386,"Xian 1980 / 3-degree Gauss-Kruger CM 123E",9001,4610,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2387,"Xian 1980 / 3-degree Gauss-Kruger CM 126E",9001,4610,16172,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2388,"Xian 1980 / 3-degree Gauss-Kruger CM 129E",9001,4610,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2389,"Xian 1980 / 3-degree Gauss-Kruger CM 132E",9001,4610,16174,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2390,"Xian 1980 / 3-degree Gauss-Kruger CM 135E",9001,4610,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2391,"KKJ / Finland zone 1",9001,4123,18191,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+2392,"KKJ / Finland zone 2",9001,4123,18192,9807,1,0,4530,8801,0,9102,8802,24,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+2393,"KKJ / Finland Uniform Coordinate System",9001,4123,18193,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+2394,"KKJ / Finland zone 4",9001,4123,18194,9807,1,0,4530,8801,0,9102,8802,30,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+2395,"South Yemen / Gauss-Kruger zone 8",9001,4164,16208,9807,1,0,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,8500000,9001,8807,0,9001,,,,,,
+2396,"South Yemen / Gauss-Kruger zone 9",9001,4164,16209,9807,1,0,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,9500000,9001,8807,0,9001,,,,,,
+2397,"Pulkovo 1942(83) / Gauss-Kruger zone 3",9001,4178,16263,9807,1,0,4530,8801,0,9102,8802,9,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+2398,"Pulkovo 1942(83) / Gauss-Kruger zone 4",9001,4178,16264,9807,1,0,4530,8801,0,9102,8802,12,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+2399,"Pulkovo 1942(83) / Gauss-Kruger zone 5",9001,4178,16265,9807,1,0,4530,8801,0,9102,8802,15,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+2400,RT90 2.5 gon W,9001,4124,19929,9807,1,1,4530,8801,0,9110,8802,15.48298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+2401,"Beijing 1954 / 3-degree Gauss-Kruger zone 25",9001,4214,16285,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,25500000,9001,8807,0,9001,,,,,,
+2402,"Beijing 1954 / 3-degree Gauss-Kruger zone 26",9001,4214,16286,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,26500000,9001,8807,0,9001,,,,,,
+2403,"Beijing 1954 / 3-degree Gauss-Kruger zone 27",9001,4214,16287,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,27500000,9001,8807,0,9001,,,,,,
+2404,"Beijing 1954 / 3-degree Gauss-Kruger zone 28",9001,4214,16288,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,28500000,9001,8807,0,9001,,,,,,
+2405,"Beijing 1954 / 3-degree Gauss-Kruger zone 29",9001,4214,16289,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,29500000,9001,8807,0,9001,,,,,,
+2406,"Beijing 1954 / 3-degree Gauss-Kruger zone 30",9001,4214,16290,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,30500000,9001,8807,0,9001,,,,,,
+2407,"Beijing 1954 / 3-degree Gauss-Kruger zone 31",9001,4214,16291,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
+2408,"Beijing 1954 / 3-degree Gauss-Kruger zone 32",9001,4214,16292,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,32500000,9001,8807,0,9001,,,,,,
+2409,"Beijing 1954 / 3-degree Gauss-Kruger zone 33",9001,4214,16293,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,33500000,9001,8807,0,9001,,,,,,
+2410,"Beijing 1954 / 3-degree Gauss-Kruger zone 34",9001,4214,16294,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,34500000,9001,8807,0,9001,,,,,,
+2411,"Beijing 1954 / 3-degree Gauss-Kruger zone 35",9001,4214,16295,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
+2412,"Beijing 1954 / 3-degree Gauss-Kruger zone 36",9001,4214,16296,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,36500000,9001,8807,0,9001,,,,,,
+2413,"Beijing 1954 / 3-degree Gauss-Kruger zone 37",9001,4214,16297,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,37500000,9001,8807,0,9001,,,,,,
+2414,"Beijing 1954 / 3-degree Gauss-Kruger zone 38",9001,4214,16298,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,38500000,9001,8807,0,9001,,,,,,
+2415,"Beijing 1954 / 3-degree Gauss-Kruger zone 39",9001,4214,16299,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,39500000,9001,8807,0,9001,,,,,,
+2416,"Beijing 1954 / 3-degree Gauss-Kruger zone 40",9001,4214,16070,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,40500000,9001,8807,0,9001,,,,,,
+2417,"Beijing 1954 / 3-degree Gauss-Kruger zone 41",9001,4214,16071,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,41500000,9001,8807,0,9001,,,,,,
+2418,"Beijing 1954 / 3-degree Gauss-Kruger zone 42",9001,4214,16072,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,42500000,9001,8807,0,9001,,,,,,
+2419,"Beijing 1954 / 3-degree Gauss-Kruger zone 43",9001,4214,16073,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,43500000,9001,8807,0,9001,,,,,,
+2420,"Beijing 1954 / 3-degree Gauss-Kruger zone 44",9001,4214,16074,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,44500000,9001,8807,0,9001,,,,,,
+2421,"Beijing 1954 / 3-degree Gauss-Kruger zone 45",9001,4214,16075,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,45500000,9001,8807,0,9001,,,,,,
+2422,"Beijing 1954 / 3-degree Gauss-Kruger CM 75E",9001,4214,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2423,"Beijing 1954 / 3-degree Gauss-Kruger CM 78E",9001,4214,16386,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2424,"Beijing 1954 / 3-degree Gauss-Kruger CM 81E",9001,4214,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2425,"Beijing 1954 / 3-degree Gauss-Kruger CM 84E",9001,4214,16388,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2426,"Beijing 1954 / 3-degree Gauss-Kruger CM 87E",9001,4214,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2427,"Beijing 1954 / 3-degree Gauss-Kruger CM 90E",9001,4214,16390,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2428,"Beijing 1954 / 3-degree Gauss-Kruger CM 93E",9001,4214,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2429,"Beijing 1954 / 3-degree Gauss-Kruger CM 96E",9001,4214,16392,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2430,"Beijing 1954 / 3-degree Gauss-Kruger CM 99E",9001,4214,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2431,"Beijing 1954 / 3-degree Gauss-Kruger CM 102E",9001,4214,16394,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2432,"Beijing 1954 / 3-degree Gauss-Kruger CM 105E",9001,4214,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2433,"Beijing 1954 / 3-degree Gauss-Kruger CM 108E",9001,4214,16396,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2434,"Beijing 1954 / 3-degree Gauss-Kruger CM 111E",9001,4214,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2435,"Beijing 1954 / 3-degree Gauss-Kruger CM 114E",9001,4214,16398,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2436,"Beijing 1954 / 3-degree Gauss-Kruger CM 117E",9001,4214,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2437,"Beijing 1954 / 3-degree Gauss-Kruger CM 120E",9001,4214,16170,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2438,"Beijing 1954 / 3-degree Gauss-Kruger CM 123E",9001,4214,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2439,"Beijing 1954 / 3-degree Gauss-Kruger CM 126E",9001,4214,16172,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2440,"Beijing 1954 / 3-degree Gauss-Kruger CM 129E",9001,4214,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2441,"Beijing 1954 / 3-degree Gauss-Kruger CM 132E",9001,4214,16174,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2442,"Beijing 1954 / 3-degree Gauss-Kruger CM 135E",9001,4214,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2443,"JGD2000 / Japan Plane Rectangular CS I",9001,4612,17801,9807,1,0,4530,8801,33,9110,8802,129.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2444,"JGD2000 / Japan Plane Rectangular CS II",9001,4612,17802,9807,1,0,4530,8801,33,9110,8802,131,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2445,"JGD2000 / Japan Plane Rectangular CS III",9001,4612,17803,9807,1,0,4530,8801,36,9110,8802,132.1,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2446,"JGD2000 / Japan Plane Rectangular CS IV",9001,4612,17804,9807,1,0,4530,8801,33,9110,8802,133.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2447,"JGD2000 / Japan Plane Rectangular CS V",9001,4612,17805,9807,1,0,4530,8801,36,9110,8802,134.2,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2448,"JGD2000 / Japan Plane Rectangular CS VI",9001,4612,17806,9807,1,0,4530,8801,36,9110,8802,136,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2449,"JGD2000 / Japan Plane Rectangular CS VII",9001,4612,17807,9807,1,0,4530,8801,36,9110,8802,137.1,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2450,"JGD2000 / Japan Plane Rectangular CS VIII",9001,4612,17808,9807,1,0,4530,8801,36,9110,8802,138.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2451,"JGD2000 / Japan Plane Rectangular CS IX",9001,4612,17809,9807,1,0,4530,8801,36,9110,8802,139.5,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2452,"JGD2000 / Japan Plane Rectangular CS X",9001,4612,17810,9807,1,0,4530,8801,40,9110,8802,140.5,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2453,"JGD2000 / Japan Plane Rectangular CS XI",9001,4612,17811,9807,1,0,4530,8801,44,9110,8802,140.15,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2454,"JGD2000 / Japan Plane Rectangular CS XII",9001,4612,17812,9807,1,0,4530,8801,44,9110,8802,142.15,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2455,"JGD2000 / Japan Plane Rectangular CS XIII",9001,4612,17813,9807,1,0,4530,8801,44,9110,8802,144.15,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2456,"JGD2000 / Japan Plane Rectangular CS XIV",9001,4612,17814,9807,1,0,4530,8801,26,9110,8802,142,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2457,"JGD2000 / Japan Plane Rectangular CS XV",9001,4612,17815,9807,1,0,4530,8801,26,9110,8802,127.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2458,"JGD2000 / Japan Plane Rectangular CS XVI",9001,4612,17816,9807,1,0,4530,8801,26,9110,8802,124,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2459,"JGD2000 / Japan Plane Rectangular CS XVII",9001,4612,17817,9807,1,0,4530,8801,26,9110,8802,131,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2460,"JGD2000 / Japan Plane Rectangular CS XVIII",9001,4612,17818,9807,1,0,4530,8801,20,9110,8802,136,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2461,"JGD2000 / Japan Plane Rectangular CS XIX",9001,4612,17819,9807,1,0,4530,8801,26,9110,8802,154,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+2462,"Albanian 1987 / Gauss-Kruger zone 4",9001,4191,16204,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+2463,"Pulkovo 1995 / Gauss-Kruger CM 21E",9001,4200,16304,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2464,"Pulkovo 1995 / Gauss-Kruger CM 27E",9001,4200,16305,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2465,"Pulkovo 1995 / Gauss-Kruger CM 33E",9001,4200,16306,9807,1,0,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2466,"Pulkovo 1995 / Gauss-Kruger CM 39E",9001,4200,16307,9807,1,0,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2467,"Pulkovo 1995 / Gauss-Kruger CM 45E",9001,4200,16308,9807,1,0,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2468,"Pulkovo 1995 / Gauss-Kruger CM 51E",9001,4200,16309,9807,1,0,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2469,"Pulkovo 1995 / Gauss-Kruger CM 57E",9001,4200,16310,9807,1,0,4530,8801,0,9102,8802,57,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2470,"Pulkovo 1995 / Gauss-Kruger CM 63E",9001,4200,16311,9807,1,0,4530,8801,0,9102,8802,63,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2471,"Pulkovo 1995 / Gauss-Kruger CM 69E",9001,4200,16312,9807,1,0,4530,8801,0,9102,8802,69,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2472,"Pulkovo 1995 / Gauss-Kruger CM 75E",9001,4200,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2473,"Pulkovo 1995 / Gauss-Kruger CM 81E",9001,4200,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2474,"Pulkovo 1995 / Gauss-Kruger CM 87E",9001,4200,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2475,"Pulkovo 1995 / Gauss-Kruger CM 93E",9001,4200,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2476,"Pulkovo 1995 / Gauss-Kruger CM 99E",9001,4200,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2477,"Pulkovo 1995 / Gauss-Kruger CM 105E",9001,4200,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2478,"Pulkovo 1995 / Gauss-Kruger CM 111E",9001,4200,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2479,"Pulkovo 1995 / Gauss-Kruger CM 117E",9001,4200,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2480,"Pulkovo 1995 / Gauss-Kruger CM 123E",9001,4200,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2481,"Pulkovo 1995 / Gauss-Kruger CM 129E",9001,4200,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2482,"Pulkovo 1995 / Gauss-Kruger CM 135E",9001,4200,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2483,"Pulkovo 1995 / Gauss-Kruger CM 141E",9001,4200,16324,9807,1,0,4530,8801,0,9102,8802,141,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2484,"Pulkovo 1995 / Gauss-Kruger CM 147E",9001,4200,16325,9807,1,0,4530,8801,0,9102,8802,147,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2485,"Pulkovo 1995 / Gauss-Kruger CM 153E",9001,4200,16326,9807,1,0,4530,8801,0,9102,8802,153,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2486,"Pulkovo 1995 / Gauss-Kruger CM 159E",9001,4200,16327,9807,1,0,4530,8801,0,9102,8802,159,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2487,"Pulkovo 1995 / Gauss-Kruger CM 165E",9001,4200,16328,9807,1,0,4530,8801,0,9102,8802,165,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2488,"Pulkovo 1995 / Gauss-Kruger CM 171E",9001,4200,16329,9807,1,0,4530,8801,0,9102,8802,171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2489,"Pulkovo 1995 / Gauss-Kruger CM 177E",9001,4200,16330,9807,1,0,4530,8801,0,9102,8802,177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2490,"Pulkovo 1995 / Gauss-Kruger CM 177W",9001,4200,16331,9807,1,0,4530,8801,0,9102,8802,-177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2491,"Pulkovo 1995 / Gauss-Kruger CM 171W",9001,4200,16332,9807,1,0,4530,8801,0,9102,8802,-171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2492,"Pulkovo 1942 / Gauss-Kruger CM 9E",9001,4284,16302,9807,1,0,4530,8801,0,9102,8802,9,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2493,"Pulkovo 1942 / Gauss-Kruger CM 15E",9001,4284,16303,9807,1,0,4530,8801,0,9102,8802,15,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2494,"Pulkovo 1942 / Gauss-Kruger CM 21E",9001,4284,16304,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2495,"Pulkovo 1942 / Gauss-Kruger CM 27E",9001,4284,16305,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2496,"Pulkovo 1942 / Gauss-Kruger CM 33E",9001,4284,16306,9807,1,0,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2497,"Pulkovo 1942 / Gauss-Kruger CM 39E",9001,4284,16307,9807,1,0,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2498,"Pulkovo 1942 / Gauss-Kruger CM 45E",9001,4284,16308,9807,1,0,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2499,"Pulkovo 1942 / Gauss-Kruger CM 51E",9001,4284,16309,9807,1,0,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2500,"Pulkovo 1942 / Gauss-Kruger CM 57E",9001,4284,16310,9807,1,0,4530,8801,0,9102,8802,57,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2501,"Pulkovo 1942 / Gauss-Kruger CM 63E",9001,4284,16311,9807,1,0,4530,8801,0,9102,8802,63,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2502,"Pulkovo 1942 / Gauss-Kruger CM 69E",9001,4284,16312,9807,1,0,4530,8801,0,9102,8802,69,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2503,"Pulkovo 1942 / Gauss-Kruger CM 75E",9001,4284,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2504,"Pulkovo 1942 / Gauss-Kruger CM 81E",9001,4284,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2505,"Pulkovo 1942 / Gauss-Kruger CM 87E",9001,4284,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2506,"Pulkovo 1942 / Gauss-Kruger CM 93E",9001,4284,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2507,"Pulkovo 1942 / Gauss-Kruger CM 99E",9001,4284,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2508,"Pulkovo 1942 / Gauss-Kruger CM 105E",9001,4284,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2509,"Pulkovo 1942 / Gauss-Kruger CM 111E",9001,4284,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2510,"Pulkovo 1942 / Gauss-Kruger CM 117E",9001,4284,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2511,"Pulkovo 1942 / Gauss-Kruger CM 123E",9001,4284,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2512,"Pulkovo 1942 / Gauss-Kruger CM 129E",9001,4284,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2513,"Pulkovo 1942 / Gauss-Kruger CM 135E",9001,4284,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2514,"Pulkovo 1942 / Gauss-Kruger CM 141E",9001,4284,16324,9807,1,0,4530,8801,0,9102,8802,141,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2515,"Pulkovo 1942 / Gauss-Kruger CM 147E",9001,4284,16325,9807,1,0,4530,8801,0,9102,8802,147,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2516,"Pulkovo 1942 / Gauss-Kruger CM 153E",9001,4284,16326,9807,1,0,4530,8801,0,9102,8802,153,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2517,"Pulkovo 1942 / Gauss-Kruger CM 159E",9001,4284,16327,9807,1,0,4530,8801,0,9102,8802,159,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2518,"Pulkovo 1942 / Gauss-Kruger CM 165E",9001,4284,16328,9807,1,0,4530,8801,0,9102,8802,165,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2519,"Pulkovo 1942 / Gauss-Kruger CM 171E",9001,4284,16329,9807,1,0,4530,8801,0,9102,8802,171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2520,"Pulkovo 1942 / Gauss-Kruger CM 177E",9001,4284,16330,9807,1,0,4530,8801,0,9102,8802,177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2521,"Pulkovo 1942 / Gauss-Kruger CM 177W",9001,4284,16331,9807,1,0,4530,8801,0,9102,8802,-177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2522,"Pulkovo 1942 / Gauss-Kruger CM 171W",9001,4284,16332,9807,1,0,4530,8801,0,9102,8802,-171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2523,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 7",9001,4284,16267,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+2524,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 8",9001,4284,16268,9807,1,0,4530,8801,0,9102,8802,24,9102,8805,1,9201,8806,8500000,9001,8807,0,9001,,,,,,
+2525,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 9",9001,4284,16269,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,9500000,9001,8807,0,9001,,,,,,
+2526,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 10",9001,4284,16270,9807,1,0,4530,8801,0,9102,8802,30,9102,8805,1,9201,8806,10500000,9001,8807,0,9001,,,,,,
+2527,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 11",9001,4284,16271,9807,1,0,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,11500000,9001,8807,0,9001,,,,,,
+2528,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 12",9001,4284,16272,9807,1,0,4530,8801,0,9102,8802,36,9102,8805,1,9201,8806,12500000,9001,8807,0,9001,,,,,,
+2529,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 13",9001,4284,16273,9807,1,0,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,13500000,9001,8807,0,9001,,,,,,
+2530,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 14",9001,4284,16274,9807,1,0,4530,8801,0,9102,8802,42,9102,8805,1,9201,8806,14500000,9001,8807,0,9001,,,,,,
+2531,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 15",9001,4284,16275,9807,1,0,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,15500000,9001,8807,0,9001,,,,,,
+2532,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 16",9001,4284,16276,9807,1,0,4530,8801,0,9102,8802,48,9102,8805,1,9201,8806,16500000,9001,8807,0,9001,,,,,,
+2533,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 17",9001,4284,16277,9807,1,0,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,17500000,9001,8807,0,9001,,,,,,
+2534,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 18",9001,4284,16278,9807,1,0,4530,8801,0,9102,8802,54,9102,8805,1,9201,8806,18500000,9001,8807,0,9001,,,,,,
+2535,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 19",9001,4284,16279,9807,1,0,4530,8801,0,9102,8802,57,9102,8805,1,9201,8806,19500000,9001,8807,0,9001,,,,,,
+2536,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 20",9001,4284,16280,9807,1,0,4530,8801,0,9102,8802,60,9102,8805,1,9201,8806,20500000,9001,8807,0,9001,,,,,,
+2537,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 21",9001,4284,16281,9807,1,0,4530,8801,0,9102,8802,63,9102,8805,1,9201,8806,21500000,9001,8807,0,9001,,,,,,
+2538,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 22",9001,4284,16282,9807,1,0,4530,8801,0,9102,8802,66,9102,8805,1,9201,8806,22500000,9001,8807,0,9001,,,,,,
+2539,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 23",9001,4284,16283,9807,1,0,4530,8801,0,9102,8802,69,9102,8805,1,9201,8806,23500000,9001,8807,0,9001,,,,,,
+2540,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 24",9001,4284,16284,9807,1,0,4530,8801,0,9102,8802,72,9102,8805,1,9201,8806,24500000,9001,8807,0,9001,,,,,,
+2541,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 25",9001,4284,16285,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,25500000,9001,8807,0,9001,,,,,,
+2542,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 26",9001,4284,16286,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,26500000,9001,8807,0,9001,,,,,,
+2543,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 27",9001,4284,16287,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,27500000,9001,8807,0,9001,,,,,,
+2544,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 28",9001,4284,16288,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,28500000,9001,8807,0,9001,,,,,,
+2545,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 29",9001,4284,16289,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,29500000,9001,8807,0,9001,,,,,,
+2546,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 30",9001,4284,16290,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,30500000,9001,8807,0,9001,,,,,,
+2547,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 31",9001,4284,16291,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
+2548,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 32",9001,4284,16292,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,32500000,9001,8807,0,9001,,,,,,
+2549,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 33",9001,4284,16293,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,33500000,9001,8807,0,9001,,,,,,
+2550,"Samboja / UTM zone 50S",9001,4125,16150,9807,1,1,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2551,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 34",9001,4284,16294,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,34500000,9001,8807,0,9001,,,,,,
+2552,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 35",9001,4284,16295,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
+2553,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 36",9001,4284,16296,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,36500000,9001,8807,0,9001,,,,,,
+2554,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 37",9001,4284,16297,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,37500000,9001,8807,0,9001,,,,,,
+2555,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 38",9001,4284,16298,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,38500000,9001,8807,0,9001,,,,,,
+2556,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 39",9001,4284,16299,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,39500000,9001,8807,0,9001,,,,,,
+2557,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 40",9001,4284,16070,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,40500000,9001,8807,0,9001,,,,,,
+2558,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 41",9001,4284,16071,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,41500000,9001,8807,0,9001,,,,,,
+2559,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 42",9001,4284,16072,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,42500000,9001,8807,0,9001,,,,,,
+2560,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 43",9001,4284,16073,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,43500000,9001,8807,0,9001,,,,,,
+2561,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 44",9001,4284,16074,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,44500000,9001,8807,0,9001,,,,,,
+2562,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 45",9001,4284,16075,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,45500000,9001,8807,0,9001,,,,,,
+2563,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 46",9001,4284,16076,9807,1,0,4530,8801,0,9102,8802,138,9102,8805,1,9201,8806,46500000,9001,8807,0,9001,,,,,,
+2564,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 47",9001,4284,16077,9807,1,0,4530,8801,0,9102,8802,141,9102,8805,1,9201,8806,47500000,9001,8807,0,9001,,,,,,
+2565,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 48",9001,4284,16078,9807,1,0,4530,8801,0,9102,8802,144,9102,8805,1,9201,8806,48500000,9001,8807,0,9001,,,,,,
+2566,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 49",9001,4284,16079,9807,1,0,4530,8801,0,9102,8802,147,9102,8805,1,9201,8806,49500000,9001,8807,0,9001,,,,,,
+2567,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 50",9001,4284,16080,9807,1,0,4530,8801,0,9102,8802,150,9102,8805,1,9201,8806,50500000,9001,8807,0,9001,,,,,,
+2568,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 51",9001,4284,16081,9807,1,0,4530,8801,0,9102,8802,153,9102,8805,1,9201,8806,51500000,9001,8807,0,9001,,,,,,
+2569,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 52",9001,4284,16082,9807,1,0,4530,8801,0,9102,8802,156,9102,8805,1,9201,8806,52500000,9001,8807,0,9001,,,,,,
+2570,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 53",9001,4284,16083,9807,1,0,4530,8801,0,9102,8802,159,9102,8805,1,9201,8806,53500000,9001,8807,0,9001,,,,,,
+2571,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 54",9001,4284,16084,9807,1,0,4530,8801,0,9102,8802,162,9102,8805,1,9201,8806,54500000,9001,8807,0,9001,,,,,,
+2572,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 55",9001,4284,16085,9807,1,0,4530,8801,0,9102,8802,165,9102,8805,1,9201,8806,55500000,9001,8807,0,9001,,,,,,
+2573,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 56",9001,4284,16086,9807,1,0,4530,8801,0,9102,8802,168,9102,8805,1,9201,8806,56500000,9001,8807,0,9001,,,,,,
+2574,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 57",9001,4284,16087,9807,1,0,4530,8801,0,9102,8802,171,9102,8805,1,9201,8806,57500000,9001,8807,0,9001,,,,,,
+2575,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 58",9001,4284,16088,9807,1,0,4530,8801,0,9102,8802,174,9102,8805,1,9201,8806,58500000,9001,8807,0,9001,,,,,,
+2576,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 59",9001,4284,16089,9807,1,0,4530,8801,0,9102,8802,177,9102,8805,1,9201,8806,59500000,9001,8807,0,9001,,,,,,
+2577,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 60",9001,4284,16090,9807,1,1,4530,8801,0,9102,8802,180,9102,8805,1,9201,8806,60000000,9001,8807,0,9001,,,,,,
+2578,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 61",9001,4284,16091,9807,1,0,4530,8801,0,9102,8802,-177,9102,8805,1,9201,8806,61500000,9001,8807,0,9001,,,,,,
+2579,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 62",9001,4284,16092,9807,1,0,4530,8801,0,9102,8802,-174,9102,8805,1,9201,8806,62500000,9001,8807,0,9001,,,,,,
+2580,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 63",9001,4284,16093,9807,1,0,4530,8801,0,9102,8802,-171,9102,8805,1,9201,8806,63500000,9001,8807,0,9001,,,,,,
+2581,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 64",9001,4284,16094,9807,1,0,4530,8801,0,9102,8802,-168,9102,8805,1,9201,8806,64500000,9001,8807,0,9001,,,,,,
+2582,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 21E",9001,4284,16304,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2583,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 24E",9001,4284,16368,9807,1,0,4530,8801,0,9102,8802,24,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2584,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 27E",9001,4284,16305,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2585,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 30E",9001,4284,16370,9807,1,0,4530,8801,0,9102,8802,30,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2586,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 33E",9001,4284,16306,9807,1,0,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2587,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 36E",9001,4284,16372,9807,1,0,4530,8801,0,9102,8802,36,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2588,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 39E",9001,4284,16307,9807,1,0,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2589,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 42E",9001,4284,16374,9807,1,0,4530,8801,0,9102,8802,42,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2590,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 45E",9001,4284,16308,9807,1,0,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2591,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 48E",9001,4284,16376,9807,1,0,4530,8801,0,9102,8802,48,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2592,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 51E",9001,4284,16309,9807,1,0,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2593,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 54E",9001,4284,16378,9807,1,0,4530,8801,0,9102,8802,54,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2594,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 57E",9001,4284,16310,9807,1,0,4530,8801,0,9102,8802,57,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2595,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 60E",9001,4284,16380,9807,1,0,4530,8801,0,9102,8802,60,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2596,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 63E",9001,4284,16311,9807,1,0,4530,8801,0,9102,8802,63,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2597,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 66E",9001,4284,16382,9807,1,0,4530,8801,0,9102,8802,66,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2598,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 69E",9001,4284,16312,9807,1,0,4530,8801,0,9102,8802,69,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2599,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 72E",9001,4284,16384,9807,1,0,4530,8801,0,9102,8802,72,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2600,Lietuvos Koordinoei Sistema 1994,9001,4669,19934,9807,1,1,4530,8801,0,9102,8802,24,9102,8805,0.9998,9201,8806,500000,9001,8807,0,9001,,,,,,
+2601,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 75E",9001,4284,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2602,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 78E",9001,4284,16386,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2603,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 81E",9001,4284,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2604,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 84E",9001,4284,16388,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2605,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 87E",9001,4284,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2606,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 90E",9001,4284,16390,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2607,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 93E",9001,4284,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2608,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 96E",9001,4284,16392,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2609,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 99E",9001,4284,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2610,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 102E",9001,4284,16394,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2611,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 105E",9001,4284,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2612,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 108E",9001,4284,16396,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2613,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 111E",9001,4284,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2614,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 114E",9001,4284,16398,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2615,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 117E",9001,4284,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2616,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 120E",9001,4284,16170,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2617,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 123E",9001,4284,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2618,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 126E",9001,4284,16172,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2619,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 129E",9001,4284,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2620,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 132E",9001,4284,16174,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2621,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 135E",9001,4284,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2622,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 138E",9001,4284,16176,9807,1,0,4530,8801,0,9102,8802,138,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2623,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 141E",9001,4284,16324,9807,1,0,4530,8801,0,9102,8802,141,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2624,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 144E",9001,4284,16178,9807,1,0,4530,8801,0,9102,8802,144,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2625,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 147E",9001,4284,16325,9807,1,0,4530,8801,0,9102,8802,147,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2626,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 150E",9001,4284,16180,9807,1,0,4530,8801,0,9102,8802,150,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2627,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 153E",9001,4284,16326,9807,1,0,4530,8801,0,9102,8802,153,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2628,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 156E",9001,4284,16182,9807,1,0,4530,8801,0,9102,8802,156,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2629,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 159E",9001,4284,16327,9807,1,0,4530,8801,0,9102,8802,159,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2630,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 162E",9001,4284,16184,9807,1,0,4530,8801,0,9102,8802,162,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2631,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 165E",9001,4284,16328,9807,1,0,4530,8801,0,9102,8802,165,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2632,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 168E",9001,4284,16186,9807,1,0,4530,8801,0,9102,8802,168,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2633,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 171E",9001,4284,16329,9807,1,0,4530,8801,0,9102,8802,171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2634,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 174E",9001,4284,16188,9807,1,0,4530,8801,0,9102,8802,174,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2635,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 177E",9001,4284,16330,9807,1,0,4530,8801,0,9102,8802,177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2636,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 180E",9001,4284,16190,9807,1,0,4530,8801,0,9102,8802,180,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2637,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 177W",9001,4284,16331,9807,1,0,4530,8801,0,9102,8802,-177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2638,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 174W",9001,4284,16192,9807,1,0,4530,8801,0,9102,8802,-174,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2639,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 171W",9001,4284,16332,9807,1,0,4530,8801,0,9102,8802,-171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2640,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 168W",9001,4284,16194,9807,1,0,4530,8801,0,9102,8802,-168,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2641,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 7",9001,4200,16267,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+2642,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 8",9001,4200,16268,9807,1,0,4530,8801,0,9102,8802,24,9102,8805,1,9201,8806,8500000,9001,8807,0,9001,,,,,,
+2643,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 9",9001,4200,16269,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,9500000,9001,8807,0,9001,,,,,,
+2644,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 10",9001,4200,16270,9807,1,0,4530,8801,0,9102,8802,30,9102,8805,1,9201,8806,10500000,9001,8807,0,9001,,,,,,
+2645,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 11",9001,4200,16271,9807,1,0,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,11500000,9001,8807,0,9001,,,,,,
+2646,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 12",9001,4200,16272,9807,1,0,4530,8801,0,9102,8802,36,9102,8805,1,9201,8806,12500000,9001,8807,0,9001,,,,,,
+2647,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 13",9001,4200,16273,9807,1,0,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,13500000,9001,8807,0,9001,,,,,,
+2648,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 14",9001,4200,16274,9807,1,0,4530,8801,0,9102,8802,42,9102,8805,1,9201,8806,14500000,9001,8807,0,9001,,,,,,
+2649,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 15",9001,4200,16275,9807,1,0,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,15500000,9001,8807,0,9001,,,,,,
+2650,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 16",9001,4200,16276,9807,1,0,4530,8801,0,9102,8802,48,9102,8805,1,9201,8806,16500000,9001,8807,0,9001,,,,,,
+2651,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 17",9001,4200,16277,9807,1,0,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,17500000,9001,8807,0,9001,,,,,,
+2652,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 18",9001,4200,16278,9807,1,0,4530,8801,0,9102,8802,54,9102,8805,1,9201,8806,18500000,9001,8807,0,9001,,,,,,
+2653,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 19",9001,4200,16279,9807,1,0,4530,8801,0,9102,8802,57,9102,8805,1,9201,8806,19500000,9001,8807,0,9001,,,,,,
+2654,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 20",9001,4200,16280,9807,1,0,4530,8801,0,9102,8802,60,9102,8805,1,9201,8806,20500000,9001,8807,0,9001,,,,,,
+2655,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 21",9001,4200,16281,9807,1,0,4530,8801,0,9102,8802,63,9102,8805,1,9201,8806,21500000,9001,8807,0,9001,,,,,,
+2656,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 22",9001,4200,16282,9807,1,0,4530,8801,0,9102,8802,66,9102,8805,1,9201,8806,22500000,9001,8807,0,9001,,,,,,
+2657,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 23",9001,4200,16283,9807,1,0,4530,8801,0,9102,8802,69,9102,8805,1,9201,8806,23500000,9001,8807,0,9001,,,,,,
+2658,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 24",9001,4200,16284,9807,1,0,4530,8801,0,9102,8802,72,9102,8805,1,9201,8806,24500000,9001,8807,0,9001,,,,,,
+2659,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 25",9001,4200,16285,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,25500000,9001,8807,0,9001,,,,,,
+2660,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 26",9001,4200,16286,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,26500000,9001,8807,0,9001,,,,,,
+2661,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 27",9001,4200,16287,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,27500000,9001,8807,0,9001,,,,,,
+2662,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 28",9001,4200,16288,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,28500000,9001,8807,0,9001,,,,,,
+2663,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 29",9001,4200,16289,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,29500000,9001,8807,0,9001,,,,,,
+2664,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 30",9001,4200,16290,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,30500000,9001,8807,0,9001,,,,,,
+2665,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 31",9001,4200,16291,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
+2666,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 32",9001,4200,16292,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,32500000,9001,8807,0,9001,,,,,,
+2667,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 33",9001,4200,16293,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,33500000,9001,8807,0,9001,,,,,,
+2668,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 34",9001,4200,16294,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,34500000,9001,8807,0,9001,,,,,,
+2669,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 35",9001,4200,16295,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
+2670,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 36",9001,4200,16296,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,36500000,9001,8807,0,9001,,,,,,
+2671,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 37",9001,4200,16297,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,37500000,9001,8807,0,9001,,,,,,
+2672,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 38",9001,4200,16298,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,38500000,9001,8807,0,9001,,,,,,
+2673,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 39",9001,4200,16299,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,39500000,9001,8807,0,9001,,,,,,
+2674,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 40",9001,4200,16070,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,40500000,9001,8807,0,9001,,,,,,
+2675,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 41",9001,4200,16071,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,41500000,9001,8807,0,9001,,,,,,
+2676,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 42",9001,4200,16072,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,42500000,9001,8807,0,9001,,,,,,
+2677,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 43",9001,4200,16073,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,43500000,9001,8807,0,9001,,,,,,
+2678,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 44",9001,4200,16074,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,44500000,9001,8807,0,9001,,,,,,
+2679,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 45",9001,4200,16075,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,45500000,9001,8807,0,9001,,,,,,
+2680,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 46",9001,4200,16076,9807,1,0,4530,8801,0,9102,8802,138,9102,8805,1,9201,8806,46500000,9001,8807,0,9001,,,,,,
+2681,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 47",9001,4200,16077,9807,1,0,4530,8801,0,9102,8802,141,9102,8805,1,9201,8806,47500000,9001,8807,0,9001,,,,,,
+2682,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 48",9001,4200,16078,9807,1,0,4530,8801,0,9102,8802,144,9102,8805,1,9201,8806,48500000,9001,8807,0,9001,,,,,,
+2683,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 49",9001,4200,16079,9807,1,0,4530,8801,0,9102,8802,147,9102,8805,1,9201,8806,49500000,9001,8807,0,9001,,,,,,
+2684,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 50",9001,4200,16080,9807,1,0,4530,8801,0,9102,8802,150,9102,8805,1,9201,8806,50500000,9001,8807,0,9001,,,,,,
+2685,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 51",9001,4200,16081,9807,1,0,4530,8801,0,9102,8802,153,9102,8805,1,9201,8806,51500000,9001,8807,0,9001,,,,,,
+2686,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 52",9001,4200,16082,9807,1,0,4530,8801,0,9102,8802,156,9102,8805,1,9201,8806,52500000,9001,8807,0,9001,,,,,,
+2687,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 53",9001,4200,16083,9807,1,0,4530,8801,0,9102,8802,159,9102,8805,1,9201,8806,53500000,9001,8807,0,9001,,,,,,
+2688,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 54",9001,4200,16084,9807,1,0,4530,8801,0,9102,8802,162,9102,8805,1,9201,8806,54500000,9001,8807,0,9001,,,,,,
+2689,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 55",9001,4200,16085,9807,1,0,4530,8801,0,9102,8802,165,9102,8805,1,9201,8806,55500000,9001,8807,0,9001,,,,,,
+2690,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 56",9001,4200,16086,9807,1,0,4530,8801,0,9102,8802,168,9102,8805,1,9201,8806,56500000,9001,8807,0,9001,,,,,,
+2691,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 57",9001,4200,16087,9807,1,0,4530,8801,0,9102,8802,171,9102,8805,1,9201,8806,57500000,9001,8807,0,9001,,,,,,
+2692,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 58",9001,4200,16088,9807,1,0,4530,8801,0,9102,8802,174,9102,8805,1,9201,8806,58500000,9001,8807,0,9001,,,,,,
+2693,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 59",9001,4200,16089,9807,1,0,4530,8801,0,9102,8802,177,9102,8805,1,9201,8806,59500000,9001,8807,0,9001,,,,,,
+2694,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 60",9001,4200,16090,9807,1,1,4530,8801,0,9102,8802,180,9102,8805,1,9201,8806,60000000,9001,8807,0,9001,,,,,,
+2695,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 61",9001,4200,16091,9807,1,0,4530,8801,0,9102,8802,-177,9102,8805,1,9201,8806,61500000,9001,8807,0,9001,,,,,,
+2696,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 62",9001,4200,16092,9807,1,0,4530,8801,0,9102,8802,-174,9102,8805,1,9201,8806,62500000,9001,8807,0,9001,,,,,,
+2697,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 63",9001,4200,16093,9807,1,0,4530,8801,0,9102,8802,-171,9102,8805,1,9201,8806,63500000,9001,8807,0,9001,,,,,,
+2698,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 64",9001,4200,16094,9807,1,0,4530,8801,0,9102,8802,-168,9102,8805,1,9201,8806,64500000,9001,8807,0,9001,,,,,,
+2699,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 21E",9001,4200,16304,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2700,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 24E",9001,4200,16368,9807,1,0,4530,8801,0,9102,8802,24,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2701,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 27E",9001,4200,16305,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2702,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 30E",9001,4200,16370,9807,1,0,4530,8801,0,9102,8802,30,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2703,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 33E",9001,4200,16306,9807,1,0,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2704,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 36E",9001,4200,16372,9807,1,0,4530,8801,0,9102,8802,36,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2705,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 39E",9001,4200,16307,9807,1,0,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2706,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 42E",9001,4200,16374,9807,1,0,4530,8801,0,9102,8802,42,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2707,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 45E",9001,4200,16308,9807,1,0,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2708,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 48E",9001,4200,16376,9807,1,0,4530,8801,0,9102,8802,48,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2709,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 51E",9001,4200,16309,9807,1,0,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2710,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 54E",9001,4200,16378,9807,1,0,4530,8801,0,9102,8802,54,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2711,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 57E",9001,4200,16310,9807,1,0,4530,8801,0,9102,8802,57,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2712,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 60E",9001,4200,16380,9807,1,0,4530,8801,0,9102,8802,60,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2713,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 63E",9001,4200,16311,9807,1,0,4530,8801,0,9102,8802,63,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2714,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 66E",9001,4200,16382,9807,1,0,4530,8801,0,9102,8802,66,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2715,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 69E",9001,4200,16312,9807,1,0,4530,8801,0,9102,8802,69,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2716,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 72E",9001,4200,16384,9807,1,0,4530,8801,0,9102,8802,72,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2717,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 75E",9001,4200,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2718,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 78E",9001,4200,16386,9807,1,0,4530,8801,0,9102,8802,78,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2719,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 81E",9001,4200,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2720,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 84E",9001,4200,16388,9807,1,0,4530,8801,0,9102,8802,84,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2721,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 87E",9001,4200,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2722,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 90E",9001,4200,16390,9807,1,0,4530,8801,0,9102,8802,90,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2723,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 93E",9001,4200,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2724,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 96E",9001,4200,16392,9807,1,0,4530,8801,0,9102,8802,96,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2725,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 99E",9001,4200,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2726,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 102E",9001,4200,16394,9807,1,0,4530,8801,0,9102,8802,102,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2727,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 105E",9001,4200,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2728,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 108E",9001,4200,16396,9807,1,0,4530,8801,0,9102,8802,108,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2729,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 111E",9001,4200,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2730,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 114E",9001,4200,16398,9807,1,0,4530,8801,0,9102,8802,114,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2731,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 117E",9001,4200,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2732,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 120E",9001,4200,16170,9807,1,0,4530,8801,0,9102,8802,120,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2733,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 123E",9001,4200,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2734,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 126E",9001,4200,16172,9807,1,0,4530,8801,0,9102,8802,126,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2735,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 129E",9001,4200,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2736,"Tete / UTM zone 36S",9001,4127,16136,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2737,"Tete / UTM zone 37S",9001,4127,16137,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2738,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 132E",9001,4200,16174,9807,1,0,4530,8801,0,9102,8802,132,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2739,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 135E",9001,4200,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2740,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 138E",9001,4200,16176,9807,1,0,4530,8801,0,9102,8802,138,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2741,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 141E",9001,4200,16324,9807,1,0,4530,8801,0,9102,8802,141,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2742,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 144E",9001,4200,16178,9807,1,0,4530,8801,0,9102,8802,144,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2743,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 147E",9001,4200,16325,9807,1,0,4530,8801,0,9102,8802,147,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2744,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 150E",9001,4200,16180,9807,1,0,4530,8801,0,9102,8802,150,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2745,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 153E",9001,4200,16326,9807,1,0,4530,8801,0,9102,8802,153,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2746,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 156E",9001,4200,16182,9807,1,0,4530,8801,0,9102,8802,156,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2747,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 159E",9001,4200,16327,9807,1,0,4530,8801,0,9102,8802,159,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2748,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 162E",9001,4200,16184,9807,1,0,4530,8801,0,9102,8802,162,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2749,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 165E",9001,4200,16328,9807,1,0,4530,8801,0,9102,8802,165,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2750,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 168E",9001,4200,16186,9807,1,0,4530,8801,0,9102,8802,168,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2751,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 171E",9001,4200,16329,9807,1,0,4530,8801,0,9102,8802,171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2752,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 174E",9001,4200,16188,9807,1,0,4530,8801,0,9102,8802,174,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2753,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 177E",9001,4200,16330,9807,1,0,4530,8801,0,9102,8802,177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2754,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 180E",9001,4200,16190,9807,1,0,4530,8801,0,9102,8802,180,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2755,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 177W",9001,4200,16331,9807,1,0,4530,8801,0,9102,8802,-177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2756,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 174W",9001,4200,16192,9807,1,0,4530,8801,0,9102,8802,-174,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2757,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 171W",9001,4200,16332,9807,1,0,4530,8801,0,9102,8802,-171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2758,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 168W",9001,4200,16194,9807,1,0,4530,8801,0,9102,8802,-168,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2759,"NAD83(HARN) / Alabama East",9001,4152,10131,9807,1,0,4499,8801,30.3,9110,8802,-85.5,9110,8805,0.99996,9201,8806,200000,9001,8807,0,9001,,,,,,
+2760,"NAD83(HARN) / Alabama West",9001,4152,10132,9807,1,0,4499,8801,30,9110,8802,-87.3,9110,8805,0.999933333,9201,8806,600000,9001,8807,0,9001,,,,,,
+2761,"NAD83(HARN) / Arizona East",9001,4152,10231,9807,1,0,4499,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
+2762,"NAD83(HARN) / Arizona Central",9001,4152,10232,9807,1,0,4499,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
+2763,"NAD83(HARN) / Arizona West",9001,4152,10233,9807,1,0,4499,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,213360,9001,8807,0,9001,,,,,,
+2764,"NAD83(HARN) / Arkansas North",9001,4152,10331,9802,1,0,4499,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,400000,9001,8827,0,9001,,,
+2765,"NAD83(HARN) / Arkansas South",9001,4152,10332,9802,1,0,4499,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,400000,9001,8827,400000,9001,,,
+2766,"NAD83(HARN) / California zone 1",9001,4152,10431,9802,1,0,4499,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,2000000,9001,8827,500000,9001,,,
+2767,"NAD83(HARN) / California zone 2",9001,4152,10432,9802,1,0,4499,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,2000000,9001,8827,500000,9001,,,
+2768,"NAD83(HARN) / California zone 3",9001,4152,10433,9802,1,0,4499,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,2000000,9001,8827,500000,9001,,,
+2769,"NAD83(HARN) / California zone 4",9001,4152,10434,9802,1,0,4499,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,2000000,9001,8827,500000,9001,,,
+2770,"NAD83(HARN) / California zone 5",9001,4152,10435,9802,1,0,4499,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,2000000,9001,8827,500000,9001,,,
+2771,"NAD83(HARN) / California zone 6",9001,4152,10436,9802,1,0,4499,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,2000000,9001,8827,500000,9001,,,
+2772,"NAD83(HARN) / Colorado North",9001,4152,10531,9802,1,0,4499,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
+2773,"NAD83(HARN) / Colorado Central",9001,4152,10532,9802,1,0,4499,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
+2774,"NAD83(HARN) / Colorado South",9001,4152,10533,9802,1,0,4499,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
+2775,"NAD83(HARN) / Connecticut",9001,4152,10630,9802,1,0,4499,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,304800.6096,9001,8827,152400.3048,9001,,,
+2776,"NAD83(HARN) / Delaware",9001,4152,10730,9807,1,0,4499,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,200000,9001,8807,0,9001,,,,,,
+2777,"NAD83(HARN) / Florida East",9001,4152,10931,9807,1,0,4499,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
+2778,"NAD83(HARN) / Florida West",9001,4152,10932,9807,1,0,4499,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
+2779,"NAD83(HARN) / Florida North",9001,4152,10933,9802,1,0,4499,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,600000,9001,8827,0,9001,,,
+2780,"NAD83(HARN) / Georgia East",9001,4152,11031,9807,1,0,4499,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+2781,"NAD83(HARN) / Georgia West",9001,4152,11032,9807,1,0,4499,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,700000,9001,8807,0,9001,,,,,,
+2782,"NAD83(HARN) / Hawaii zone 1",9001,4152,15131,9807,1,0,4499,8801,18.5,9110,8802,-155.3,9110,8805,0.999966667,9201,8806,500000,9001,8807,0,9001,,,,,,
+2783,"NAD83(HARN) / Hawaii zone 2",9001,4152,15132,9807,1,0,4499,8801,20.2,9110,8802,-156.4,9110,8805,0.999966667,9201,8806,500000,9001,8807,0,9001,,,,,,
+2784,"NAD83(HARN) / Hawaii zone 3",9001,4152,15133,9807,1,0,4499,8801,21.1,9110,8802,-158,9110,8805,0.99999,9201,8806,500000,9001,8807,0,9001,,,,,,
+2785,"NAD83(HARN) / Hawaii zone 4",9001,4152,15134,9807,1,0,4499,8801,21.5,9110,8802,-159.3,9110,8805,0.99999,9201,8806,500000,9001,8807,0,9001,,,,,,
+2786,"NAD83(HARN) / Hawaii zone 5",9001,4152,15135,9807,1,0,4499,8801,21.4,9110,8802,-160.1,9110,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+2787,"NAD83(HARN) / Idaho East",9001,4152,11131,9807,1,0,4499,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,200000,9001,8807,0,9001,,,,,,
+2788,"NAD83(HARN) / Idaho Central",9001,4152,11132,9807,1,0,4499,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,500000,9001,8807,0,9001,,,,,,
+2789,"NAD83(HARN) / Idaho West",9001,4152,11133,9807,1,0,4499,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,800000,9001,8807,0,9001,,,,,,
+2790,"NAD83(HARN) / Illinois East",9001,4152,11231,9807,1,0,4499,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,300000,9001,8807,0,9001,,,,,,
+2791,"NAD83(HARN) / Illinois West",9001,4152,11232,9807,1,0,4499,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,700000,9001,8807,0,9001,,,,,,
+2792,"NAD83(HARN) / Indiana East",9001,4152,11331,9807,1,0,4499,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,100000,9001,8807,250000,9001,,,,,,
+2793,"NAD83(HARN) / Indiana West",9001,4152,11332,9807,1,0,4499,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,900000,9001,8807,250000,9001,,,,,,
+2794,"NAD83(HARN) / Iowa North",9001,4152,11431,9802,1,0,4499,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,1500000,9001,8827,1000000,9001,,,
+2795,"NAD83(HARN) / Iowa South",9001,4152,11432,9802,1,0,4499,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,500000,9001,8827,0,9001,,,
+2796,"NAD83(HARN) / Kansas North",9001,4152,11531,9802,1,0,4499,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,400000,9001,8827,0,9001,,,
+2797,"NAD83(HARN) / Kansas South",9001,4152,11532,9802,1,0,4499,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,400000,9001,8827,400000,9001,,,
+2798,"NAD83(HARN) / Kentucky North",9001,4152,15303,9802,1,0,4499,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,500000,9001,8827,0,9001,,,
+2799,"NAD83(HARN) / Kentucky South",9001,4152,11632,9802,1,0,4499,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,500000,9001,8827,500000,9001,,,
+2800,"NAD83(HARN) / Louisiana North",9001,4152,11731,9802,1,0,4499,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,1000000,9001,8827,0,9001,,,
+2801,"NAD83(HARN) / Louisiana South",9001,4152,11732,9802,1,0,4499,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,1000000,9001,8827,0,9001,,,
+2802,"NAD83(HARN) / Maine East",9001,4152,11831,9807,1,0,4499,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,300000,9001,8807,0,9001,,,,,,
+2803,"NAD83(HARN) / Maine West",9001,4152,11832,9807,1,0,4499,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,900000,9001,8807,0,9001,,,,,,
+2804,"NAD83(HARN) / Maryland",9001,4152,11930,9802,1,0,4499,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,400000,9001,8827,0,9001,,,
+2805,"NAD83(HARN) / Massachusetts Mainland",9001,4152,12031,9802,1,0,4499,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,200000,9001,8827,750000,9001,,,
+2806,"NAD83(HARN) / Massachusetts Island",9001,4152,12032,9802,1,0,4499,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,500000,9001,8827,0,9001,,,
+2807,"NAD83(HARN) / Michigan North",9001,4152,12141,9802,1,0,4499,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,8000000,9001,8827,0,9001,,,
+2808,"NAD83(HARN) / Michigan Central",9001,4152,12142,9802,1,0,4499,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,6000000,9001,8827,0,9001,,,
+2809,"NAD83(HARN) / Michigan South",9001,4152,12143,9802,1,0,4499,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,4000000,9001,8827,0,9001,,,
+2810,"NAD83(HARN) / Minnesota North",9001,4152,12231,9802,1,0,4499,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,800000,9001,8827,100000,9001,,,
+2811,"NAD83(HARN) / Minnesota Central",9001,4152,12232,9802,1,0,4499,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,800000,9001,8827,100000,9001,,,
+2812,"NAD83(HARN) / Minnesota South",9001,4152,12233,9802,1,0,4499,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,800000,9001,8827,100000,9001,,,
+2813,"NAD83(HARN) / Mississippi East",9001,4152,12331,9807,1,0,4499,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,300000,9001,8807,0,9001,,,,,,
+2814,"NAD83(HARN) / Mississippi West",9001,4152,12332,9807,1,0,4499,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,700000,9001,8807,0,9001,,,,,,
+2815,"NAD83(HARN) / Missouri East",9001,4152,12431,9807,1,0,4499,8801,35.5,9110,8802,-90.3,9110,8805,0.999933333,9201,8806,250000,9001,8807,0,9001,,,,,,
+2816,"NAD83(HARN) / Missouri Central",9001,4152,12432,9807,1,0,4499,8801,35.5,9110,8802,-92.3,9110,8805,0.999933333,9201,8806,500000,9001,8807,0,9001,,,,,,
+2817,"NAD83(HARN) / Missouri West",9001,4152,12433,9807,1,0,4499,8801,36.1,9110,8802,-94.3,9110,8805,0.999941177,9201,8806,850000,9001,8807,0,9001,,,,,,
+2818,"NAD83(HARN) / Montana",9001,4152,12530,9802,1,0,4499,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,600000,9001,8827,0,9001,,,
+2819,"NAD83(HARN) / Nebraska",9001,4152,12630,9802,1,0,4499,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,500000,9001,8827,0,9001,,,
+2820,"NAD83(HARN) / Nevada East",9001,4152,12731,9807,1,0,4499,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,200000,9001,8807,8000000,9001,,,,,,
+2821,"NAD83(HARN) / Nevada Central",9001,4152,12732,9807,1,0,4499,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,500000,9001,8807,6000000,9001,,,,,,
+2822,"NAD83(HARN) / Nevada West",9001,4152,12733,9807,1,0,4499,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,800000,9001,8807,4000000,9001,,,,,,
+2823,"NAD83(HARN) / New Hampshire",9001,4152,12830,9807,1,0,4499,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,300000,9001,8807,0,9001,,,,,,
+2824,"NAD83(HARN) / New Jersey",9001,4152,12930,9807,1,0,4499,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
+2825,"NAD83(HARN) / New Mexico East",9001,4152,13031,9807,1,0,4499,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,165000,9001,8807,0,9001,,,,,,
+2826,"NAD83(HARN) / New Mexico Central",9001,4152,13032,9807,1,0,4499,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+2827,"NAD83(HARN) / New Mexico West",9001,4152,13033,9807,1,0,4499,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,830000,9001,8807,0,9001,,,,,,
+2828,"NAD83(HARN) / New York East",9001,4152,13131,9807,1,0,4499,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
+2829,"NAD83(HARN) / New York Central",9001,4152,13132,9807,1,0,4499,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,250000,9001,8807,0,9001,,,,,,
+2830,"NAD83(HARN) / New York West",9001,4152,13133,9807,1,0,4499,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,350000,9001,8807,0,9001,,,,,,
+2831,"NAD83(HARN) / New York Long Island",9001,4152,13134,9802,1,0,4499,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,300000,9001,8827,0,9001,,,
+2832,"NAD83(HARN) / North Dakota North",9001,4152,13331,9802,1,0,4499,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,600000,9001,8827,0,9001,,,
+2833,"NAD83(HARN) / North Dakota South",9001,4152,13332,9802,1,0,4499,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,600000,9001,8827,0,9001,,,
+2834,"NAD83(HARN) / Ohio North",9001,4152,13431,9802,1,0,4499,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,600000,9001,8827,0,9001,,,
+2835,"NAD83(HARN) / Ohio South",9001,4152,13432,9802,1,0,4499,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,600000,9001,8827,0,9001,,,
+2836,"NAD83(HARN) / Oklahoma North",9001,4152,13531,9802,1,0,4499,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,600000,9001,8827,0,9001,,,
+2837,"NAD83(HARN) / Oklahoma South",9001,4152,13532,9802,1,0,4499,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,600000,9001,8827,0,9001,,,
+2838,"NAD83(HARN) / Oregon North",9001,4152,13631,9802,1,0,4499,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,2500000,9001,8827,0,9001,,,
+2839,"NAD83(HARN) / Oregon South",9001,4152,13632,9802,1,0,4499,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,1500000,9001,8827,0,9001,,,
+2840,"NAD83(HARN) / Rhode Island",9001,4152,13830,9807,1,0,4499,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,100000,9001,8807,0,9001,,,,,,
+2841,"NAD83(HARN) / South Dakota North",9001,4152,14031,9802,1,0,4499,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,600000,9001,8827,0,9001,,,
+2842,"NAD83(HARN) / South Dakota South",9001,4152,14032,9802,1,0,4499,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,600000,9001,8827,0,9001,,,
+2843,"NAD83(HARN) / Tennessee",9001,4152,14130,9802,1,0,4499,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,600000,9001,8827,0,9001,,,
+2844,"NAD83(HARN) / Texas North",9001,4152,14231,9802,1,0,4499,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,200000,9001,8827,1000000,9001,,,
+2845,"NAD83(HARN) / Texas North Central",9001,4152,14232,9802,1,0,4499,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,600000,9001,8827,2000000,9001,,,
+2846,"NAD83(HARN) / Texas Central",9001,4152,14233,9802,1,0,4499,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,700000,9001,8827,3000000,9001,,,
+2847,"NAD83(HARN) / Texas South Central",9001,4152,14234,9802,1,0,4499,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,600000,9001,8827,4000000,9001,,,
+2848,"NAD83(HARN) / Texas South",9001,4152,14235,9802,1,0,4499,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,300000,9001,8827,5000000,9001,,,
+2849,"NAD83(HARN) / Utah North",9001,4152,14331,9802,1,0,4499,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,500000,9001,8827,1000000,9001,,,
+2850,"NAD83(HARN) / Utah Central",9001,4152,14332,9802,1,0,4499,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,500000,9001,8827,2000000,9001,,,
+2851,"NAD83(HARN) / Utah South",9001,4152,14333,9802,1,0,4499,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,500000,9001,8827,3000000,9001,,,
+2852,"NAD83(HARN) / Vermont",9001,4152,14430,9807,1,0,4499,8801,42.3,9110,8802,-72.3,9110,8805,0.999964286,9201,8806,500000,9001,8807,0,9001,,,,,,
+2853,"NAD83(HARN) / Virginia North",9001,4152,14531,9802,1,0,4499,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,3500000,9001,8827,2000000,9001,,,
+2854,"NAD83(HARN) / Virginia South",9001,4152,14532,9802,1,0,4499,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,3500000,9001,8827,1000000,9001,,,
+2855,"NAD83(HARN) / Washington North",9001,4152,14631,9802,1,0,4499,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,500000,9001,8827,0,9001,,,
+2856,"NAD83(HARN) / Washington South",9001,4152,14632,9802,1,0,4499,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,500000,9001,8827,0,9001,,,
+2857,"NAD83(HARN) / West Virginia North",9001,4152,14731,9802,1,0,4499,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,600000,9001,8827,0,9001,,,
+2858,"NAD83(HARN) / West Virginia South",9001,4152,14732,9802,1,0,4499,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,600000,9001,8827,0,9001,,,
+2859,"NAD83(HARN) / Wisconsin North",9001,4152,14831,9802,1,0,4499,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,600000,9001,8827,0,9001,,,
+2860,"NAD83(HARN) / Wisconsin Central",9001,4152,14832,9802,1,0,4499,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,600000,9001,8827,0,9001,,,
+2861,"NAD83(HARN) / Wisconsin South",9001,4152,14833,9802,1,0,4499,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,600000,9001,8827,0,9001,,,
+2862,"NAD83(HARN) / Wyoming East",9001,4152,14931,9807,1,0,4499,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,200000,9001,8807,0,9001,,,,,,
+2863,"NAD83(HARN) / Wyoming East Central",9001,4152,14932,9807,1,0,4499,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,400000,9001,8807,100000,9001,,,,,,
+2864,"NAD83(HARN) / Wyoming West Central",9001,4152,14933,9807,1,0,4499,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,600000,9001,8807,0,9001,,,,,,
+2865,"NAD83(HARN) / Wyoming West",9001,4152,14934,9807,1,0,4499,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,800000,9001,8807,100000,9001,,,,,,
+2866,"NAD83(HARN) / Puerto Rico & Virgin Is.",9001,4152,15230,9802,1,0,4499,8821,17.5,9110,8822,-66.26,9110,8823,18.26,9110,8824,18.02,9110,8826,200000,9001,8827,200000,9001,,,
+2867,"NAD83(HARN) / Arizona East (ft)",9002,4152,15304,9807,1,0,4495,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
+2868,"NAD83(HARN) / Arizona Central (ft)",9002,4152,15305,9807,1,0,4495,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
+2869,"NAD83(HARN) / Arizona West (ft)",9002,4152,15306,9807,1,0,4495,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,700000,9002,8807,0,9002,,,,,,
+2870,"NAD83(HARN) / California zone 1 (ftUS)",9003,4152,15307,9802,1,0,4497,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2871,"NAD83(HARN) / California zone 2 (ftUS)",9003,4152,15308,9802,1,0,4497,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2872,"NAD83(HARN) / California zone 3 (ftUS)",9003,4152,15309,9802,1,0,4497,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2873,"NAD83(HARN) / California zone 4 (ftUS)",9003,4152,15310,9802,1,0,4497,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2874,"NAD83(HARN) / California zone 5 (ftUS)",9003,4152,15311,9802,1,0,4497,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2875,"NAD83(HARN) / California zone 6 (ftUS)",9003,4152,15312,9802,1,0,4497,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+2876,"NAD83(HARN) / Colorado North (ftUS)",9003,4152,15313,9802,1,0,4497,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,3000000,9003,8827,1000000,9003,,,
+2877,"NAD83(HARN) / Colorado Central (ftUS)",9003,4152,15314,9802,1,0,4497,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,3000000,9003,8827,1000000,9003,,,
+2878,"NAD83(HARN) / Colorado South (ftUS)",9003,4152,15315,9802,1,0,4497,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,3000000,9003,8827,1000000,9003,,,
+2879,"NAD83(HARN) / Connecticut (ftUS)",9003,4152,15316,9802,1,0,4497,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,1000000,9003,8827,500000,9003,,,
+2880,"NAD83(HARN) / Delaware (ftUS)",9003,4152,15317,9807,1,0,4497,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+2881,"NAD83(HARN) / Florida East (ftUS)",9003,4152,15318,9807,1,0,4497,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+2882,"NAD83(HARN) / Florida West (ftUS)",9003,4152,15319,9807,1,0,4497,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+2883,"NAD83(HARN) / Florida North (ftUS)",9003,4152,15320,9802,1,0,4497,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,1968500,9003,8827,0,9003,,,
+2884,"NAD83(HARN) / Georgia East (ftUS)",9003,4152,15321,9807,1,0,4497,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+2885,"NAD83(HARN) / Georgia West (ftUS)",9003,4152,15322,9807,1,0,4497,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
+2886,"NAD83(HARN) / Idaho East (ftUS)",9003,4152,15323,9807,1,0,4497,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+2887,"NAD83(HARN) / Idaho Central (ftUS)",9003,4152,15324,9807,1,0,4497,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
+2888,"NAD83(HARN) / Idaho West (ftUS)",9003,4152,15325,9807,1,0,4497,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,2624666.667,9003,8807,0,9003,,,,,,
+2889,"NAD83(HARN) / Indiana East (ftUS)",9003,4152,15326,9807,1,1,4497,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,328083.333,9003,8807,818125,9003,,,,,,
+2890,"NAD83(HARN) / Indiana West (ftUS)",9003,4152,15327,9807,1,1,4497,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,2952750,9003,8807,818125,9003,,,,,,
+2891,"NAD83(HARN) / Kentucky North (ftUS)",9003,4152,15328,9802,1,0,4497,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,1640416.667,9003,8827,0,9003,,,
+2892,"NAD83(HARN) / Kentucky South (ftUS)",9003,4152,15329,9802,1,0,4497,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,1640416.667,9003,8827,1640416.667,9003,,,
+2893,"NAD83(HARN) / Maryland (ftUS)",9003,4152,15330,9802,1,0,4497,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,1312333.333,9003,8827,0,9003,,,
+2894,"NAD83(HARN) / Massachusetts Mainland (ftUS)",9003,4152,15331,9802,1,0,4497,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,656166.667,9003,8827,2460625,9003,,,
+2895,"NAD83(HARN) / Massachusetts Island (ftUS)",9003,4152,15332,9802,1,0,4497,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,1640416.667,9003,8827,0,9003,,,
+2896,"NAD83(HARN) / Michigan North (ft)",9002,4152,15333,9802,1,0,4495,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,26246719.16,9002,8827,0,9002,,,
+2897,"NAD83(HARN) / Michigan Central (ft)",9002,4152,15334,9802,1,0,4495,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,19685039.37,9002,8827,0,9002,,,
+2898,"NAD83(HARN) / Michigan South (ft)",9002,4152,15335,9802,1,0,4495,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,13123359.58,9002,8827,0,9002,,,
+2899,"NAD83(HARN) / Mississippi East (ftUS)",9003,4152,15336,9807,1,0,4497,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,984250,9003,8807,0,9003,,,,,,
+2900,"NAD83(HARN) / Mississippi West (ftUS)",9003,4152,15337,9807,1,0,4497,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
+2901,"NAD83(HARN) / Montana (ft)",9002,4152,15338,9802,1,0,4495,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,1968503.937,9002,8827,0,9002,,,
+2902,"NAD83(HARN) / New Mexico East (ftUS)",9003,4152,15339,9807,1,0,4497,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,541337.5,9003,8807,0,9003,,,,,,
+2903,"NAD83(HARN) / New Mexico Central (ftUS)",9003,4152,15340,9807,1,0,4497,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
+2904,"NAD83(HARN) / New Mexico West (ftUS)",9003,4152,15341,9807,1,0,4497,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,2723091.667,9003,8807,0,9003,,,,,,
+2905,"NAD83(HARN) / New York East (ftUS)",9003,4152,15342,9807,1,0,4497,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
+2906,"NAD83(HARN) / New York Central (ftUS)",9003,4152,15343,9807,1,0,4497,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,820208.333,9003,8807,0,9003,,,,,,
+2907,"NAD83(HARN) / New York West (ftUS)",9003,4152,15344,9807,1,0,4497,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,1148291.667,9003,8807,0,9003,,,,,,
+2908,"NAD83(HARN) / New York Long Island (ftUS)",9003,4152,15345,9802,1,0,4497,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,984250,9003,8827,0,9003,,,
+2909,"NAD83(HARN) / North Dakota North (ft)",9002,4152,15347,9802,1,0,4495,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,1968503.937,9002,8827,0,9002,,,
+2910,"NAD83(HARN) / North Dakota South (ft)",9002,4152,15348,9802,1,0,4495,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,1968503.937,9002,8827,0,9002,,,
+2911,"NAD83(HARN) / Oklahoma North (ftUS)",9003,4152,15349,9802,1,0,4497,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,1968500,9003,8827,0,9003,,,
+2912,"NAD83(HARN) / Oklahoma South (ftUS)",9003,4152,15350,9802,1,0,4497,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,1968500,9003,8827,0,9003,,,
+2913,"NAD83(HARN) / Oregon North (ft)",9002,4152,15351,9802,1,0,4495,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,8202099.738,9002,8827,0,9002,,,
+2914,"NAD83(HARN) / Oregon South (ft)",9002,4152,15352,9802,1,0,4495,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,4921259.843,9002,8827,0,9002,,,
+2915,"NAD83(HARN) / Tennessee (ftUS)",9003,4152,15356,9802,1,0,4497,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,1968500,9003,8827,0,9003,,,
+2916,"NAD83(HARN) / Texas North (ftUS)",9003,4152,15357,9802,1,0,4497,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,656166.667,9003,8827,3280833.333,9003,,,
+2917,"NAD83(HARN) / Texas North Central (ftUS)",9003,4152,15358,9802,1,0,4497,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,1968500,9003,8827,6561666.667,9003,,,
+2918,"NAD83(HARN) / Texas Central (ftUS)",9003,4152,15359,9802,1,0,4497,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,2296583.333,9003,8827,9842500,9003,,,
+2919,"NAD83(HARN) / Texas South Central (ftUS)",9003,4152,15360,9802,1,0,4497,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,1968500,9003,8827,13123333.333,9003,,,
+2920,"NAD83(HARN) / Texas South (ftUS)",9003,4152,15361,9802,1,0,4497,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,984250,9003,8827,16404166.667,9003,,,
+2921,"NAD83(HARN) / Utah North (ft)",9002,4152,15362,9802,0,0,4495,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640419.948,9002,8827,3280839.895,9002,,,
+2922,"NAD83(HARN) / Utah Central (ft)",9002,4152,15363,9802,0,0,4495,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640419.948,9002,8827,6561679.79,9002,,,
+2923,"NAD83(HARN) / Utah South (ft)",9002,4152,15364,9802,0,0,4495,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640419.948,9002,8827,9842519.685,9002,,,
+2924,"NAD83(HARN) / Virginia North (ftUS)",9003,4152,15365,9802,1,0,4497,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,11482916.667,9003,8827,6561666.667,9003,,,
+2925,"NAD83(HARN) / Virginia South (ftUS)",9003,4152,15366,9802,1,0,4497,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,11482916.667,9003,8827,3280833.333,9003,,,
+2926,"NAD83(HARN) / Washington North (ftUS)",9003,4152,15367,9802,1,0,4497,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,1640416.667,9003,8827,0,9003,,,
+2927,"NAD83(HARN) / Washington South (ftUS)",9003,4152,15368,9802,1,0,4497,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,1640416.667,9003,8827,0,9003,,,
+2928,"NAD83(HARN) / Wisconsin North (ftUS)",9003,4152,15369,9802,1,0,4497,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,1968500,9003,8827,0,9003,,,
+2929,"NAD83(HARN) / Wisconsin Central (ftUS)",9003,4152,15370,9802,1,0,4497,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,1968500,9003,8827,0,9003,,,
+2930,"NAD83(HARN) / Wisconsin South (ftUS)",9003,4152,15371,9802,1,0,4497,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,1968500,9003,8827,0,9003,,,
+2931,"Beduaram / TM 13 NE",9001,4213,16413,9807,1,0,4499,8801,0,9102,8802,13,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2932,"QND95 / Qatar National Grid",9001,4614,19919,9807,1,0,4400,8801,24.27,9110,8802,51.13,9110,8805,0.99999,9201,8806,200000,9001,8807,300000,9001,,,,,,
+2933,"Segara / UTM zone 50S",9001,4613,16150,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2934,"Segara (Jakarta) / NEIEZ",9001,4820,19905,9804,1,1,4499,8801,0,9102,8802,110,9102,8805,0.997,9201,8806,3900000,9001,8807,900000,9001,,,,,,
+2935,"Pulkovo 1942 / CS63 zone A1",9001,4284,18441,9807,1,0,4530,8801,0.07,9110,8802,41.32,9110,8805,1,9201,8806,1300000,9001,8807,0,9001,,,,,,
+2936,"Pulkovo 1942 / CS63 zone A2",9001,4284,18442,9807,1,0,4530,8801,0.07,9110,8802,44.32,9110,8805,1,9201,8806,2300000,9001,8807,0,9001,,,,,,
+2937,"Pulkovo 1942 / CS63 zone A3",9001,4284,18443,9807,1,0,4530,8801,0.07,9110,8802,47.32,9110,8805,1,9201,8806,3300000,9001,8807,0,9001,,,,,,
+2938,"Pulkovo 1942 / CS63 zone A4",9001,4284,18444,9807,1,0,4530,8801,0.07,9110,8802,50.32,9110,8805,1,9201,8806,4300000,9001,8807,0,9001,,,,,,
+2939,"Pulkovo 1942 / CS63 zone K2",9001,4284,18446,9807,1,0,4530,8801,0.08,9110,8802,50.46,9110,8805,1,9201,8806,2300000,9001,8807,0,9001,,,,,,
+2940,"Pulkovo 1942 / CS63 zone K3",9001,4284,18447,9807,1,0,4530,8801,0.08,9110,8802,53.46,9110,8805,1,9201,8806,3300000,9001,8807,0,9001,,,,,,
+2941,"Pulkovo 1942 / CS63 zone K4",9001,4284,18448,9807,1,0,4530,8801,0.08,9110,8802,56.46,9110,8805,1,9201,8806,4300000,9001,8807,0,9001,,,,,,
+2942,"Porto Santo / UTM zone 28N",9001,4615,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2943,"Selvagem Grande / UTM zone 28N",9001,4616,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2944,"NAD83(CSRS) / SCoPQ zone 2",9001,4617,17700,9807,1,0,4499,8801,0,9110,8802,-55.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2945,"NAD83(CSRS) / MTM zone 3",9001,4617,17703,9807,1,0,4496,8801,0,9110,8802,-58.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2946,"NAD83(CSRS) / MTM zone 4",9001,4617,17704,9807,1,0,4496,8801,0,9110,8802,-61.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2947,"NAD83(CSRS) / MTM zone 5",9001,4617,17705,9807,1,0,4496,8801,0,9110,8802,-64.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2948,"NAD83(CSRS) / MTM zone 6",9001,4617,17706,9807,1,0,4496,8801,0,9110,8802,-67.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2949,"NAD83(CSRS) / MTM zone 7",9001,4617,17707,9807,1,0,4496,8801,0,9110,8802,-70.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2950,"NAD83(CSRS) / MTM zone 8",9001,4617,17708,9807,1,0,4496,8801,0,9110,8802,-73.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2951,"NAD83(CSRS) / MTM zone 9",9001,4617,17709,9807,1,0,4496,8801,0,9110,8802,-76.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2952,"NAD83(CSRS) / MTM zone 10",9001,4617,17710,9807,1,0,4496,8801,0,9110,8802,-79.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+2953,"NAD83(CSRS) / New Brunswick Stereo",9001,4617,19946,9809,1,0,4500,8801,46.3,9110,8802,-66.3,9110,8805,0.999912,9201,8806,2500000,9001,8807,7500000,9001,,,,,,
+2954,"NAD83(CSRS) / Prince Edward Isl. Stereographic (NAD83)",9001,4617,19960,9809,1,0,4496,8801,47.15,9110,8802,-63,9110,8805,0.999912,9201,8806,400000,9001,8807,800000,9001,,,,,,
+2955,"NAD83(CSRS) / UTM zone 11N",9001,4617,16011,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2956,"NAD83(CSRS) / UTM zone 12N",9001,4617,16012,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2957,"NAD83(CSRS) / UTM zone 13N",9001,4617,16013,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2958,"NAD83(CSRS) / UTM zone 17N",9001,4617,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2959,"NAD83(CSRS) / UTM zone 18N",9001,4617,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2960,"NAD83(CSRS) / UTM zone 19N",9001,4617,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2961,"NAD83(CSRS) / UTM zone 20N",9001,4617,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2962,"NAD83(CSRS) / UTM zone 21N",9001,4617,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2963,"Lisbon 1890 (Lisbon) / Portugal Bonne",9001,4904,19979,9828,1,0,6509,8801,39.4,9110,8802,1,9110,8806,0,9001,8807,0,9001,,,,,,,,,
+2964,"NAD27 / Alaska Albers",9003,4267,15020,9822,1,0,4497,8821,50,9102,8822,-154,9102,8823,55,9102,8824,65,9102,8826,0,9003,8827,0,9003,,,
+2965,"NAD83 / Indiana East (ftUS)",9003,4269,15372,9807,1,0,4497,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,328083.333,9003,8807,820208.333,9003,,,,,,
+2966,"NAD83 / Indiana West (ftUS)",9003,4269,15373,9807,1,0,4497,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,2952750,9003,8807,820208.333,9003,,,,,,
+2967,"NAD83(HARN) / Indiana East (ftUS)",9003,4152,15372,9807,1,0,4497,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,328083.333,9003,8807,820208.333,9003,,,,,,
+2968,"NAD83(HARN) / Indiana West (ftUS)",9003,4152,15373,9807,1,0,4497,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,2952750,9003,8807,820208.333,9003,,,,,,
+2969,"Fort Marigot / UTM zone 20N",9001,4621,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2970,"Guadeloupe 1948 / UTM zone 20N",9001,4622,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2971,"CSG67 / UTM zone 22N",9001,4623,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2972,"RGFG95 / UTM zone 22N",9001,4624,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2973,"Martinique 1938 / UTM zone 20N",9001,4625,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2975,"RGR92 / UTM zone 40S",9001,4627,16140,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2976,"Tahiti 52 / UTM zone 6S",9001,4628,16106,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2977,"Tahaa 54 / UTM zone 5S",9001,4629,16105,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2978,"IGN72 Nuku Hiva / UTM zone 7S",9001,4630,16107,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2979,"K0 1949 / UTM zone 42S",9001,4631,16142,9807,1,1,4400,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2980,"Combani 1950 / UTM zone 38S",9001,4632,16138,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2981,"IGN56 Lifou / UTM zone 58S",9001,4633,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2982,"IGN72 Grand Terre / UTM zone 58S",9001,4634,16158,9807,1,1,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2983,"ST87 Ouvea / UTM zone 58S",9001,4635,16158,9807,1,1,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2984,"RGNC 1991 / Lambert New Caledonia",9001,4645,19981,9802,1,1,4499,8821,-21.3,9110,8822,166,9110,8823,-20.4,9110,8824,-22.2,9110,8826,400000,9001,8827,300000,9001,,,
+2985,"Petrels 1972 / Terre Adelie Polar Stereographic",9001,4636,19983,9830,1,0,4492,8826,300000,9001,8827,200000,9001,8832,-67,9102,8833,140,9102,,,,,,,,,
+2986,"Perroud 1950 / Terre Adelie Polar Stereographic",9001,4637,19983,9830,1,0,4492,8826,300000,9001,8827,200000,9001,8832,-67,9102,8833,140,9102,,,,,,,,,
+2987,"Saint Pierre et Miquelon 1950 / UTM zone 21N",9001,4638,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2988,"MOP78 / UTM zone 1S",9001,4639,16101,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2989,"RRAF 1991 / UTM zone 20N",9001,4640,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+2990,"Reunion 1947 / TM Reunion",9001,4626,19982,9807,1,1,4499,8801,-21.07,9110,8802,55.32,9110,8805,1,9201,8806,50000,9001,8807,160000,9001,,,,,,
+2991,"NAD83 / Oregon Lambert",9001,4269,13633,9802,1,0,4499,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,400000,9001,8827,0,9001,,,
+2992,"NAD83 / Oregon Lambert (ft)",9002,4269,15374,9802,1,0,4495,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,1312335.958,9002,8827,0,9002,,,
+2993,"NAD83(HARN) / Oregon Lambert",9001,4152,13633,9802,1,0,4499,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,400000,9001,8827,0,9001,,,
+2994,"NAD83(HARN) / Oregon Lambert (ft)",9002,4152,15374,9802,1,0,4495,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,1312335.958,9002,8827,0,9002,,,
+2995,"IGN53 Mare / UTM zone 58S",9001,4641,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2996,"ST84 Ile des Pins / UTM zone 58S",9001,4642,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2997,"ST71 Belep / UTM zone 58S",9001,4643,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2998,"NEA74 Noumea / UTM zone 58S",9001,4644,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+2999,"Grand Comoros / UTM zone 38S",9001,4646,16138,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3000,"Segara / NEIEZ",9001,4613,19905,9804,1,0,4499,8801,0,9102,8802,110,9102,8805,0.997,9201,8806,3900000,9001,8807,900000,9001,,,,,,
+3001,"Batavia / NEIEZ",9001,4211,19905,9804,1,0,4499,8801,0,9102,8802,110,9102,8805,0.997,9201,8806,3900000,9001,8807,900000,9001,,,,,,
+3002,"Makassar / NEIEZ",9001,4257,19905,9804,1,0,4499,8801,0,9102,8802,110,9102,8805,0.997,9201,8806,3900000,9001,8807,900000,9001,,,,,,
+3003,"Monte Mario / Italy zone 1",9001,4265,18121,9807,1,0,4499,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3004,"Monte Mario / Italy zone 2",9001,4265,18122,9807,1,0,4499,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,2520000,9001,8807,0,9001,,,,,,
+3005,"NAD83 / BC Albers",9001,4269,19984,9822,1,0,4400,8821,45,9102,8822,-126,9102,8823,50,9110,8824,58.3,9110,8826,1000000,9001,8827,0,9001,,,
+3006,SWEREF99 TM,9001,4619,17333,9807,1,0,4531,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3007,SWEREF99 12 00,9001,4619,17321,9807,1,0,4531,8801,0,9102,8802,12,9102,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3008,SWEREF99 13 30,9001,4619,17322,9807,1,0,4531,8801,0,9110,8802,13.3,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3009,SWEREF99 15 00,9001,4619,17323,9807,1,0,4531,8801,0,9102,8802,15,9102,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3010,SWEREF99 16 30,9001,4619,17324,9807,1,0,4531,8801,0,9110,8802,16.3,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3011,SWEREF99 18 00,9001,4619,17325,9807,1,0,4531,8801,0,9102,8802,18,9102,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3012,SWEREF99 14 15,9001,4619,17326,9807,1,0,4531,8801,0,9110,8802,14.15,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3013,SWEREF99 15 45,9001,4619,17327,9807,1,0,4531,8801,0,9110,8802,15.45,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3014,SWEREF99 17 15,9001,4619,17328,9807,1,0,4531,8801,0,9110,8802,17.15,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3015,SWEREF99 18 45,9001,4619,17329,9807,1,0,4531,8801,0,9110,8802,18.45,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3016,SWEREF99 20 15,9001,4619,17330,9807,1,0,4531,8801,0,9110,8802,20.15,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3017,SWEREF99 21 45,9001,4619,17331,9807,1,0,4531,8801,0,9110,8802,21.45,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3018,SWEREF99 23 15,9001,4619,17332,9807,1,0,4531,8801,0,9110,8802,23.15,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+3019,RT90 7.5 gon V,9001,4124,17334,9807,1,0,4530,8801,0,9110,8802,11.18298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3020,RT90 5 gon V,9001,4124,17335,9807,1,0,4530,8801,0,9110,8802,13.33298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3021,RT90 2.5 gon V,9001,4124,19929,9807,1,0,4530,8801,0,9110,8802,15.48298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3022,RT90 0 gon,9001,4124,17336,9807,1,0,4530,8801,0,9110,8802,18.03298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3023,RT90 2.5 gon O,9001,4124,17337,9807,1,0,4530,8801,0,9110,8802,20.18298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3024,RT90 5 gon O,9001,4124,17338,9807,1,0,4530,8801,0,9110,8802,22.33298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3025,RT38 7.5 gon V,9001,4308,17334,9807,1,0,4530,8801,0,9110,8802,11.18298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3026,RT38 5 gon V,9001,4308,17335,9807,1,0,4530,8801,0,9110,8802,13.33298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3027,RT38 2.5 gon V,9001,4308,19929,9807,1,0,4530,8801,0,9110,8802,15.48298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3028,RT38 0 gon,9001,4308,17336,9807,1,0,4530,8801,0,9110,8802,18.03298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3029,RT38 2.5 gon O,9001,4308,17337,9807,1,0,4530,8801,0,9110,8802,20.18298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3030,RT38 5 gon O,9001,4308,17338,9807,1,0,4530,8801,0,9110,8802,22.33298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+3031,"WGS 84 / Antarctic Polar Stereographic",9001,4326,19992,9829,1,0,4490,8806,0,9001,8807,0,9001,8832,-71,9102,8833,0,9102,,,,,,,,,
+3032,"WGS 84 / Australian Antarctic Polar Stereographic",9001,4326,19993,9829,1,0,4489,8806,6000000,9001,8807,6000000,9001,8832,-71,9102,8833,70,9102,,,,,,,,,
+3033,"WGS 84 / Australian Antarctic Lambert",9001,4326,19994,9802,1,0,4400,8821,-50,9110,8822,70,9110,8823,-68.3,9110,8824,-74.3,9110,8826,6000000,9001,8827,6000000,9001,,,
+3034,"ETRS89 / ETRS-LCC",9001,4258,19985,9802,1,0,4500,8821,52,9102,8822,10,9102,8823,35,9102,8824,65,9102,8826,4000000,9001,8827,2800000,9001,,,
+3035,"ETRS89 / ETRS-LAEA",9001,4258,19986,9820,1,0,4532,8801,52,9102,8802,10,9102,8806,4321000,9001,8807,3210000,9001,,,,,,,,,
+3036,"Moznet / UTM zone 36S",9001,4130,16136,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3037,"Moznet / UTM zone 37S",9001,4130,16137,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3038,"ETRS89 / ETRS-TM26",9001,4258,16026,9807,1,0,4500,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3039,"ETRS89 / ETRS-TM27",9001,4258,16027,9807,1,0,4500,8801,0,9102,8802,-21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3040,"ETRS89 / ETRS-TM28",9001,4258,16028,9807,1,0,4500,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3041,"ETRS89 / ETRS-TM29",9001,4258,16029,9807,1,0,4500,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3042,"ETRS89 / ETRS-TM30",9001,4258,16030,9807,1,0,4500,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3043,"ETRS89 / ETRS-TM31",9001,4258,16031,9807,1,0,4500,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3044,"ETRS89 / ETRS-TM32",9001,4258,16032,9807,1,0,4500,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3045,"ETRS89 / ETRS-TM33",9001,4258,16033,9807,1,0,4500,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3046,"ETRS89 / ETRS-TM34",9001,4258,16034,9807,1,0,4500,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3047,"ETRS89 / ETRS-TM35",9001,4258,16035,9807,1,0,4500,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3048,"ETRS89 / ETRS-TM36",9001,4258,16036,9807,1,0,4500,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3049,"ETRS89 / ETRS-TM37",9001,4258,16037,9807,1,0,4500,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3050,"ETRS89 / ETRS-TM38",9001,4258,16038,9807,1,0,4500,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3051,"ETRS89 / ETRS-TM39",9001,4258,16039,9807,1,0,4500,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3052,"Reykjavik 1900 / Lambert 1900",9001,4657,19987,9826,1,0,4491,8801,65,9110,8802,-19.011965,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+3053,"Hjorsey 1955 / Lambert 1955",9001,4658,19988,9826,1,0,4491,8801,65,9102,8802,-18,9102,8805,1,9201,8806,500000,9001,8807,500000,9001,,,,,,
+3054,"Hjorsey 1955 / UTM zone 26N",9001,4658,16026,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3055,"Hjorsey 1955 / UTM zone 27N",9001,4658,16027,9807,1,0,4400,8801,0,9102,8802,-21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3056,"Hjorsey 1955 / UTM zone 28N",9001,4658,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3057,"ISN93 / Lambert 1993",9001,4659,19989,9802,1,0,4499,8821,65,9110,8822,-19,9110,8823,64.15,9110,8824,65.45,9110,8826,500000,9001,8827,500000,9001,,,
+3058,"Helle 1954 / Jan Mayen Grid",9001,4660,19991,9807,1,0,4531,8801,0,9110,8802,-8.3,9110,8805,1,9201,8806,50000,9001,8807,-7800000,9001,,,,,,
+3059,"LKS92 / Latvia TM",9001,4661,19990,9807,1,0,4530,8801,0,9102,8802,24,9102,8805,0.9996,9201,8806,500000,9001,8807,-6000000,9001,,,,,,
+3060,"IGN72 Grande Terre / UTM zone 58S",9001,4662,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3061,"Porto Santo 1995 / UTM zone 28N",9001,4663,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3062,"Azores Oriental 1995 / UTM zone 26N",9001,4664,16026,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3063,"Azores Central 1995 / UTM zone 26N",9001,4665,16026,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3064,"IGM95 / UTM zone 32N",9001,4670,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3065,"IGM95 / UTM zone 33N",9001,4670,16033,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3066,"ED50 / Jordan TM",9001,4230,19995,9807,1,0,4400,8801,0,9102,8802,37,9102,8805,0.9998,9201,8806,500000,9001,8807,-3000000,9001,,,,,,
+3067,"ETRS89 / ETRS-TM35FIN",9001,4258,16065,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3068,"DHDN / Soldner Berlin",9001,4314,19996,9806,1,0,4531,8801,52.25071338,9110,8802,13.37379332,9110,8806,40000,9001,8807,10000,9001,,,,,,,,,
+3069,"NAD27 / Wisconsin Transverse Mercator",9001,4267,14811,9807,1,0,4499,8801,0,9102,8802,-90,9102,8805,0.9996,9201,8806,500000,9001,8807,-4500000,9001,,,,,,
+3070,"NAD83 / Wisconsin Transverse Mercator",9001,4269,14841,9807,1,0,4499,8801,0,9102,8802,-90,9102,8805,0.9996,9201,8806,520000,9001,8807,-4480000,9001,,,,,,
+3071,"NAD83(HARN) / Wisconsin Transverse Mercator",9001,4152,14841,9807,1,0,4499,8801,0,9102,8802,-90,9102,8805,0.9996,9201,8806,520000,9001,8807,-4480000,9001,,,,,,
+3072,"NAD83 / Maine CS2000 East",9001,4269,11851,9807,1,0,4499,8801,43.5,9110,8802,-67.523,9110,8805,0.99998,9201,8806,700000,9001,8807,0,9001,,,,,,
+3073,"NAD83 / Maine CS2000 Central",9001,4269,11852,9807,1,1,4499,8801,43,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
+3074,"NAD83 / Maine CS2000 West",9001,4269,11853,9807,1,0,4499,8801,42.5,9110,8802,-70.223,9110,8805,0.99998,9201,8806,300000,9001,8807,0,9001,,,,,,
+3075,"NAD83(HARN) / Maine CS2000 East",9001,4152,11851,9807,1,0,4499,8801,43.5,9110,8802,-67.523,9110,8805,0.99998,9201,8806,700000,9001,8807,0,9001,,,,,,
+3076,"NAD83(HARN) / Maine CS2000 Central",9001,4152,11852,9807,1,1,4499,8801,43,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
+3077,"NAD83(HARN) / Maine CS2000 West",9001,4152,11853,9807,1,0,4499,8801,42.5,9110,8802,-70.223,9110,8805,0.99998,9201,8806,300000,9001,8807,0,9001,,,,,,
+3078,"NAD83 / Michigan Oblique Mercator",9001,4269,12150,9812,1,0,4499,8806,2546731.496,9001,8807,-4354009.816,9001,8811,45.1833,9110,8812,-86,9110,8813,337.25556,9102,8814,337.25556,9102,8815,0.9996,9201
+3079,"NAD83(HARN) / Michigan Oblique Mercator",9001,4152,12150,9812,1,0,4499,8806,2546731.496,9001,8807,-4354009.816,9001,8811,45.1833,9110,8812,-86,9110,8813,337.25556,9102,8814,337.25556,9102,8815,0.9996,9201
+3080,"NAD27 / Shackleford",9002,4267,14252,9802,1,0,4495,8821,31.1,9110,8822,-100,9110,8823,27.25,9110,8824,34.55,9110,8826,3000000,9002,8827,3000000,9002,,,
+3081,"NAD83 / Texas State Mapping System",9001,4269,14251,9802,1,0,4499,8821,31.1,9110,8822,-100,9110,8823,27.25,9110,8824,34.55,9110,8826,1000000,9001,8827,1000000,9001,,,
+3082,"NAD83 / Texas Centric Lambert Conformal",9001,4269,14253,9802,1,0,4499,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,5000000,9001,,,
+3083,"NAD83 / Texas Centric Albers Equal Area",9001,4269,14254,9822,1,0,4499,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,6000000,9001,,,
+3084,"NAD83(HARN) / Texas Centric Lambert Conformal",9001,4152,14253,9802,1,0,4499,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,5000000,9001,,,
+3085,"NAD83(HARN) / Texas Centric Albers Equal Area",9001,4152,14254,9822,1,0,4499,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,6000000,9001,,,
+3086,"NAD83 / Florida GDL Albers",9001,4269,10934,9822,1,0,4499,8821,24,9110,8822,-84,9110,8823,24,9110,8824,31.3,9110,8826,400000,9001,8827,0,9001,,,
+3087,"NAD83(HARN) / Florida GDL Albers",9001,4152,10934,9822,1,0,4499,8821,24,9110,8822,-84,9110,8823,24,9110,8824,31.3,9110,8826,400000,9001,8827,0,9001,,,
+3088,"NAD83 / Kentucky Single Zone",9001,4269,11630,9802,1,0,4499,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,1500000,9001,8827,1000000,9001,,,
+3089,"NAD83 / Kentucky Single Zone (ftUS)",9003,4269,15375,9802,1,0,4497,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,4921250,9003,8827,3280833.333,9003,,,
+3090,"NAD83(HARN) / Kentucky Single Zone",9001,4152,11630,9802,1,0,4499,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,1500000,9001,8827,1000000,9001,,,
+3091,"NAD83(HARN) / Kentucky Single Zone (ftUS)",9003,4152,15375,9802,1,0,4497,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,4921250,9003,8827,3280833.333,9003,,,
+3092,"Tokyo / UTM zone 51N",9001,4301,16051,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3093,"Tokyo / UTM zone 52N",9001,4301,16052,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3094,"Tokyo / UTM zone 53N",9001,4301,16053,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3095,"Tokyo / UTM zone 54N",9001,4301,16054,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3096,"Tokyo / UTM zone 55N",9001,4301,16055,9807,1,0,4400,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3097,"JGD2000 / UTM zone 51N",9001,4612,16051,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3098,"JGD2000 / UTM zone 52N",9001,4612,16052,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3099,"JGD2000 / UTM zone 53N",9001,4612,16053,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3100,"JGD2000 / UTM zone 54N",9001,4612,16054,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3101,"JGD2000 / UTM zone 55N",9001,4612,16055,9807,1,0,4400,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3102,"American Samoa 1962 / American Samoa Lambert",9003,4169,15376,9801,1,0,4497,8801,-14.16,9110,8802,-170,9110,8805,1,9201,8806,500000,9003,8807,312234.65,9003,,,,,,
+3103,"Mauritania 1999 / UTM zone 28N",9001,4681,16028,9807,1,1,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3104,"Mauritania 1999 / UTM zone 29N",9001,4681,16029,9807,1,1,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3105,"Mauritania 1999 / UTM zone 30N",9001,4681,16030,9807,1,1,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3106,"Gulshan 303 / Bangladesh Transverse Mercator",9001,4682,16490,9807,1,0,4400,8801,0,9102,8802,90,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3107,"GDA94 / SA Lambert",9001,4283,17359,9802,1,0,4400,8821,-32,9102,8822,135,9102,8823,-28,9102,8824,-36,9102,8826,1000000,9001,8827,2000000,9001,,,
+3108,"ETRS89 / Guernsey Grid",9001,4258,19998,9807,1,0,4400,8801,49.3,9110,8802,-2.25,9110,8805,0.999997,9201,8806,47000,9001,8807,50000,9001,,,,,,
+3109,"ETRS89 / Jersey Transverse Mercator",9001,4258,19999,9807,1,0,4400,8801,49.225,9102,8802,-2.135,9102,8805,0.9999999,9201,8806,40000,9001,8807,70000,9001,,,,,,
+3110,"AGD66 / Vicgrid66",9001,4202,17360,9802,1,0,4400,8821,-37,9102,8822,145,9102,8823,-36,9102,8824,-38,9102,8826,2500000,9001,8827,4500000,9001,,,
+3111,"GDA94 / Vicgrid94",9001,4283,17361,9802,1,0,4400,8821,-37,9102,8822,145,9102,8823,-36,9102,8824,-38,9102,8826,2500000,9001,8827,2500000,9001,,,
+3112,"GDA94 / Geoscience Australia Lambert",9001,4283,17362,9802,1,0,4400,8821,0,9102,8822,134,9102,8823,-18,9102,8824,-36,9102,8826,0,9001,8827,0,9001,,,
+3113,"GDA94 / BCSG02",9001,4283,17363,9807,1,0,4400,8801,-28,9102,8802,153,9102,8805,0.99999,9201,8806,50000,9001,8807,100000,9001,,,,,,
+3114,"MAGNA-SIRGAS / Colombia Far West zone",9001,4686,18055,9807,1,0,4500,8801,4.35463215,9110,8802,-80.04390285,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+3115,"MAGNA-SIRGAS / Colombia West zone",9001,4686,18056,9807,1,0,4500,8801,4.35463215,9110,8802,-77.04390285,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+3116,"MAGNA-SIRGAS / Colombia Bogota zone",9001,4686,18057,9807,1,0,4500,8801,4.35463215,9110,8802,-74.04390285,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+3117,"MAGNA-SIRGAS / Colombia East Central zone",9001,4686,18058,9807,1,0,4500,8801,4.35463215,9110,8802,-71.04390285,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+3118,"MAGNA-SIRGAS / Colombia East zone",9001,4686,18059,9807,1,0,4500,8801,4.35463215,9110,8802,-68.04390285,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+3119,"Douala 1948 / AEF west",9001,4192,18415,9807,1,0,4400,8801,0,9110,8802,10.3,9110,8805,0.999,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+3120,"Pulkovo 1942(58) / Poland zone I",9001,4179,18280,9809,1,0,4530,8801,50.373,9110,8802,21.05,9110,8805,0.9998,9201,8806,4637000,9001,8807,5467000,9001,,,,,,
+3121,"PRS92 / Philippines zone 1",9001,4683,18171,9807,1,0,4499,8801,0,9102,8802,117,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+3122,"PRS92 / Philippines zone 2",9001,4683,18172,9807,1,0,4499,8801,0,9102,8802,119,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+3123,"PRS92 / Philippines zone 3",9001,4683,18173,9807,1,0,4499,8801,0,9102,8802,121,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+3124,"PRS92 / Philippines zone 4",9001,4683,18174,9807,1,0,4499,8801,0,9102,8802,123,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+3125,"PRS92 / Philippines zone 5",9001,4683,18175,9807,1,0,4499,8801,0,9102,8802,125,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+3126,"ETRS89 / ETRS-GK19FIN",9001,4258,18183,9807,1,0,4500,8801,0,9102,8802,19,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3127,"ETRS89 / ETRS-GK20FIN",9001,4258,18184,9807,1,0,4500,8801,0,9102,8802,20,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3128,"ETRS89 / ETRS-GK21FIN",9001,4258,18185,9807,1,0,4500,8801,0,9102,8802,21,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3129,"ETRS89 / ETRS-GK22FIN",9001,4258,18186,9807,1,0,4500,8801,0,9102,8802,22,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3130,"ETRS89 / ETRS-GK23FIN",9001,4258,18187,9807,1,0,4500,8801,0,9102,8802,23,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3131,"ETRS89 / ETRS-GK24FIN",9001,4258,18188,9807,1,0,4500,8801,0,9102,8802,24,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3132,"ETRS89 / ETRS-GK25FIN",9001,4258,18189,9807,1,0,4500,8801,0,9102,8802,25,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3133,"ETRS89 / ETRS-GK26FIN",9001,4258,18190,9807,1,0,4500,8801,0,9102,8802,26,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3134,"ETRS89 / ETRS-GK27FIN",9001,4258,18195,9807,1,0,4500,8801,0,9102,8802,27,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3135,"ETRS89 / ETRS-GK28FIN",9001,4258,18196,9807,1,0,4500,8801,0,9102,8802,28,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3136,"ETRS89 / ETRS-GK29FIN",9001,4258,18197,9807,1,0,4500,8801,0,9102,8802,29,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3137,"ETRS89 / ETRS-GK30FIN",9001,4258,18198,9807,1,0,4500,8801,0,9102,8802,30,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3138,"ETRS89 / ETRS-GK31FIN",9001,4258,18199,9807,1,0,4500,8801,0,9102,8802,31,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3139,"Vanua Levu 1915 / Vanua Levu Grid",9098,4748,19878,9833,1,0,4533,8801,-16.15,9110,8802,179.2,9110,8806,1251331.8,9098,8807,1662888.5,9098,,,,,,,,,
+3140,"Viti Levu 1912 / Viti Levu Grid",9098,4752,19879,9806,1,0,4533,8801,-18,9102,8802,178,9102,8806,544000,9098,8807,704000,9098,,,,,,,,,
+3141,"Fiji 1956 / UTM zone 60S",9001,4721,16160,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3142,"Fiji 1956 / UTM zone 1S",9001,4721,16101,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3143,"Fiji 1986 / Fiji Map Grid",9001,4720,19880,9807,1,1,4400,8801,-17,9110,8802,178.45,9110,8805,0.99985,9001,8806,2000000,9001,8807,4000000,9001,,,,,,
+3144,"FD54 / Faroe Lambert",9001,4741,19870,9826,1,0,4501,8801,62,9102,8802,-9,9102,8805,1,9201,8806,500000,9001,8807,500000,9001,,,,,,
+3145,"ETRS89 / Faroe Lambert",9001,4258,19870,9826,1,0,4501,8801,62,9102,8802,-9,9102,8805,1,9201,8806,500000,9001,8807,500000,9001,,,,,,
+3146,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 6",9001,4284,16266,9807,1,0,4530,8801,0,9102,8802,18,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+3147,"Pulkovo 1942 / 3-degree Gauss-Kruger CM 18E",9001,4284,16366,9807,1,0,4530,8801,0,9102,8802,18,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3148,"Indian 1960 / UTM zone 48N",9001,4131,16048,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3149,"Indian 1960 / UTM zone 49N",9001,4131,16049,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3150,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 6",9001,4200,16266,9807,1,0,4530,8801,0,9102,8802,18,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+3151,"Pulkovo 1995 / 3-degree Gauss-Kruger CM 18E",9001,4200,16366,9807,1,0,4530,8801,0,9102,8802,18,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3152,ST74,9001,4619,19876,9807,1,0,4531,8801,0,9110,8802,18.0328044,9110,8805,0.99999425,9201,8806,100178.1808,9001,8807,-6500614.7836,9001,,,,,,
+3153,"NAD83(CSRS) / BC Albers",9001,4617,19984,9822,1,0,4400,8821,45,9102,8822,-126,9102,8823,50,9110,8824,58.3,9110,8826,1000000,9001,8827,0,9001,,,
+3154,"NAD83(CSRS) / UTM zone 7N",9001,4617,16007,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3155,"NAD83(CSRS) / UTM zone 8N",9001,4617,16008,9807,1,0,4400,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3156,"NAD83(CSRS) / UTM zone 9N",9001,4617,16009,9807,1,0,4400,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3157,"NAD83(CSRS) / UTM zone 10N",9001,4617,16010,9807,1,0,4400,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3158,"NAD83(CSRS) / UTM zone 14N",9001,4617,16014,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3159,"NAD83(CSRS) / UTM zone 15N",9001,4617,16015,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3160,"NAD83(CSRS) / UTM zone 16N",9001,4617,16016,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3161,"NAD83 / Ontario MNR Lambert",9001,4269,19875,9802,1,0,4400,8821,0,9102,8822,-85,9102,8823,44.5,9102,8824,53.5,9102,8826,930000,9001,8827,6430000,9001,,,
+3162,"NAD83(CSRS) / Ontario MNR Lambert",9001,4617,19875,9802,1,0,4400,8821,0,9102,8822,-85,9102,8823,44.5,9102,8824,53.5,9102,8826,930000,9001,8827,6430000,9001,,,
+3163,"RGNC91-93 / Lambert New Caledonia",9001,4749,19981,9802,1,0,4499,8821,-21.3,9110,8822,166,9110,8823,-20.4,9110,8824,-22.2,9110,8826,400000,9001,8827,300000,9001,,,
+3164,"ST87 Ouvea / UTM zone 58S",9001,4750,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3165,"NEA74 Noumea / Noumea Lambert",9001,4644,19873,9802,1,0,4499,8821,-22.16108903,9110,8822,166.26327327,9110,8823,-22.14408903,9110,8824,-22.17408903,9110,8826,0.66,9001,8827,1.02,9001,,,
+3166,"NEA74 Noumea / Noumea Lambert 2",9001,4644,19874,9802,1,0,4499,8821,-22.1611,9110,8822,166.2633,9110,8823,-22.1441,9110,8824,-22.1741,9110,8826,8.313,9001,8827,-2.354,9001,,,
+3167,"Kertau (RSO) / RSO Malaya (ch)",9301,4751,19871,9812,1,0,4410,8806,40000,9301,8807,0,9301,8811,4,9110,8812,102.15,9110,8813,323.01328458,9110,8814,323.07483685,9110,8815,0.99984,9201
+3168,"Kertau (RSO) / RSO Malaya (m)",9001,4751,19872,9812,1,0,4400,8806,804670.24,9001,8807,0,9001,8811,4,9110,8812,102.15,9110,8813,323.01328458,9110,8814,323.07483685,9110,8815,0.99984,9201
+3169,"RGNC91-93 / UTM zone 57S",9001,4749,16157,9807,1,0,4400,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3170,"RGNC91-93 / UTM zone 58S",9001,4749,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3171,"RGNC91-93 / UTM zone 59S",9001,4749,16159,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3172,"IGN53 Mare / UTM zone 59S",9001,4641,16159,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3173,"fk89 / Faroe Lambert FK89",9001,4753,19877,9826,1,0,4501,8801,62,9102,8802,-9,9102,8805,1,9201,8806,700000,9001,8807,700000,9001,,,,,,
+3174,"NAD83 / Great Lakes Albers",9001,4269,15397,9822,1,0,4499,8821,45.568977,9102,8822,-84.455955,9102,8823,42.122774,9102,8824,49.01518,9102,8826,1000000,9001,8827,1000000,9001,,,
+3175,"NAD83 / Great Lakes and St Lawrence Albers",9001,4269,15398,9822,1,0,4499,8821,45.568977,9102,8822,-83.248627,9102,8823,42.122774,9102,8824,49.01518,9102,8826,1000000,9001,8827,1000000,9001,,,
+3176,"Indian 1960 / TM 106 NE",9001,4131,16506,9807,1,0,4400,8801,0,9102,8802,106,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3177,"LGD2006 / Libya TM",9001,4754,18319,9807,1,0,4499,8801,0,9102,8802,17,9102,8805,0.9965,9201,8806,1000000,9001,8807,0,9001,,,,,,
+3178,"GR96 / UTM zone 18N",9001,4747,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3179,"GR96 / UTM zone 19N",9001,4747,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3180,"GR96 / UTM zone 20N",9001,4747,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3181,"GR96 / UTM zone 21N",9001,4747,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3182,"GR96 / UTM zone 22N",9001,4747,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3183,"GR96 / UTM zone 23N",9001,4747,16023,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3184,"GR96 / UTM zone 24N",9001,4747,16024,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3185,"GR96 / UTM zone 25N",9001,4747,16025,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3186,"GR96 / UTM zone 26N",9001,4747,16026,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3187,"GR96 / UTM zone 27N",9001,4747,16027,9807,1,0,4400,8801,0,9102,8802,-21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3188,"GR96 / UTM zone 28N",9001,4747,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3189,"GR96 / UTM zone 29N",9001,4747,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3190,"LGD2006 / Libya TM zone 5",9001,4754,18310,9807,1,0,4499,8801,0,9102,8802,9,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+3191,"LGD2006 / Libya TM zone 6",9001,4754,18311,9807,1,0,4499,8801,0,9102,8802,11,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+3192,"LGD2006 / Libya TM zone 7",9001,4754,18312,9807,1,0,4499,8801,0,9102,8802,13,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+3193,"LGD2006 / Libya TM zone 8",9001,4754,18313,9807,1,0,4499,8801,0,9102,8802,15,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+3194,"LGD2006 / Libya TM zone 9",9001,4754,18314,9807,1,0,4499,8801,0,9102,8802,17,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+3195,"LGD2006 / Libya TM zone 10",9001,4754,18315,9807,1,0,4499,8801,0,9102,8802,19,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+3196,"LGD2006 / Libya TM zone 11",9001,4754,18316,9807,1,0,4499,8801,0,9102,8802,21,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+3197,"LGD2006 / Libya TM zone 12",9001,4754,18317,9807,1,0,4499,8801,0,9102,8802,23,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+3198,"LGD2006 / Libya TM zone 13",9001,4754,18318,9807,1,0,4499,8801,0,9102,8802,25,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+3199,"LGD2006 / UTM zone 32N",9001,4754,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3200,"FD58 / Iraq zone",9001,4132,19906,9801,1,0,4400,8801,32.3,9110,8802,45,9110,8805,0.9987864078,9201,8806,1500000,9001,8807,1166200,9001,,,,,,
+3201,"LGD2006 / UTM zone 33N",9001,4754,16033,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3202,"LGD2006 / UTM zone 34N",9001,4754,16034,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3203,"LGD2006 / UTM zone 35N",9001,4754,16035,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3204,"WGS 84 / SCAR IMW SP19-20",9001,4326,17204,9802,1,0,4400,8821,-90,9102,8822,-66,9102,8823,-60.4,9110,8824,-63.2,9110,8826,0,9001,8827,0,9001,,,
+3205,"WGS 84 / SCAR IMW SP21-22",9001,4326,17205,9802,1,0,4400,8821,-90,9102,8822,-54,9102,8823,-60.4,9110,8824,-63.2,9110,8826,0,9001,8827,0,9001,,,
+3206,"WGS 84 / SCAR IMW SP23-24",9001,4326,17206,9802,1,0,4400,8821,-90,9102,8822,-42,9102,8823,-60.4,9110,8824,-63.2,9110,8826,0,9001,8827,0,9001,,,
+3207,"WGS 84 / SCAR IMW SQ01-02",9001,4326,17207,9802,1,0,4400,8821,-90,9102,8822,-174,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3208,"WGS 84 / SCAR IMW SQ19-20",9001,4326,17208,9802,1,0,4400,8821,-90,9102,8822,-66,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3209,"WGS 84 / SCAR IMW SQ21-22",9001,4326,17209,9802,1,0,4400,8821,-90,9102,8822,-54,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3210,"WGS 84 / SCAR IMW SQ37-38",9001,4326,17210,9802,1,0,4400,8821,-90,9102,8822,42,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3211,"WGS 84 / SCAR IMW SQ39-40",9001,4326,17211,9802,1,0,4400,8821,-90,9102,8822,54,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3212,"WGS 84 / SCAR IMW SQ41-42",9001,4326,17212,9802,1,0,4400,8821,-90,9102,8822,66,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3213,"WGS 84 / SCAR IMW SQ43-44",9001,4326,17213,9802,1,0,4400,8821,-90,9102,8822,78,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3214,"WGS 84 / SCAR IMW SQ45-46",9001,4326,17214,9802,1,0,4400,8821,-90,9102,8822,90,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3215,"WGS 84 / SCAR IMW SQ47-48",9001,4326,17215,9802,1,0,4400,8821,-90,9102,8822,102,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3216,"WGS 84 / SCAR IMW SQ49-50",9001,4326,17216,9802,1,0,4400,8821,-90,9102,8822,114,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3217,"WGS 84 / SCAR IMW SQ51-52",9001,4326,17217,9802,1,0,4400,8821,-90,9102,8822,126,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3218,"WGS 84 / SCAR IMW SQ53-54",9001,4326,17218,9802,1,0,4400,8821,-90,9102,8822,138,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3219,"WGS 84 / SCAR IMW SQ55-56",9001,4326,17219,9802,1,0,4400,8821,-90,9102,8822,150,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3220,"WGS 84 / SCAR IMW SQ57-58",9001,4326,17220,9802,1,0,4400,8821,-90,9102,8822,162,9102,8823,-64.4,9110,8824,-67.2,9110,8826,0,9001,8827,0,9001,,,
+3221,"WGS 84 / SCAR IMW SR13-14",9001,4326,17221,9802,1,0,4400,8821,-90,9102,8822,-102,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3222,"WGS 84 / SCAR IMW SR15-16",9001,4326,17222,9802,1,0,4400,8821,-90,9102,8822,-90,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3223,"WGS 84 / SCAR IMW SR17-18",9001,4326,17223,9802,1,0,4400,8821,-90,9102,8822,-78,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3224,"WGS 84 / SCAR IMW SR19-20",9001,4326,17224,9802,1,0,4400,8821,-90,9102,8822,-66,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3225,"WGS 84 / SCAR IMW SR27-28",9001,4326,17225,9802,1,0,4400,8821,-90,9102,8822,-18,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3226,"WGS 84 / SCAR IMW SR29-30",9001,4326,17226,9802,1,0,4400,8821,-90,9102,8822,-6,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3227,"WGS 84 / SCAR IMW SR31-32",9001,4326,17227,9802,1,0,4400,8821,-90,9102,8822,6,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3228,"WGS 84 / SCAR IMW SR33-34",9001,4326,17228,9802,1,0,4400,8821,-90,9102,8822,18,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3229,"WGS 84 / SCAR IMW SR35-36",9001,4326,17229,9802,1,0,4400,8821,-90,9102,8822,30,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3230,"WGS 84 / SCAR IMW SR37-38",9001,4326,17230,9802,1,0,4400,8821,-90,9102,8822,42,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3231,"WGS 84 / SCAR IMW SR39-40",9001,4326,17231,9802,1,0,4400,8821,-90,9102,8822,54,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3232,"WGS 84 / SCAR IMW SR41-42",9001,4326,17232,9802,1,0,4400,8821,-90,9102,8822,66,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3233,"WGS 84 / SCAR IMW SR43-44",9001,4326,17233,9802,1,0,4400,8821,-90,9102,8822,78,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3234,"WGS 84 / SCAR IMW SR45-46",9001,4326,17234,9802,1,0,4400,8821,-90,9102,8822,90,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3235,"WGS 84 / SCAR IMW SR47-48",9001,4326,17235,9802,1,0,4400,8821,-90,9102,8822,102,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3236,"WGS 84 / SCAR IMW SR49-50",9001,4326,17236,9802,1,0,4400,8821,-90,9102,8822,114,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3237,"WGS 84 / SCAR IMW SR51-52",9001,4326,17237,9802,1,0,4400,8821,-90,9102,8822,126,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3238,"WGS 84 / SCAR IMW SR53-54",9001,4326,17238,9802,1,0,4400,8821,-90,9102,8822,138,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3239,"WGS 84 / SCAR IMW SR55-56",9001,4326,17239,9802,1,0,4400,8821,-90,9102,8822,150,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3240,"WGS 84 / SCAR IMW SR57-58",9001,4326,17240,9802,1,0,4400,8821,-90,9102,8822,162,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3241,"WGS 84 / SCAR IMW SR59-60",9001,4326,17241,9802,1,0,4400,8821,-90,9102,8822,174,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+3242,"WGS 84 / SCAR IMW SS04-06",9001,4326,17242,9802,1,0,4400,8821,-90,9102,8822,-153,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3243,"WGS 84 / SCAR IMW SS07-09",9001,4326,17243,9802,1,0,4400,8821,-90,9102,8822,-135,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3244,"WGS 84 / SCAR IMW SS10-12",9001,4326,17244,9802,1,0,4400,8821,-90,9102,8822,-117,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3245,"WGS 84 / SCAR IMW SS13-15",9001,4326,17245,9802,1,0,4400,8821,-90,9102,8822,-99,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3246,"WGS 84 / SCAR IMW SS16-18",9001,4326,17246,9802,1,0,4400,8821,-90,9102,8822,-81,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3247,"WGS 84 / SCAR IMW SS19-21",9001,4326,17247,9802,1,0,4400,8821,-90,9102,8822,-63,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3248,"WGS 84 / SCAR IMW SS25-27",9001,4326,17248,9802,1,0,4400,8821,-90,9102,8822,-27,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3249,"WGS 84 / SCAR IMW SS28-30",9001,4326,17249,9802,1,0,4400,8821,-90,9102,8822,-9,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3250,"WGS 84 / SCAR IMW SS31-33",9001,4326,17250,9802,1,0,4400,8821,-90,9102,8822,9,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3251,"WGS 84 / SCAR IMW SS34-36",9001,4326,17251,9802,1,0,4400,8821,-90,9102,8822,27,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3252,"WGS 84 / SCAR IMW SS37-39",9001,4326,17252,9802,1,0,4400,8821,-90,9102,8822,45,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3253,"WGS 84 / SCAR IMW SS40-42",9001,4326,17253,9802,1,0,4400,8821,-90,9102,8822,63,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3254,"WGS 84 / SCAR IMW SS43-45",9001,4326,17254,9802,1,0,4400,8821,-90,9102,8822,81,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3255,"WGS 84 / SCAR IMW SS46-48",9001,4326,17255,9802,1,0,4400,8821,-90,9102,8822,99,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3256,"WGS 84 / SCAR IMW SS49-51",9001,4326,17256,9802,1,0,4400,8821,-90,9102,8822,117,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3257,"WGS 84 / SCAR IMW SS52-54",9001,4326,17257,9802,1,0,4400,8821,-90,9102,8822,135,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3258,"WGS 84 / SCAR IMW SS55-57",9001,4326,17258,9802,1,0,4400,8821,-90,9102,8822,153,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3259,"WGS 84 / SCAR IMW SS58-60",9001,4326,17259,9802,1,0,4400,8821,-90,9102,8822,171,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+3260,"WGS 84 / SCAR IMW ST01-04",9001,4326,17260,9802,1,0,4400,8821,-90,9102,8822,-168,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3261,"WGS 84 / SCAR IMW ST05-08",9001,4326,17261,9802,1,0,4400,8821,-90,9102,8822,-144,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3262,"WGS 84 / SCAR IMW ST09-12",9001,4326,17262,9802,1,0,4400,8821,-90,9102,8822,-120,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3263,"WGS 84 / SCAR IMW ST13-16",9001,4326,17263,9802,1,0,4400,8821,-90,9102,8822,-96,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3264,"WGS 84 / SCAR IMW ST17-20",9001,4326,17264,9802,1,0,4400,8821,-90,9102,8822,-72,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3265,"WGS 84 / SCAR IMW ST21-24",9001,4326,17265,9802,1,0,4400,8821,-90,9102,8822,-48,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3266,"WGS 84 / SCAR IMW ST25-28",9001,4326,17266,9802,1,0,4400,8821,-90,9102,8822,-24,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3267,"WGS 84 / SCAR IMW ST29-32",9001,4326,17267,9802,1,0,4400,8821,-90,9102,8822,0,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3268,"WGS 84 / SCAR IMW ST33-36",9001,4326,17268,9802,1,0,4400,8821,-90,9102,8822,24,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3269,"WGS 84 / SCAR IMW ST37-40",9001,4326,17269,9802,1,0,4400,8821,-90,9102,8822,48,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3270,"WGS 84 / SCAR IMW ST41-44",9001,4326,17270,9802,1,0,4400,8821,-90,9102,8822,72,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3271,"WGS 84 / SCAR IMW ST45-48",9001,4326,17271,9802,1,0,4400,8821,-90,9102,8822,96,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3272,"WGS 84 / SCAR IMW ST49-52",9001,4326,17272,9802,1,0,4400,8821,-90,9102,8822,120,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3273,"WGS 84 / SCAR IMW ST53-56",9001,4326,17273,9802,1,0,4400,8821,-90,9102,8822,144,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3274,"WGS 84 / SCAR IMW ST57-60",9001,4326,17274,9802,1,0,4400,8821,-90,9102,8822,168,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3275,"WGS 84 / SCAR IMW SU01-05",9001,4326,17275,9829,1,0,4471,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-165,9102,,,,,,,,,
+3276,"WGS 84 / SCAR IMW SU06-10",9001,4326,17276,9829,1,0,4473,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-135,9102,,,,,,,,,
+3277,"WGS 84 / SCAR IMW SU11-15",9001,4326,17277,9829,1,0,4474,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-105,9102,,,,,,,,,
+3278,"WGS 84 / SCAR IMW SU16-20",9001,4326,17278,9829,1,0,4476,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-75,9102,,,,,,,,,
+3279,"WGS 84 / SCAR IMW SU21-25",9001,4326,17279,9829,1,0,4477,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-45,9102,,,,,,,,,
+3280,"WGS 84 / SCAR IMW SU26-30",9001,4326,17280,9829,1,0,4479,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-15,9102,,,,,,,,,
+3281,"WGS 84 / SCAR IMW SU31-35",9001,4326,17281,9829,1,0,4480,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,15,9102,,,,,,,,,
+3282,"WGS 84 / SCAR IMW SU36-40",9001,4326,17282,9829,1,0,4482,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,45,9102,,,,,,,,,
+3283,"WGS 84 / SCAR IMW SU41-45",9001,4326,17283,9829,1,0,4483,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,75,9102,,,,,,,,,
+3284,"WGS 84 / SCAR IMW SU46-50",9001,4326,17284,9829,1,0,4485,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,105,9102,,,,,,,,,
+3285,"WGS 84 / SCAR IMW SU51-55",9001,4326,17285,9829,1,0,4486,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,135,9102,,,,,,,,,
+3286,"WGS 84 / SCAR IMW SU56-60",9001,4326,17286,9829,1,0,4488,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,165,9102,,,,,,,,,
+3287,"WGS 84 / SCAR IMW SV01-10",9001,4326,17287,9829,1,0,4472,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-150,9102,,,,,,,,,
+3288,"WGS 84 / SCAR IMW SV11-20",9001,4326,17288,9829,1,0,4475,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-90,9102,,,,,,,,,
+3289,"WGS 84 / SCAR IMW SV21-30",9001,4326,17289,9829,1,0,4478,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-30,9102,,,,,,,,,
+3290,"WGS 84 / SCAR IMW SV31-40",9001,4326,17290,9829,1,0,4481,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,30,9102,,,,,,,,,
+3291,"WGS 84 / SCAR IMW SV41-50",9001,4326,17291,9829,1,0,4484,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,90,9102,,,,,,,,,
+3292,"WGS 84 / SCAR IMW SV51-60",9001,4326,17292,9829,1,0,4487,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,150,9102,,,,,,,,,
+3293,"WGS 84 / SCAR IMW SW01-60",9001,4326,17293,9829,1,0,4490,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,0,9102,,,,,,,,,
+3294,"WGS 84 / USGS Transantarctic Mountains",9001,4326,17294,9802,1,0,4400,8821,-78,9102,8822,162,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+3295,"Guam 1963 / Yap Islands",9001,4675,15399,9832,1,0,4499,8801,9.324815,9110,8802,138.100748,9110,8806,40000,9001,8807,60000,9001,,,,,,,,,
+3296,"RGPF / UTM zone 5S",9001,4687,16105,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3297,"RGPF / UTM zone 6S",9001,4687,16106,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3298,"RGPF / UTM zone 7S",9001,4687,16107,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3299,"RGPF / UTM zone 8S",9001,4687,16108,9807,1,0,4400,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3300,Estonian Coordinate System of 1992,9001,4133,19938,9802,1,0,4530,8821,57.310319415,9110,8822,24,9110,8823,59.2,9110,8824,58,9110,8826,500000,9001,8827,6375000,9001,,,
+3301,Estonian Coordinate System of 1997,9001,4180,19938,9802,1,0,4530,8821,57.310319415,9110,8822,24,9110,8823,59.2,9110,8824,58,9110,8826,500000,9001,8827,6375000,9001,,,
+3302,"IGN63 Hiva Oa / UTM zone 7S",9001,4689,16107,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3303,"Fatu Iva 72 / UTM zone 7S",9001,4688,16107,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3304,"Tahiti 79 / UTM zone 6S",9001,4690,16106,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3305,"Moorea 87 / UTM zone 6S",9001,4691,16106,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3306,"Maupiti 83 / UTM zone 5S",9001,4692,16105,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3307,"Nakhl-e Ghanem / UTM zone 39N",9001,4693,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3308,"GDA94 / NSW Lambert",9001,4283,17364,9802,1,0,4400,8821,-33.25,9102,8822,147,9102,8823,-30.75,9102,8824,-35.75,9102,8826,9300000,9001,8827,4500000,9001,,,
+3309,"NAD27 / California Albers",9001,4267,10420,9822,1,0,4499,8821,0,9102,8822,-120,9102,8823,34,9102,8824,40.5,9102,8826,0,9001,8827,-4000000,9001,,,
+3310,"NAD83 / California Albers",9001,4269,10420,9822,1,0,4499,8821,0,9102,8822,-120,9102,8823,34,9102,8824,40.5,9102,8826,0,9001,8827,-4000000,9001,,,
+3311,"NAD83(HARN) / California Albers",9001,4152,10420,9822,1,0,4499,8821,0,9102,8822,-120,9102,8823,34,9102,8824,40.5,9102,8826,0,9001,8827,-4000000,9001,,,
+3312,"CSG67 / UTM zone 21N",9001,4623,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3313,"RGFG95 / UTM zone 21N",9001,4624,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3314,"Katanga 1955 / Katanga Lambert",9001,4695,17401,9802,1,0,4400,8821,0,9102,8822,26,9102,8823,-6.5,9102,8824,-11.5,9102,8826,0,9001,8827,0,9001,,,
+3315,"Katanga 1955 / Katanga TM",9001,4695,17402,9807,1,0,4400,8801,-9,9102,8802,26,9102,8805,0.9998,9201,8806,0,9001,8807,0,9001,,,,,,
+3316,"Kasai 1953 / Congo TM zone 22",9001,4696,17422,9807,1,0,4400,8801,0,9102,8802,22,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3317,"Kasai 1953 / Congo TM zone 24",9001,4696,17424,9807,1,0,4400,8801,0,9102,8802,24,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3318,"IGC 1962 / Congo TM zone 12",9001,4697,17412,9807,1,0,4400,8801,0,9102,8802,12,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3319,"IGC 1962 / Congo TM zone 14",9001,4697,17414,9807,1,0,4400,8801,0,9102,8802,14,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3320,"IGC 1962 / Congo TM zone 16",9001,4697,17416,9807,1,0,4400,8801,0,9102,8802,16,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3321,"IGC 1962 / Congo TM zone 18",9001,4697,17418,9807,1,0,4400,8801,0,9102,8802,18,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3322,"IGC 1962 / Congo TM zone 20",9001,4697,17420,9807,1,0,4400,8801,0,9102,8802,20,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3323,"IGC 1962 / Congo TM zone 22",9001,4697,17422,9807,1,0,4400,8801,0,9102,8802,22,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3324,"IGC 1962 / Congo TM zone 24",9001,4697,17424,9807,1,0,4400,8801,0,9102,8802,24,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3325,"IGC 1962 / Congo TM zone 26",9001,4697,17426,9807,1,0,4400,8801,0,9102,8802,26,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3326,"IGC 1962 / Congo TM zone 28",9001,4697,17428,9807,1,0,4400,8801,0,9102,8802,28,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3327,"IGC 1962 / Congo TM zone 30",9001,4697,17430,9807,1,0,4400,8801,0,9102,8802,30,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3328,"Pulkovo 1942(58) / GUGiK-80",9001,4179,18286,9809,1,0,4530,8801,52.1,9110,8802,19.1,9110,8805,0.999714,9201,8806,500000,9001,8807,500000,9001,,,,,,
+3329,"Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 5",9001,4179,16265,9807,1,0,4530,8801,0,9102,8802,15,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+3330,"Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 6",9001,4179,16266,9807,1,0,4530,8801,0,9102,8802,18,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+3331,"Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 7",9001,4179,16267,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+3332,"Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 8",9001,4179,16268,9807,1,0,4530,8801,0,9102,8802,24,9102,8805,1,9201,8806,8500000,9001,8807,0,9001,,,,,,
+3333,"Pulkovo 1942(58) / Gauss-Kruger zone 3",9001,4179,16203,9807,1,0,4530,8801,0,9102,8802,15,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+3334,"Pulkovo 1942(58) / Gauss-Kruger zone 4",9001,4179,16204,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+3335,"Pulkovo 1942(58) / Gauss-Kruger zone 5",9001,4179,16205,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+3336,"IGN 1962 Kerguelen / UTM zone 42S",9001,4698,16142,9807,1,0,4400,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3337,"Le Pouce 1934 / Mauritius Grid",9001,4699,19899,9801,1,0,4400,8801,-20.114225,9110,8802,57.311858,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+3338,"NAD83 / Alaska Albers",9001,4269,15021,9822,1,0,4499,8821,50,9102,8822,-154,9102,8823,55,9102,8824,65,9102,8826,0,9001,8827,0,9001,,,
+3339,"IGCB 1955 / Congo TM zone 12",9001,4701,17412,9807,1,0,4400,8801,0,9102,8802,12,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3340,"IGCB 1955 / Congo TM zone 14",9001,4701,17414,9807,1,0,4400,8801,0,9102,8802,14,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3341,"IGCB 1955 / Congo TM zone 16",9001,4701,17416,9807,1,0,4400,8801,0,9102,8802,16,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3342,"IGCB 1955 / UTM zone 33S",9001,4701,16133,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3343,"Mauritania 1999 / UTM zone 28N",9001,4702,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3344,"Mauritania 1999 / UTM zone 29N",9001,4702,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3345,"Mauritania 1999 / UTM zone 30N",9001,4702,16030,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3346,"LKS94 / Lithuania TM",9001,4669,19934,9807,1,0,4530,8801,0,9102,8802,24,9102,8805,0.9998,9201,8806,500000,9001,8807,0,9001,,,,,,
+3347,"NAD83 / Statistics Canada Lambert",9001,4269,19897,9802,1,0,4400,8821,63.390675,9102,8822,-91.52,9110,8823,49,9102,8824,77,9102,8826,6200000,9001,8827,3000000,9001,,,
+3348,"NAD83(CSRS) / Statistics Canada Lambert",9001,4617,19897,9802,1,0,4400,8821,63.390675,9102,8822,-91.52,9110,8823,49,9102,8824,77,9102,8826,6200000,9001,8827,3000000,9001,,,
+3349,"WGS 84 / PDC Mercator",9001,4326,19898,9804,1,0,4400,8801,0,9102,8802,-150,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+3350,"Pulkovo 1942 / CS63 zone C0",9001,4284,18450,9807,1,0,4530,8801,0.06,9110,8802,21.57,9110,8805,1,9201,8806,250000,9001,8807,0,9001,,,,,,
+3351,"Pulkovo 1942 / CS63 zone C1",9001,4284,18451,9807,1,0,4530,8801,0.06,9110,8802,24.57,9110,8805,1,9201,8806,1250000,9001,8807,0,9001,,,,,,
+3352,"Pulkovo 1942 / CS63 zone C2",9001,4284,18452,9807,1,0,4530,8801,0.06,9110,8802,27.57,9110,8805,1,9201,8806,2250000,9001,8807,0,9001,,,,,,
+3353,"Mhast (onshore) / UTM zone 32S",9001,4704,16132,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3354,"Mhast (offshore) / UTM zone 32S",9001,4705,16132,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3355,"Egypt Gulf of Suez S-650 TL / Red Belt",9001,4706,18072,9807,1,0,4400,8801,30,9102,8802,31,9102,8805,1,9201,8806,615000,9001,8807,810000,9001,,,,,,
+3356,"Grand Cayman 1959 / UTM zone 17N",9001,4723,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3357,"Little Cayman 1961 / UTM zone 17N",9001,4726,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3358,"NAD83(HARN) / North Carolina",9001,4152,13230,9802,1,0,4499,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,609601.22,9001,8827,0,9001,,,
+3359,"NAD83(HARN) / North Carolina (ftUS)",9002,4152,15346,9802,1,1,4495,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,2000000,9003,8827,0,9003,,,
+3360,"NAD83(HARN) / South Carolina",9001,4152,13930,9802,1,0,4499,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,609600,9001,8827,0,9001,,,
+3361,"NAD83(HARN) / South Carolina (ft)",9002,4152,15355,9802,1,0,4495,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,2000000,9002,8827,0,9002,,,
+3362,"NAD83(HARN) / Pennsylvania North",9001,4152,13731,9802,1,0,4499,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,600000,9001,8827,0,9001,,,
+3363,"NAD83(HARN) / Pennsylvania North (ftUS)",9003,4152,15353,9802,1,0,4497,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,1968500,9003,8827,0,9003,,,
+3364,"NAD83(HARN) / Pennsylvania South",9001,4152,13732,9802,1,0,4499,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,600000,9001,8827,0,9001,,,
+3365,"NAD83(HARN) / Pennsylvania South (ftUS)",9003,4152,15354,9802,1,0,4497,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,1968500,9003,8827,0,9003,,,
+3366,Hong Kong 1963 Grid System,9001,4738,19896,9806,1,1,4500,8801,22.184368,9110,8802,114.10428,9110,8806,132033.92,9005,8807,62565.96,9005,,,,,,,,,
+3367,"IGN Astro 1960 / UTM zone 28N",9001,4700,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3368,"IGN Astro 1960 / UTM zone 29N",9001,4700,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3369,"IGN Astro 1960 / UTM zone 30N",9001,4700,16030,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3370,"NAD27 / UTM zone 59N",9001,4267,16059,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3371,"NAD27 / UTM zone 60N",9001,4267,16060,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3372,"NAD83 / UTM zone 59N",9001,4269,16059,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3373,"NAD83 / UTM zone 60N",9001,4269,16060,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3374,"FD54 / UTM zone 29N",9001,4741,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3375,"GDM2000 / Peninsula RSO",9001,4742,19895,9812,1,0,4400,8806,804671,9001,8807,0,9001,8811,4,9110,8812,102.15,9110,8813,323.013286728,9110,8814,323.07483685,9110,8815,0.99984,9201
+3376,"GDM2000 / East Malaysia BRSO",9001,4742,19894,9812,1,0,4400,8806,0,9001,8807,0,9001,8811,4,9110,8812,115,9110,8813,53.185691582,9110,8814,53.07483685,9110,8815,0.99984,9201
+3377,"GDM2000 / Johor Grid",9001,4742,19893,9806,1,0,4400,8801,2.071804708,9110,8802,103.254057045,9110,8806,-14810.562,9001,8807,8758.32,9001,,,,,,,,,
+3378,"GDM2000 / Sembilan and Melaka Grid",9001,4742,19892,9806,1,0,4400,8801,2.405645149,9110,8802,101.582965815,9110,8806,3673.785,9001,8807,-4240.573,9001,,,,,,,,,
+3379,"GDM2000 / PahangGrid",9001,4742,19891,9806,1,0,4400,8801,3.460979712,9110,8802,102.220587634,9110,8806,-7368.228,9001,8807,6485.858,9001,,,,,,,,,
+3380,"GDM2000 / Selangor Grid",9001,4742,19890,9806,1,0,4400,8801,3.410473658,9110,8802,101.232078849,9110,8806,-34836.161,9001,8807,56464.049,9001,,,,,,,,,
+3381,"GDM2000 / Terengganu Grid",9001,4742,19889,9806,1,0,4400,8801,4.583462672,9110,8802,103.041299225,9110,8806,19594.245,9001,8807,3371.895,9001,,,,,,,,,
+3382,"GDM2000 / Pinang Grid",9001,4742,19888,9806,1,0,4400,8801,5.251746315,9110,8802,100.203975707,9110,8806,-23.414,9001,8807,62.283,9001,,,,,,,,,
+3383,"GDM2000 / Kedah and Perlis Grid",9001,4742,19887,9806,1,0,4400,8801,5.575282177,9110,8802,100.3810936,9110,8806,0,9001,8807,0,9001,,,,,,,,,
+3384,"GDM2000 / Perak Grid",9001,4742,19886,9806,1,0,4400,8801,4.513262688,9110,8802,100.485547811,9110,8806,-1.769,9001,8807,133454.779,9001,,,,,,,,,
+3385,"GDM2000 / Kelantan Grid",9001,4742,19885,9806,1,0,4400,8801,5.582115717,9110,8802,102.174287001,9110,8806,13227.851,9001,8807,8739.894,9001,,,,,,,,,
+3386,"KKJ / Finland zone 0",9001,4123,18180,9807,1,0,4530,8801,0,9102,8802,18,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+3387,"KKJ / Finland zone 5",9001,4123,18205,9807,1,0,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+3388,"Pulkovo 1942 / Caspian Sea Mercator",9001,4284,19884,9805,1,0,4534,8802,51,9102,8806,0,9001,8807,0,9001,8823,42,9102,,,,,,,,,
+3389,"Pulkovo 1942 / 3-degree Gauss-Kruger zone 60",9001,4284,16099,9807,1,0,4530,8801,0,9102,8802,180,9102,8805,1,9201,8806,60500000,9001,8807,0,9001,,,,,,
+3390,"Pulkovo 1995 / 3-degree Gauss-Kruger zone 60",9001,4200,16099,9807,1,0,4530,8801,0,9102,8802,180,9102,8805,1,9201,8806,60500000,9001,8807,0,9001,,,,,,
+3391,"Karbala 1979 (Polservice) / UTM zone 37N",9001,4743,16037,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3392,"Karbala 1979 (Polservice) / UTM zone 38N",9001,4743,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3393,"Karbala 1979 (Polservice) / UTM zone 39N",9001,4743,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3394,"Nahrwan 1934 / Iraq zone",9001,4744,19906,9801,1,0,4400,8801,32.3,9110,8802,45,9110,8805,0.9987864078,9201,8806,1500000,9001,8807,1166200,9001,,,,,,
+3395,"WGS 84 / World Mercator",9001,4326,19883,9804,1,0,4400,8801,0,9102,8802,0,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+3396,"PD/83 / Gauss-Kruger zone 3",9001,4746,16263,9807,1,0,4530,8801,0,9102,8802,9,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+3397,"PD/83 / Gauss-Kruger zone 4",9001,4746,16264,9807,1,0,4530,8801,0,9102,8802,12,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+3398,"RD/83 / Gauss-Kruger zone 4",9001,4745,16264,9807,1,0,4530,8801,0,9102,8802,12,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+3399,"RD/83 / Gauss-Kruger zone 5",9001,4745,16265,9807,1,0,4530,8801,0,9102,8802,15,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+3400,"NAD83 / Alberta 10-TM (Forest)",9001,4269,19881,9807,1,0,4400,8801,0,9102,8802,-115,9102,8805,0.9992,9201,8806,500000,9001,8807,0,9001,,,,,,
+3401,"NAD83 / Alberta 10-TM (Resource)",9001,4269,19882,9807,1,0,4400,8801,0,9102,8802,-115,9102,8805,0.9992,9201,8806,0,9001,8807,0,9001,,,,,,
+3402,"NAD83(CSRS) / Alberta 10-TM (Forest)",9001,4617,19881,9807,1,0,4400,8801,0,9102,8802,-115,9102,8805,0.9992,9201,8806,500000,9001,8807,0,9001,,,,,,
+3403,"NAD83(CSRS) / Alberta 10-TM (Resource)",9001,4617,19882,9807,1,0,4400,8801,0,9102,8802,-115,9102,8805,0.9992,9201,8806,0,9001,8807,0,9001,,,,,,
+3404,"NAD83(HARN) / North Carolina (ftUS)",9003,4152,15346,9802,1,0,4497,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,2000000,9003,8827,0,9003,,,
+3405,"VN-2000 / UTM zone 48N",9001,4756,16048,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3406,"VN-2000 / UTM zone 49N",9001,4756,16049,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3407,Hong Kong 1963 Grid System,9005,4738,19896,9806,1,0,4502,8801,22.184368,9110,8802,114.10428,9110,8806,132033.92,9005,8807,62565.96,9005,,,,,,,,,
+3408,NSIDC EASE-Grid North,9001,4053,19867,9821,1,0,4469,8806,0,9001,8807,0,9001,8828,90,9102,8829,0,9102,,,,,,,,,
+3409,NSIDC EASE-Grid South,9001,4053,19868,9821,1,0,4470,8806,0,9001,8807,0,9001,8828,-90,9102,8829,0,9102,,,,,,,,,
+3410,NSIDC EASE-Grid Global,9001,4053,19869,9834,1,0,4499,8802,0,9102,8806,0,9001,8807,0,9001,8823,30,9102,,,,,,,,,
+3411,NSIDC Sea Ice Polar Stereographic North,9001,4054,19865,9829,1,0,4468,8806,0,9001,8807,0,9001,8832,70,9102,8833,-45,9102,,,,,,,,,
+3412,NSIDC Sea Ice Polar Stereographic South,9001,4054,19866,9829,1,0,4470,8806,0,9001,8807,0,9001,8832,-70,9102,8833,0,9102,,,,,,,,,
+3413,"WGS 84 / NSIDC Sea Ice Polar Stereographic North",9001,4326,19865,9829,1,0,4468,8806,0,9001,8807,0,9001,8832,70,9102,8833,-45,9102,,,,,,,,,
+3414,"SVY21 / Singapore TM",9001,4757,19864,9807,1,0,4500,8801,1.22,9110,8802,103.5,9110,8805,1,9201,8806,28001.642,9001,8807,38744.572,9001,,,,,,
+3415,"WGS 72BE / South China Sea Lambert",9001,4324,19863,9802,1,0,4400,8821,21,9102,8822,114,9102,8823,18,9102,8824,24,9102,8826,500000,9001,8827,500000,9001,,,
+3416,"ETRS89 / Austria Lambert",9001,4258,19947,9802,1,0,4530,8821,47.3,9110,8822,13.2,9110,8823,49,9110,8824,46,9110,8826,400000,9001,8827,400000,9001,,,
+3417,"NAD83 / Iowa North (ft US)",9003,4269,15377,9802,1,0,4497,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,4921250,9003,8827,3280833.3333,9003,,,
+3418,"NAD83 / Iowa South (ft US)",9003,4269,15378,9802,1,0,4497,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,1640416.6667,9003,8827,0,9003,,,
+3419,"NAD83 / Kansas North (ft US)",9003,4269,15379,9802,1,0,4497,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,1312333.3333,9003,8827,0,9003,,,
+3420,"NAD83 / Kansas South (ft US)",9003,4269,15380,9802,1,0,4497,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
+3421,"NAD83 / Nevada East (ft US)",9003,4269,15381,9807,1,0,4497,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,656166.6667,9003,8807,26246666.6667,9003,,,,,,
+3422,"NAD83 / Nevada Central (ft US)",9003,4269,15382,9807,1,0,4497,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,1640416.6667,9003,8807,19685000,9003,,,,,,
+3423,"NAD83 / Nevada West (ft US)",9003,4269,15383,9807,1,0,4497,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,2624666.6667,9003,8807,13123333.3333,9003,,,,,,
+3424,"NAD83 / New Jersey (ft US)",9003,4269,15384,9807,1,0,4497,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
+3425,"NAD83(HARN) / Iowa North (ft US)",9003,4152,15377,9802,1,0,4497,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,4921250,9003,8827,3280833.3333,9003,,,
+3426,"NAD83(HARN) / Iowa South (ft US)",9003,4152,15378,9802,1,0,4497,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,1640416.6667,9003,8827,0,9003,,,
+3427,"NAD83(HARN) / Kansas North (ft US)",9003,4152,15379,9802,1,0,4497,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,1312333.3333,9003,8827,0,9003,,,
+3428,"NAD83(HARN) / Kansas South (ft US)",9003,4152,15380,9802,1,0,4497,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
+3429,"NAD83(HARN) / Nevada East (ft US)",9003,4152,15381,9807,1,0,4497,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,656166.6667,9003,8807,26246666.6667,9003,,,,,,
+3430,"NAD83(HARN) / Nevada Central (ft US)",9003,4152,15382,9807,1,0,4497,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,1640416.6667,9003,8807,19685000,9003,,,,,,
+3431,"NAD83(HARN) / Nevada West (ft US)",9003,4152,15383,9807,1,0,4497,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,2624666.6667,9003,8807,13123333.3333,9003,,,,,,
+3432,"NAD83(HARN) / New Jersey (ft US)",9003,4152,15384,9807,1,0,4497,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
+3433,"NAD83 / Arkansas North (ftUS)",9003,4269,15385,9802,1,0,4497,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,1312333.3333,9003,8827,0,9003,,,
+3434,"NAD83 / Arkansas South (ftUS)",9003,4269,15386,9802,1,0,4497,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
+3435,"NAD83 / Illinois East (ftUS)",9003,4269,15387,9807,1,0,4497,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,984250,9003,8807,0,9003,,,,,,
+3436,"NAD83 / Illinois West (ftUS)",9003,4269,15388,9807,1,0,4497,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,2296583.3333,9003,8807,0,9003,,,,,,
+3437,"NAD83 / New Hampshire (ftUS)",9003,4269,15389,9807,1,0,4497,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,984250,9003,8807,0,9003,,,,,,
+3438,"NAD83 / Rhode Island (ftUS)",9003,4269,15390,9807,1,0,4497,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,328083.3333,9003,8807,0,9003,,,,,,
+3439,"PSD93 / UTM zone 39N",9001,4134,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3440,"PSD93 / UTM zone 40N",9001,4134,16040,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3441,"NAD83(HARN) / Arkansas North (ftUS)",9003,4152,15385,9802,1,0,4497,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,1312333.3333,9003,8827,0,9003,,,
+3442,"NAD83(HARN) / Arkansas South (ftUS)",9003,4152,15386,9802,1,0,4497,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
+3443,"NAD83(HARN) / Illinois East (ftUS)",9003,4152,15387,9807,1,0,4497,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,984250,9003,8807,0,9003,,,,,,
+3444,"NAD83(HARN) / Illinois West (ftUS)",9003,4152,15388,9807,1,0,4497,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,2296583.3333,9003,8807,0,9003,,,,,,
+3445,"NAD83(HARN) / New Hampshire (ftUS)",9003,4152,15389,9807,1,0,4497,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,984250,9003,8807,0,9003,,,,,,
+3446,"NAD83(HARN) / Rhode Island (ftUS)",9003,4152,15390,9807,1,0,4497,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,328083.3333,9003,8807,0,9003,,,,,,
+3447,"ETRS89 / Belgian Lambert 2005",9001,4258,19862,9802,1,0,4499,8821,50.4752134,9110,8822,4.2133177,9110,8823,49.5,9110,8824,51.1,9110,8826,150328,9001,8827,166262,9001,,,
+3448,"JAD2001 / Jamaica Metric Grid",9001,4758,19860,9801,1,0,4400,8801,18,9102,8802,-77,9102,8805,1,9201,8806,750000,9001,8807,650000,9001,,,,,,
+3449,"JAD2001 / UTM zone 17N",9001,4758,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3450,"JAD2001 / UTM zone 18N",9001,4758,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3451,"NAD83 / Louisiana North (ftUS)",9003,4269,15391,9802,1,0,4497,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
+3452,"NAD83 / Louisiana South (ftUS)",9003,4269,15392,9802,1,0,4497,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,3280833.3333,9003,8827,0,9003,,,
+3453,"NAD83 / Louisiana Offshore (ftUS)",9003,4269,15393,9802,1,0,4497,8821,25.3,9110,8822,-91.2,9110,8823,27.5,9110,8824,26.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
+3454,"NAD83 / South Dakota North (ftUS)",9003,4269,15395,9802,1,0,4497,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
+3455,"NAD83 / South Dakota South (ftUS)",9003,4269,15395,9802,1,0,4497,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
+3456,"NAD83(HARN) / Louisiana North (ftUS)",9003,4152,15391,9802,1,0,4497,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
+3457,"NAD83(HARN) / Louisiana South (ftUS)",9003,4152,15392,9802,1,0,4497,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,3280833.3333,9003,8827,0,9003,,,
+3458,"NAD83(HARN) / South Dakota North (ftUS)",9003,4152,15394,9802,1,0,4497,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,1968500,9003,8827,0,9003,,,
+3459,"NAD83(HARN) / South Dakota South (ftUS)",9003,4152,15395,9802,1,0,4497,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
+3460,"Fiji 1986 / Fiji Map Grid",9001,4720,19859,9807,1,0,4400,8801,-17,9110,8802,178.45,9110,8805,0.99985,9201,8806,2000000,9001,8807,4000000,9001,,,,,,
+3461,"Dabola 1981 / UTM zone 28N",9001,4155,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3462,"Dabola 1981 / UTM zone 29N",9001,4155,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3463,"NAD83 / Maine CS2000 Central",9001,4269,11854,9807,1,0,4499,8801,43.3,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
+3464,"NAD83(HARN) / Maine CS2000 Central",9001,4152,11854,9807,1,0,4499,8801,43.3,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
+3465,"NAD83(NSRS2007) / Alabama East",9001,4759,10131,9807,1,0,4499,8801,30.3,9110,8802,-85.5,9110,8805,0.99996,9201,8806,200000,9001,8807,0,9001,,,,,,
+3466,"NAD83(NSRS2007) / Alabama West",9001,4759,10132,9807,1,0,4499,8801,30,9110,8802,-87.3,9110,8805,0.999933333,9201,8806,600000,9001,8807,0,9001,,,,,,
+3467,"NAD83(NSRS2007) / Alaska Albers",9001,4759,15021,9822,1,0,4499,8821,50,9102,8822,-154,9102,8823,55,9102,8824,65,9102,8826,0,9001,8827,0,9001,,,
+3468,"NAD83(NSRS2007) / Alaska zone 1",9001,4759,15031,9812,1,0,4499,8806,5000000,9001,8807,-5000000,9001,8811,57,9110,8812,-133.4,9110,8813,323.07483685,9110,8814,323.07483685,9110,8815,0.9999,9201
+3469,"NAD83(NSRS2007) / Alaska zone 2",9001,4759,15032,9807,1,0,4499,8801,54,9102,8802,-142,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+3470,"NAD83(NSRS2007) / Alaska zone 3",9001,4759,15033,9807,1,0,4499,8801,54,9102,8802,-146,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+3471,"NAD83(NSRS2007) / Alaska zone 4",9001,4759,15034,9807,1,0,4499,8801,54,9102,8802,-150,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+3472,"NAD83(NSRS2007) / Alaska zone 5",9001,4759,15035,9807,1,0,4499,8801,54,9102,8802,-154,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+3473,"NAD83(NSRS2007) / Alaska zone 6",9001,4759,15036,9807,1,0,4499,8801,54,9102,8802,-158,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+3474,"NAD83(NSRS2007) / Alaska zone 7",9001,4759,15037,9807,1,0,4499,8801,54,9102,8802,-162,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+3475,"NAD83(NSRS2007) / Alaska zone 8",9001,4759,15038,9807,1,0,4499,8801,54,9102,8802,-166,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+3476,"NAD83(NSRS2007) / Alaska zone 9",9001,4759,15039,9807,1,0,4499,8801,54,9102,8802,-170,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+3477,"NAD83(NSRS2007) / Alaska zone 10",9001,4759,15040,9802,1,0,4499,8821,51,9110,8822,-176,9110,8823,53.5,9110,8824,51.5,9110,8826,1000000,9001,8827,0,9001,,,
+3478,"NAD83(NSRS2007) / Arizona Central",9001,4759,10232,9807,1,0,4499,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
+3479,"NAD83(NSRS2007) / Arizona Central (ft)",9002,4759,15305,9807,1,0,4495,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
+3480,"NAD83(NSRS2007) / Arizona East",9001,4759,10231,9807,1,0,4499,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
+3481,"NAD83(NSRS2007) / Arizona East (ft)",9002,4759,15304,9807,1,0,4495,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,700000,9002,8807,0,9002,,,,,,
+3482,"NAD83(NSRS2007) / Arizona West",9001,4759,10233,9807,1,0,4499,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,213360,9001,8807,0,9001,,,,,,
+3483,"NAD83(NSRS2007) / Arizona West (ft)",9002,4759,15306,9807,1,0,4495,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,700000,9002,8807,0,9002,,,,,,
+3484,"NAD83(NSRS2007) / Arkansas North",9001,4759,10331,9802,1,0,4499,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,400000,9001,8827,0,9001,,,
+3485,"NAD83(NSRS2007) / Arkansas North (ftUS)",9003,4759,15385,9802,1,0,4497,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,1312333.3333,9003,8827,0,9003,,,
+3486,"NAD83(NSRS2007) / Arkansas South",9001,4759,10332,9802,1,0,4499,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,400000,9001,8827,400000,9001,,,
+3487,"NAD83(NSRS2007) / Arkansas South (ftUS)",9003,4759,15386,9802,1,0,4497,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
+3488,"NAD83(NSRS2007) / California Albers",9001,4759,10420,9822,1,0,4499,8821,0,9102,8822,-120,9102,8823,34,9102,8824,40.5,9102,8826,0,9001,8827,-4000000,9001,,,
+3489,"NAD83(NSRS2007) / California zone 1",9001,4759,10431,9802,1,0,4499,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,2000000,9001,8827,500000,9001,,,
+3490,"NAD83(NSRS2007) / California zone 1 (ftUS)",9003,4759,15307,9802,1,0,4497,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+3491,"NAD83(NSRS2007) / California zone 2",9001,4759,10432,9802,1,0,4499,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,2000000,9001,8827,500000,9001,,,
+3492,"NAD83(NSRS2007) / California zone 2 (ftUS)",9003,4759,15308,9802,1,0,4497,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+3493,"NAD83(NSRS2007) / California zone 3",9001,4759,10433,9802,1,0,4499,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,2000000,9001,8827,500000,9001,,,
+3494,"NAD83(NSRS2007) / California zone 3 (ftUS)",9003,4759,15309,9802,1,0,4497,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+3495,"NAD83(NSRS2007) / California zone 4",9001,4759,10434,9802,1,0,4499,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,2000000,9001,8827,500000,9001,,,
+3496,"NAD83(NSRS2007) / California zone 4 (ftUS)",9003,4759,15310,9802,1,0,4497,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+3497,"NAD83(NSRS2007) / California zone 5",9001,4759,10435,9802,1,0,4499,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,2000000,9001,8827,500000,9001,,,
+3498,"NAD83(NSRS2007) / California zone 5 (ftUS)",9003,4759,15311,9802,1,0,4497,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+3499,"NAD83(NSRS2007) / California zone 6",9001,4759,10436,9802,1,0,4499,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,2000000,9001,8827,500000,9001,,,
+3500,"NAD83(NSRS2007) / California zone 6 (ftUS)",9003,4759,15312,9802,1,0,4497,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,6561666.667,9003,8827,1640416.667,9003,,,
+3501,"NAD83(NSRS2007) / Colorado Central",9001,4759,10532,9802,1,0,4499,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
+3502,"NAD83(NSRS2007) / Colorado Central (ftUS)",9003,4759,15314,9802,1,0,4497,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,3000000,9003,8827,1000000,9003,,,
+3503,"NAD83(NSRS2007) / Colorado North",9001,4759,10531,9802,1,0,4499,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
+3504,"NAD83(NSRS2007) / Colorado North (ftUS)",9003,4759,15313,9802,1,0,4497,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,3000000,9003,8827,1000000,9003,,,
+3505,"NAD83(NSRS2007) / Colorado South",9001,4759,10533,9802,1,0,4499,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
+3506,"NAD83(NSRS2007) / Colorado South (ftUS)",9003,4759,15315,9802,1,0,4497,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,3000000,9003,8827,1000000,9003,,,
+3507,"NAD83(NSRS2007) / Connecticut",9001,4759,10630,9802,1,0,4499,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,304800.6096,9001,8827,152400.3048,9001,,,
+3508,"NAD83(NSRS2007) / Connecticut (ftUS)",9003,4759,15316,9802,1,0,4497,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,1000000,9003,8827,500000,9003,,,
+3509,"NAD83(NSRS2007) / Delaware",9001,4759,10730,9807,1,0,4499,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,200000,9001,8807,0,9001,,,,,,
+3510,"NAD83(NSRS2007) / Delaware (ftUS)",9003,4759,15317,9807,1,0,4497,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+3511,"NAD83(NSRS2007) / Florida East",9001,4759,10931,9807,1,0,4499,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
+3512,"NAD83(NSRS2007) / Florida East (ftUS)",9003,4759,15318,9807,1,0,4497,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+3513,"NAD83(NSRS2007) / Florida GDL Albers",9001,4759,10934,9822,1,0,4499,8821,24,9110,8822,-84,9110,8823,24,9110,8824,31.3,9110,8826,400000,9001,8827,0,9001,,,
+3514,"NAD83(NSRS2007) / Florida North",9001,4759,10933,9802,1,0,4499,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,600000,9001,8827,0,9001,,,
+3515,"NAD83(NSRS2007) / Florida North (ftUS)",9003,4759,15320,9802,1,0,4497,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,1968500,9003,8827,0,9003,,,
+3516,"NAD83(NSRS2007) / Florida West",9001,4759,10932,9807,1,0,4499,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
+3517,"NAD83(NSRS2007) / Florida West (ftUS)",9003,4759,15319,9807,1,0,4497,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+3518,"NAD83(NSRS2007) / Georgia East",9001,4759,11031,9807,1,0,4499,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+3519,"NAD83(NSRS2007) / Georgia East (ftUS)",9003,4759,15321,9807,1,0,4497,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+3520,"NAD83(NSRS2007) / Georgia West",9001,4759,11032,9807,1,0,4499,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,700000,9001,8807,0,9001,,,,,,
+3521,"NAD83(NSRS2007) / Georgia West (ftUS)",9003,4759,15322,9807,1,0,4497,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
+3522,"NAD83(NSRS2007) / Idaho Central",9001,4759,11132,9807,1,0,4499,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,500000,9001,8807,0,9001,,,,,,
+3523,"NAD83(NSRS2007) / Idaho Central (ftUS)",9003,4759,15324,9807,1,0,4497,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
+3524,"NAD83(NSRS2007) / Idaho East",9001,4759,11131,9807,1,0,4499,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,200000,9001,8807,0,9001,,,,,,
+3525,"NAD83(NSRS2007) / Idaho East (ftUS)",9003,4759,15323,9807,1,0,4497,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,656166.667,9003,8807,0,9003,,,,,,
+3526,"NAD83(NSRS2007) / Idaho West",9001,4759,11133,9807,1,0,4499,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,800000,9001,8807,0,9001,,,,,,
+3527,"NAD83(NSRS2007) / Idaho West (ftUS)",9003,4759,15325,9807,1,0,4497,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,2624666.667,9003,8807,0,9003,,,,,,
+3528,"NAD83(NSRS2007) / Illinois East",9001,4759,11231,9807,1,0,4499,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,300000,9001,8807,0,9001,,,,,,
+3529,"NAD83(NSRS2007) / Illinois East (ftUS)",9003,4759,15387,9807,1,0,4497,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,984250,9003,8807,0,9003,,,,,,
+3530,"NAD83(NSRS2007) / Illinois West",9001,4759,11232,9807,1,0,4499,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,700000,9001,8807,0,9001,,,,,,
+3531,"NAD83(NSRS2007) / Illinois West (ftUS)",9003,4759,15388,9807,1,0,4497,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,2296583.3333,9003,8807,0,9003,,,,,,
+3532,"NAD83(NSRS2007) / Indiana East",9001,4759,11331,9807,1,0,4499,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,100000,9001,8807,250000,9001,,,,,,
+3533,"NAD83(NSRS2007) / Indiana East (ftUS)",9003,4759,15372,9807,1,0,4497,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,328083.333,9003,8807,820208.333,9003,,,,,,
+3534,"NAD83(NSRS2007) / Indiana West",9001,4759,11332,9807,1,0,4499,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,900000,9001,8807,250000,9001,,,,,,
+3535,"NAD83(NSRS2007) / Indiana West (ftUS)",9003,4759,15373,9807,1,0,4497,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,2952750,9003,8807,820208.333,9003,,,,,,
+3536,"NAD83(NSRS2007) / Iowa North",9001,4759,11431,9802,1,0,4499,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,1500000,9001,8827,1000000,9001,,,
+3537,"NAD83(NSRS2007) / Iowa North (ft US)",9003,4759,15377,9802,1,0,4497,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,4921250,9003,8827,3280833.3333,9003,,,
+3538,"NAD83(NSRS2007) / Iowa South",9001,4759,11432,9802,1,0,4499,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,500000,9001,8827,0,9001,,,
+3539,"NAD83(NSRS2007) / Iowa South (ft US)",9003,4759,15378,9802,1,0,4497,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,1640416.6667,9003,8827,0,9003,,,
+3540,"NAD83(NSRS2007) / Kansas North",9001,4759,11531,9802,1,0,4499,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,400000,9001,8827,0,9001,,,
+3541,"NAD83(NSRS2007) / Kansas North (ft US)",9003,4759,15379,9802,1,0,4497,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,1312333.3333,9003,8827,0,9003,,,
+3542,"NAD83(NSRS2007) / Kansas South",9001,4759,11532,9802,1,0,4499,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,400000,9001,8827,400000,9001,,,
+3543,"NAD83(NSRS2007) / Kansas South (ft US)",9003,4759,15380,9802,1,0,4497,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,1312333.3333,9003,8827,1312333.3333,9003,,,
+3544,"NAD83(NSRS2007) / Kentucky North",9001,4759,15303,9802,1,0,4499,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,500000,9001,8827,0,9001,,,
+3545,"NAD83(NSRS2007) / Kentucky North (ftUS)",9003,4759,15328,9802,1,0,4497,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,1640416.667,9003,8827,0,9003,,,
+3546,"NAD83(NSRS2007) / Kentucky Single Zone",9001,4759,11630,9802,1,0,4499,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,1500000,9001,8827,1000000,9001,,,
+3547,"NAD83(NSRS2007) / Kentucky Single Zone (ftUS)",9003,4759,15375,9802,1,0,4497,8821,36.2,9110,8822,-85.45,9110,8823,37.05,9110,8824,38.4,9110,8826,4921250,9003,8827,3280833.333,9003,,,
+3548,"NAD83(NSRS2007) / Kentucky South",9001,4759,11632,9802,1,0,4499,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,500000,9001,8827,500000,9001,,,
+3549,"NAD83(NSRS2007) / Kentucky South (ftUS)",9003,4759,15329,9802,1,0,4497,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,1640416.667,9003,8827,1640416.667,9003,,,
+3550,"NAD83(NSRS2007) / Louisiana North",9001,4759,11731,9802,1,0,4499,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,1000000,9001,8827,0,9001,,,
+3551,"NAD83(NSRS2007) / Louisiana North (ftUS)",9003,4759,15391,9802,1,0,4497,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
+3552,"NAD83(NSRS2007) / Louisiana South",9001,4759,11732,9802,1,0,4499,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,1000000,9001,8827,0,9001,,,
+3553,"NAD83(NSRS2007) / Louisiana South (ftUS)",9003,4759,15392,9802,1,0,4497,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,3280833.3333,9003,8827,0,9003,,,
+3554,"NAD83(NSRS2007) / Maine CS2000 Central",9001,4759,11854,9807,1,0,4499,8801,43.3,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
+3555,"NAD83(NSRS2007) / Maine CS2000 East",9001,4759,11851,9807,1,0,4499,8801,43.5,9110,8802,-67.523,9110,8805,0.99998,9201,8806,700000,9001,8807,0,9001,,,,,,
+3556,"NAD83(NSRS2007) / Maine CS2000 West",9001,4759,11853,9807,1,0,4499,8801,42.5,9110,8802,-70.223,9110,8805,0.99998,9201,8806,300000,9001,8807,0,9001,,,,,,
+3557,"NAD83(NSRS2007) / Maine East",9001,4759,11831,9807,1,0,4499,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,300000,9001,8807,0,9001,,,,,,
+3558,"NAD83(NSRS2007) / Maine West",9001,4759,11832,9807,1,0,4499,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,900000,9001,8807,0,9001,,,,,,
+3559,"NAD83(NSRS2007) / Maryland",9001,4759,11930,9802,1,0,4499,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,400000,9001,8827,0,9001,,,
+3560,"NAD83 / Utah North (ftUS)",9003,4269,15297,9802,0,0,4497,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640416.6667,9003,8827,3280833.3333,9003,,,
+3561,"Old Hawaiian / Hawaii zone 1",9003,4135,15101,9807,1,0,4497,8801,18.5,9110,8802,-155.3,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
+3562,"Old Hawaiian / Hawaii zone 2",9003,4135,15102,9807,1,0,4497,8801,20.2,9110,8802,-156.4,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
+3563,"Old Hawaiian / Hawaii zone 3",9003,4135,15103,9807,1,0,4497,8801,21.1,9110,8802,-158,9110,8805,0.99999,9201,8806,500000,9003,8807,0,9003,,,,,,
+3564,"Old Hawaiian / Hawaii zone 4",9003,4135,15104,9807,1,0,4497,8801,21.5,9110,8802,-159.3,9110,8805,0.99999,9201,8806,500000,9003,8807,0,9003,,,,,,
+3565,"Old Hawaiian / Hawaii zone 5",9003,4135,15105,9807,1,0,4497,8801,21.4,9110,8802,-160.1,9110,8805,1,9201,8806,500000,9003,8807,0,9003,,,,,,
+3566,"NAD83 / Utah Central (ftUS)",9003,4269,15298,9802,0,0,4497,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640416.6667,9003,8827,6561666.6667,9003,,,
+3567,"NAD83 / Utah South (ftUS)",9003,4269,15299,9802,0,0,4497,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640416.6667,9003,8827,9842500,9003,,,
+3568,"NAD83(HARN) / Utah North (ftUS)",9003,4152,15297,9802,0,0,4497,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640416.6667,9003,8827,3280833.3333,9003,,,
+3569,"NAD83(HARN) / Utah Central (ftUS)",9003,4152,15298,9802,0,0,4497,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640416.6667,9003,8827,6561666.6667,9003,,,
+3570,"NAD83(HARN) / Utah South (ftUS)",9003,4152,15299,9802,0,0,4497,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640416.6667,9003,8827,9842500,9003,,,
+3571,"WGS 84 / North Pole LAEA Bering Sea",9001,4326,17295,9820,1,0,4464,8801,90,9102,8802,180,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+3572,"WGS 84 / North Pole LAEA Alaska",9001,4326,17296,9820,1,0,4467,8801,90,9102,8802,-150,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+3573,"WGS 84 / North Pole LAEA Canada",9001,4326,17297,9820,1,0,4466,8801,90,9102,8802,-100,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+3574,"WGS 84 / North Pole LAEA Atlantic",9001,4326,17298,9820,1,0,4465,8801,90,9102,8802,-40,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+3575,"WGS 84 / North Pole LAEA Europe",9001,4326,17299,9820,1,0,4463,8801,90,9102,8802,10,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+3576,"WGS 84 / North Pole LAEA Russia",9001,4326,17300,9820,1,0,4462,8801,90,9102,8802,90,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+3577,"GDA94 / Australian Albers",9001,4283,17365,9822,1,0,4400,8821,0,9102,8822,132,9102,8823,-18,9102,8824,-36,9102,8826,0,9001,8827,0,9001,,,
+3578,"NAD83 / Yukon Albers",9001,4269,19858,9822,1,0,4400,8821,59,9110,8822,-132.3,9110,8823,61.4,9110,8824,68,9110,8826,500000,9001,8827,500000,9001,,,
+3579,"NAD83(CSRS) / Yukon Albers",9001,4617,19858,9822,1,0,4400,8821,59,9110,8822,-132.3,9110,8823,61.4,9110,8824,68,9110,8826,500000,9001,8827,500000,9001,,,
+3580,"NAD83 / NWT Lambert",9001,4269,19857,9802,1,0,4400,8821,0,9102,8822,-112,9102,8823,62,9102,8824,70,9102,8826,0,9001,8827,0,9001,,,
+3581,"NAD83(CSRS) / NWT Lambert",9001,4617,19857,9802,1,0,4400,8821,0,9102,8822,-112,9102,8823,62,9102,8824,70,9102,8826,0,9001,8827,0,9001,,,
+3582,"NAD83(NSRS2007) / Maryland (ftUS)",9003,4759,15330,9802,1,0,4497,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,1312333.333,9003,8827,0,9003,,,
+3583,"NAD83(NSRS2007) / Massachusetts Island",9001,4759,12032,9802,1,0,4499,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,500000,9001,8827,0,9001,,,
+3584,"NAD83(NSRS2007) / Massachusetts Island (ftUS)",9003,4759,15332,9802,1,0,4497,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,1640416.667,9003,8827,0,9003,,,
+3585,"NAD83(NSRS2007) / Massachusetts Mainland",9001,4759,12031,9802,1,0,4499,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,200000,9001,8827,750000,9001,,,
+3586,"NAD83(NSRS2007) / Massachusetts Mainland (ftUS)",9003,4759,15331,9802,1,0,4497,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,656166.667,9003,8827,2460625,9003,,,
+3587,"NAD83(NSRS2007) / Michigan Central",9001,4759,12142,9802,1,0,4499,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,6000000,9001,8827,0,9001,,,
+3588,"NAD83(NSRS2007) / Michigan Central (ft)",9002,4759,15334,9802,1,0,4495,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,19685039.37,9002,8827,0,9002,,,
+3589,"NAD83(NSRS2007) / Michigan North",9001,4759,12141,9802,1,0,4499,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,8000000,9001,8827,0,9001,,,
+3590,"NAD83(NSRS2007) / Michigan North (ft)",9002,4759,15333,9802,1,0,4495,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,26246719.16,9002,8827,0,9002,,,
+3591,"NAD83(NSRS2007) / Michigan Oblique Mercator",9001,4759,12150,9812,1,0,4499,8806,2546731.496,9001,8807,-4354009.816,9001,8811,45.1833,9110,8812,-86,9110,8813,337.25556,9102,8814,337.25556,9102,8815,0.9996,9201
+3592,"NAD83(NSRS2007) / Michigan South",9001,4759,12143,9802,1,0,4499,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,4000000,9001,8827,0,9001,,,
+3593,"NAD83(NSRS2007) / Michigan South (ft)",9002,4759,15335,9802,1,0,4495,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,13123359.58,9002,8827,0,9002,,,
+3594,"NAD83(NSRS2007) / Minnesota Central",9001,4759,12232,9802,1,0,4499,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,800000,9001,8827,100000,9001,,,
+3595,"NAD83(NSRS2007) / Minnesota North",9001,4759,12231,9802,1,0,4499,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,800000,9001,8827,100000,9001,,,
+3596,"NAD83(NSRS2007) / Minnesota South",9001,4759,12233,9802,1,0,4499,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,800000,9001,8827,100000,9001,,,
+3597,"NAD83(NSRS2007) / Mississippi East",9001,4759,12331,9807,1,0,4499,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,300000,9001,8807,0,9001,,,,,,
+3598,"NAD83(NSRS2007) / Mississippi East (ftUS)",9003,4759,15336,9807,1,0,4497,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,984250,9003,8807,0,9003,,,,,,
+3599,"NAD83(NSRS2007) / Mississippi West",9001,4759,12332,9807,1,0,4499,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,700000,9001,8807,0,9001,,,,,,
+3600,"NAD83(NSRS2007) / Mississippi West (ftUS)",9003,4759,15337,9807,1,0,4497,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,2296583.333,9003,8807,0,9003,,,,,,
+3601,"NAD83(NSRS2007) / Missouri Central",9001,4759,12432,9807,1,0,4499,8801,35.5,9110,8802,-92.3,9110,8805,0.999933333,9201,8806,500000,9001,8807,0,9001,,,,,,
+3602,"NAD83(NSRS2007) / Missouri East",9001,4759,12431,9807,1,0,4499,8801,35.5,9110,8802,-90.3,9110,8805,0.999933333,9201,8806,250000,9001,8807,0,9001,,,,,,
+3603,"NAD83(NSRS2007) / Missouri West",9001,4759,12433,9807,1,0,4499,8801,36.1,9110,8802,-94.3,9110,8805,0.999941177,9201,8806,850000,9001,8807,0,9001,,,,,,
+3604,"NAD83(NSRS2007) / Montana",9001,4759,12530,9802,1,0,4499,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,600000,9001,8827,0,9001,,,
+3605,"NAD83(NSRS2007) / Montana (ft)",9002,4759,15338,9802,1,0,4495,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,1968503.937,9002,8827,0,9002,,,
+3606,"NAD83(NSRS2007) / Nebraska",9001,4759,12630,9802,1,0,4499,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,500000,9001,8827,0,9001,,,
+3607,"NAD83(NSRS2007) / Nevada Central",9001,4759,12732,9807,1,0,4499,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,500000,9001,8807,6000000,9001,,,,,,
+3608,"NAD83(NSRS2007) / Nevada Central (ft US)",9003,4759,15382,9807,1,0,4497,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,1640416.6667,9003,8807,19685000,9003,,,,,,
+3609,"NAD83(NSRS2007) / Nevada East",9001,4759,12731,9807,1,0,4499,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,200000,9001,8807,8000000,9001,,,,,,
+3610,"NAD83(NSRS2007) / Nevada East (ft US)",9003,4759,15381,9807,1,0,4497,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,656166.6667,9003,8807,26246666.6667,9003,,,,,,
+3611,"NAD83(NSRS2007) / Nevada West",9001,4759,12733,9807,1,0,4499,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,800000,9001,8807,4000000,9001,,,,,,
+3612,"NAD83(NSRS2007) / Nevada West (ft US)",9003,4759,15383,9807,1,0,4497,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,2624666.6667,9003,8807,13123333.3333,9003,,,,,,
+3613,"NAD83(NSRS2007) / New Hampshire",9001,4759,12830,9807,1,0,4499,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,300000,9001,8807,0,9001,,,,,,
+3614,"NAD83(NSRS2007) / New Hampshire (ftUS)",9003,4759,15389,9807,1,0,4497,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,984250,9003,8807,0,9003,,,,,,
+3615,"NAD83(NSRS2007) / New Jersey",9001,4759,12930,9807,1,0,4499,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
+3616,"NAD83(NSRS2007) / New Jersey (ft US)",9003,4759,15384,9807,1,0,4497,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
+3617,"NAD83(NSRS2007) / New Mexico Central",9001,4759,13032,9807,1,0,4499,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+3618,"NAD83(NSRS2007) / New Mexico Central (ftUS)",9003,4759,15340,9807,1,0,4497,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,1640416.667,9003,8807,0,9003,,,,,,
+3619,"NAD83(NSRS2007) / New Mexico East",9001,4759,13031,9807,1,0,4499,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,165000,9001,8807,0,9001,,,,,,
+3620,"NAD83(NSRS2007) / New Mexico East (ftUS)",9003,4759,15339,9807,1,0,4497,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,541337.5,9003,8807,0,9003,,,,,,
+3621,"NAD83(NSRS2007) / New Mexico West",9001,4759,13033,9807,1,0,4499,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,830000,9001,8807,0,9001,,,,,,
+3622,"NAD83(NSRS2007) / New Mexico West (ftUS)",9003,4759,15341,9807,1,0,4497,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,2723091.667,9003,8807,0,9003,,,,,,
+3623,"NAD83(NSRS2007) / New York Central",9001,4759,13132,9807,1,0,4499,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,250000,9001,8807,0,9001,,,,,,
+3624,"NAD83(NSRS2007) / New York Central (ftUS)",9003,4759,15343,9807,1,0,4497,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,820208.333,9003,8807,0,9003,,,,,,
+3625,"NAD83(NSRS2007) / New York East",9001,4759,13131,9807,1,0,4499,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
+3626,"NAD83(NSRS2007) / New York East (ftUS)",9003,4759,15342,9807,1,0,4497,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,492125,9003,8807,0,9003,,,,,,
+3627,"NAD83(NSRS2007) / New York Long Island",9001,4759,13134,9802,1,0,4499,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,300000,9001,8827,0,9001,,,
+3628,"NAD83(NSRS2007) / New York Long Island (ftUS)",9003,4759,15345,9802,1,0,4497,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,984250,9003,8827,0,9003,,,
+3629,"NAD83(NSRS2007) / New York West",9001,4759,13133,9807,1,0,4499,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,350000,9001,8807,0,9001,,,,,,
+3630,"NAD83(NSRS2007) / New York West (ftUS)",9003,4759,15344,9807,1,0,4497,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,1148291.667,9003,8807,0,9003,,,,,,
+3631,"NAD83(NSRS2007) / North Carolina",9001,4759,13230,9802,1,0,4499,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,609601.22,9001,8827,0,9001,,,
+3632,"NAD83(NSRS2007) / North Carolina (ftUS)",9003,4759,15346,9802,1,0,4497,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,2000000,9003,8827,0,9003,,,
+3633,"NAD83(NSRS2007) / North Dakota North",9001,4759,13331,9802,1,0,4499,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,600000,9001,8827,0,9001,,,
+3634,"NAD83(NSRS2007) / North Dakota North (ft)",9002,4759,15347,9802,1,0,4495,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,1968503.937,9002,8827,0,9002,,,
+3635,"NAD83(NSRS2007) / North Dakota South",9001,4759,13332,9802,1,0,4499,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,600000,9001,8827,0,9001,,,
+3636,"NAD83(NSRS2007) / North Dakota South (ft)",9002,4759,15348,9802,1,0,4495,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,1968503.937,9002,8827,0,9002,,,
+3637,"NAD83(NSRS2007) / Ohio North",9001,4759,13431,9802,1,0,4499,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,600000,9001,8827,0,9001,,,
+3638,"NAD83(NSRS2007) / Ohio South",9001,4759,13432,9802,1,0,4499,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,600000,9001,8827,0,9001,,,
+3639,"NAD83(NSRS2007) / Oklahoma North",9001,4759,13531,9802,1,0,4499,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,600000,9001,8827,0,9001,,,
+3640,"NAD83(NSRS2007) / Oklahoma North (ftUS)",9003,4759,15349,9802,1,0,4497,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,1968500,9003,8827,0,9003,,,
+3641,"NAD83(NSRS2007) / Oklahoma South",9001,4759,13532,9802,1,0,4499,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,600000,9001,8827,0,9001,,,
+3642,"NAD83(NSRS2007) / Oklahoma South (ftUS)",9003,4759,15350,9802,1,0,4497,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,1968500,9003,8827,0,9003,,,
+3643,"NAD83(NSRS2007) / Oregon Lambert",9001,4759,13633,9802,1,0,4499,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,400000,9001,8827,0,9001,,,
+3644,"NAD83(NSRS2007) / Oregon Lambert (ft)",9002,4759,15374,9802,1,0,4495,8821,41.45,9110,8822,-120.3,9110,8823,43,9110,8824,45.3,9110,8826,1312335.958,9002,8827,0,9002,,,
+3645,"NAD83(NSRS2007) / Oregon North",9001,4759,13631,9802,1,0,4499,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,2500000,9001,8827,0,9001,,,
+3646,"NAD83(NSRS2007) / Oregon North (ft)",9002,4759,15351,9802,1,0,4495,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,8202099.738,9002,8827,0,9002,,,
+3647,"NAD83(NSRS2007) / Oregon South",9001,4759,13632,9802,1,0,4499,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,1500000,9001,8827,0,9001,,,
+3648,"NAD83(NSRS2007) / Oregon South (ft)",9002,4759,15352,9802,1,0,4495,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,4921259.843,9002,8827,0,9002,,,
+3649,"NAD83(NSRS2007) / Pennsylvania North",9001,4759,13731,9802,1,0,4499,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,600000,9001,8827,0,9001,,,
+3650,"NAD83(NSRS2007) / Pennsylvania North (ftUS)",9003,4759,15353,9802,1,0,4497,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,1968500,9003,8827,0,9003,,,
+3651,"NAD83(NSRS2007) / Pennsylvania South",9001,4759,13732,9802,1,0,4499,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,600000,9001,8827,0,9001,,,
+3652,"NAD83(NSRS2007) / Pennsylvania South (ftUS)",9003,4759,15354,9802,1,0,4497,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,1968500,9003,8827,0,9003,,,
+3653,"NAD83(NSRS2007) / Rhode Island",9001,4759,13830,9807,1,0,4499,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,100000,9001,8807,0,9001,,,,,,
+3654,"NAD83(NSRS2007) / Rhode Island (ftUS)",9003,4759,15390,9807,1,0,4497,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,328083.3333,9003,8807,0,9003,,,,,,
+3655,"NAD83(NSRS2007) / South Carolina",9001,4759,13930,9802,1,0,4499,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,609600,9001,8827,0,9001,,,
+3656,"NAD83(NSRS2007) / South Carolina (ft)",9002,4759,15355,9802,1,0,4495,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,2000000,9002,8827,0,9002,,,
+3657,"NAD83(NSRS2007) / South Dakota North",9001,4759,14031,9802,1,0,4499,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,600000,9001,8827,0,9001,,,
+3658,"NAD83(NSRS2007) / South Dakota North (ftUS)",9003,4759,15394,9802,1,0,4497,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,1968500,9003,8827,0,9003,,,
+3659,"NAD83(NSRS2007) / South Dakota South",9001,4759,14032,9802,1,0,4499,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,600000,9001,8827,0,9001,,,
+3660,"NAD83(NSRS2007) / South Dakota South (ftUS)",9003,4759,15395,9802,1,0,4497,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
+3661,"NAD83(NSRS2007) / Tennessee",9001,4759,14130,9802,1,0,4499,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,600000,9001,8827,0,9001,,,
+3662,"NAD83(NSRS2007) / Tennessee (ftUS)",9003,4759,15356,9802,1,0,4497,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,1968500,9003,8827,0,9003,,,
+3663,"NAD83(NSRS2007) / Texas Central",9001,4759,14233,9802,1,0,4499,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,700000,9001,8827,3000000,9001,,,
+3664,"NAD83(NSRS2007) / Texas Central (ftUS)",9003,4759,15359,9802,1,0,4497,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,2296583.333,9003,8827,9842500,9003,,,
+3665,"NAD83(NSRS2007) / Texas Centric Albers Equal Area",9001,4759,14254,9822,1,0,4499,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,6000000,9001,,,
+3666,"NAD83(NSRS2007) / Texas Centric Lambert Conformal",9001,4759,14253,9802,1,0,4499,8821,18,9110,8822,-100,9110,8823,27.3,9110,8824,35,9110,8826,1500000,9001,8827,5000000,9001,,,
+3667,"NAD83(NSRS2007) / Texas North",9001,4759,14231,9802,1,0,4499,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,200000,9001,8827,1000000,9001,,,
+3668,"NAD83(NSRS2007) / Texas North (ftUS)",9003,4759,15357,9802,1,0,4497,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,656166.667,9003,8827,3280833.333,9003,,,
+3669,"NAD83(NSRS2007) / Texas North Central",9001,4759,14232,9802,1,0,4499,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,600000,9001,8827,2000000,9001,,,
+3670,"NAD83(NSRS2007) / Texas North Central (ftUS)",9003,4759,15358,9802,1,0,4497,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,1968500,9003,8827,6561666.667,9003,,,
+3671,"NAD83(NSRS2007) / Texas South",9001,4759,14235,9802,1,0,4499,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,300000,9001,8827,5000000,9001,,,
+3672,"NAD83(NSRS2007) / Texas South (ftUS)",9003,4759,15361,9802,1,0,4497,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,984250,9003,8827,16404166.667,9003,,,
+3673,"NAD83(NSRS2007) / Texas South Central",9001,4759,14234,9802,1,0,4499,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,600000,9001,8827,4000000,9001,,,
+3674,"NAD83(NSRS2007) / Texas South Central (ftUS)",9003,4759,15360,9802,1,0,4497,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,1968500,9003,8827,13123333.333,9003,,,
+3675,"NAD83(NSRS2007) / Utah Central",9001,4759,14332,9802,1,0,4499,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,500000,9001,8827,2000000,9001,,,
+3676,"NAD83(NSRS2007) / Utah Central (ft)",9002,4759,15363,9802,0,0,4495,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640419.948,9002,8827,6561679.79,9002,,,
+3677,"NAD83(NSRS2007) / Utah Central (ftUS)",9003,4759,15298,9802,0,0,4497,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,1640416.6667,9003,8827,6561666.6667,9003,,,
+3678,"NAD83(NSRS2007) / Utah North",9001,4759,14331,9802,1,0,4499,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,500000,9001,8827,1000000,9001,,,
+3679,"NAD83(NSRS2007) / Utah North (ft)",9002,4759,15362,9802,0,0,4495,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640419.948,9002,8827,3280839.895,9002,,,
+3680,"NAD83(NSRS2007) / Utah North (ftUS)",9003,4759,15297,9802,0,0,4497,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,1640416.6667,9003,8827,3280833.3333,9003,,,
+3681,"NAD83(NSRS2007) / Utah South",9001,4759,14333,9802,1,0,4499,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,500000,9001,8827,3000000,9001,,,
+3682,"NAD83(NSRS2007) / Utah South (ft)",9002,4759,15364,9802,0,0,4495,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640419.948,9002,8827,9842519.685,9002,,,
+3683,"NAD83(NSRS2007) / Utah South (ftUS)",9003,4759,15299,9802,0,0,4497,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,1640416.6667,9003,8827,9842500,9003,,,
+3684,"NAD83(NSRS2007) / Vermont",9001,4759,14430,9807,1,0,4499,8801,42.3,9110,8802,-72.3,9110,8805,0.999964286,9201,8806,500000,9001,8807,0,9001,,,,,,
+3685,"NAD83(NSRS2007) / Virginia North",9001,4759,14531,9802,1,0,4499,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,3500000,9001,8827,2000000,9001,,,
+3686,"NAD83(NSRS2007) / Virginia North (ftUS)",9003,4759,15365,9802,1,0,4497,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,11482916.667,9003,8827,6561666.667,9003,,,
+3687,"NAD83(NSRS2007) / Virginia South",9001,4759,14532,9802,1,0,4499,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,3500000,9001,8827,1000000,9001,,,
+3688,"NAD83(NSRS2007) / Virginia South (ftUS)",9003,4759,15366,9802,1,0,4497,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,11482916.667,9003,8827,3280833.333,9003,,,
+3689,"NAD83(NSRS2007) / Washington North",9001,4759,14631,9802,1,0,4499,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,500000,9001,8827,0,9001,,,
+3690,"NAD83(NSRS2007) / Washington North (ftUS)",9003,4759,15367,9802,1,0,4497,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,1640416.667,9003,8827,0,9003,,,
+3691,"NAD83(NSRS2007) / Washington South",9001,4759,14632,9802,1,0,4499,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,500000,9001,8827,0,9001,,,
+3692,"NAD83(NSRS2007) / Washington South (ftUS)",9003,4759,15368,9802,1,0,4497,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,1640416.667,9003,8827,0,9003,,,
+3693,"NAD83(NSRS2007) / West Virginia North",9001,4759,14731,9802,1,0,4499,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,600000,9001,8827,0,9001,,,
+3694,"NAD83(NSRS2007) / West Virginia South",9001,4759,14732,9802,1,0,4499,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,600000,9001,8827,0,9001,,,
+3695,"NAD83(NSRS2007) / Wisconsin Central",9001,4759,14832,9802,1,0,4499,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,600000,9001,8827,0,9001,,,
+3696,"NAD83(NSRS2007) / Wisconsin Central (ftUS)",9003,4759,15370,9802,1,0,4497,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,1968500,9003,8827,0,9003,,,
+3697,"NAD83(NSRS2007) / Wisconsin North",9001,4759,14831,9802,1,0,4499,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,600000,9001,8827,0,9001,,,
+3698,"NAD83(NSRS2007) / Wisconsin North (ftUS)",9003,4759,15369,9802,1,0,4497,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,1968500,9003,8827,0,9003,,,
+3699,"NAD83(NSRS2007) / Wisconsin South",9001,4759,14833,9802,1,0,4499,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,600000,9001,8827,0,9001,,,
+3700,"NAD83(NSRS2007) / Wisconsin South (ftUS)",9003,4759,15371,9802,1,0,4497,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,1968500,9003,8827,0,9003,,,
+3701,"NAD83(NSRS2007) / Wisconsin Transverse Mercator",9001,4759,14841,9807,1,0,4499,8801,0,9102,8802,-90,9102,8805,0.9996,9201,8806,520000,9001,8807,-4480000,9001,,,,,,
+3702,"NAD83(NSRS2007) / Wyoming East",9001,4759,14931,9807,1,0,4499,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,200000,9001,8807,0,9001,,,,,,
+3703,"NAD83(NSRS2007) / Wyoming East Central",9001,4759,14932,9807,1,0,4499,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,400000,9001,8807,100000,9001,,,,,,
+3704,"NAD83(NSRS2007) / Wyoming West Central",9001,4759,14933,9807,1,0,4499,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,600000,9001,8807,0,9001,,,,,,
+3705,"NAD83(NSRS2007) / Wyoming West",9001,4759,14934,9807,1,0,4499,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,800000,9001,8807,100000,9001,,,,,,
+3706,"NAD83(NSRS2007) / UTM zone 59N",9001,4759,16059,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3707,"NAD83(NSRS2007) / UTM zone 60N",9001,4759,16060,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3708,"NAD83(NSRS2007) / UTM zone 1N",9001,4759,16001,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3709,"NAD83(NSRS2007) / UTM zone 2N",9001,4759,16002,9807,1,0,4400,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3710,"NAD83(NSRS2007) / UTM zone 3N",9001,4759,16003,9807,1,0,4400,8801,0,9102,8802,-165,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3711,"NAD83(NSRS2007) / UTM zone 4N",9001,4759,16004,9807,1,0,4400,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3712,"NAD83(NSRS2007) / UTM zone 5N",9001,4759,16005,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3713,"NAD83(NSRS2007) / UTM zone 6N",9001,4759,16006,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3714,"NAD83(NSRS2007) / UTM zone 7N",9001,4759,16007,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3715,"NAD83(NSRS2007) / UTM zone 8N",9001,4759,16008,9807,1,0,4400,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3716,"NAD83(NSRS2007) / UTM zone 9N",9001,4759,16009,9807,1,0,4400,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3717,"NAD83(NSRS2007) / UTM zone 10N",9001,4759,16010,9807,1,0,4400,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3718,"NAD83(NSRS2007) / UTM zone 11N",9001,4759,16011,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3719,"NAD83(NSRS2007) / UTM zone 12N",9001,4759,16012,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3720,"NAD83(NSRS2007) / UTM zone 13N",9001,4759,16013,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3721,"NAD83(NSRS2007) / UTM zone 14N",9001,4759,16014,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3722,"NAD83(NSRS2007) / UTM zone 15N",9001,4759,16015,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3723,"NAD83(NSRS2007) / UTM zone 16N",9001,4759,16016,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3724,"NAD83(NSRS2007) / UTM zone 17N",9001,4759,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3725,"NAD83(NSRS2007) / UTM zone 18N",9001,4759,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3726,"NAD83(NSRS2007) / UTM zone 19N",9001,4759,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3727,"Reunion 1947 / TM Reunion",9001,4626,19856,9807,1,0,4499,8801,-21.07,9110,8802,55.32,9110,8805,1,9201,8806,160000,9001,8807,50000,9001,,,,,,
+3728,"NAD83(NSRS2007) / Ohio North (ftUS)",9003,4759,13433,9802,1,0,4497,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,1968500,9003,8827,0,9003,,,
+3729,"NAD83(NSRS2007) / Ohio South (ftUS)",9003,4759,13434,9802,1,0,4497,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,1968500,9003,8827,0,9003,,,
+3730,"NAD83(NSRS2007) / Wyoming East (ftUS)",9003,4759,14935,9807,1,0,4497,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,656166.6667,9003,8807,0,9003,,,,,,
+3731,"NAD83(NSRS2007) / Wyoming East Central (ftUS)",9003,4759,14936,9807,1,0,4497,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,1312333.3333,9003,8807,328083.3333,9003,,,,,,
+3732,"NAD83(NSRS2007) / Wyoming West Central (ftUS)",9003,4759,14937,9807,1,0,4497,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,1968500,9003,8807,0,9003,,,,,,
+3733,"NAD83(NSRS2007) / Wyoming West (ftUS)",9003,4759,14938,9807,1,0,4497,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,2624666.6667,9003,8807,328083.3333,9003,,,,,,
+3734,"NAD83 / Ohio North (ftUS)",9003,4269,13433,9802,1,0,4497,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,1968500,9003,8827,0,9003,,,
+3735,"NAD83 / Ohio South (ftUS)",9003,4269,13434,9802,1,0,4497,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,1968500,9003,8827,0,9003,,,
+3736,"NAD83 / Wyoming East (ftUS)",9003,4269,14935,9807,1,0,4497,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,656166.6667,9003,8807,0,9003,,,,,,
+3737,"NAD83 / Wyoming East Central (ftUS)",9003,4269,14936,9807,1,0,4497,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,1312333.3333,9003,8807,328083.3333,9003,,,,,,
+3738,"NAD83 / Wyoming West Central (ftUS)",9003,4269,14937,9807,1,0,4497,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,1968500,9003,8807,0,9003,,,,,,
+3739,"NAD83 / Wyoming West (ftUS)",9003,4269,14938,9807,1,0,4497,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,2624666.6667,9003,8807,328083.3333,9003,,,,,,
+3740,"NAD83(HARN) / UTM zone 10N",9001,4152,16010,9807,1,0,4400,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3741,"NAD83(HARN) / UTM zone 11N",9001,4152,16011,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3742,"NAD83(HARN) / UTM zone 12N",9001,4152,16012,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3743,"NAD83(HARN) / UTM zone 13N",9001,4152,16013,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3744,"NAD83(HARN) / UTM zone 14N",9001,4152,16014,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3745,"NAD83(HARN) / UTM zone 15N",9001,4152,16015,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3746,"NAD83(HARN) / UTM zone 16N",9001,4152,16016,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3747,"NAD83(HARN) / UTM zone 17N",9001,4152,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3748,"NAD83(HARN) / UTM zone 18N",9001,4152,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3749,"NAD83(HARN) / UTM zone 19N",9001,4152,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3750,"NAD83(HARN) / UTM zone 4N",9001,4152,16004,9807,1,0,4400,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3751,"NAD83(HARN) / UTM zone 5N",9001,4152,16005,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3752,"WGS 84 / Mercator 41",9001,4326,19855,9804,1,0,4499,8801,-41,9102,8802,100,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+3753,"NAD83(HARN) / Ohio North (ftUS)",9003,4152,13433,9802,1,0,4497,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,1968500,9003,8827,0,9003,,,
+3754,"NAD83(HARN) / Ohio South (ftUS)",9003,4152,13434,9802,1,0,4497,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,1968500,9003,8827,0,9003,,,
+3755,"NAD83(HARN) / Wyoming East (ftUS)",9003,4152,14935,9807,1,0,4497,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,656166.6667,9003,8807,0,9003,,,,,,
+3756,"NAD83(HARN) / Wyoming East Central (ftUS)",9003,4152,14936,9807,1,0,4497,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,1312333.3333,9003,8807,328083.3333,9003,,,,,,
+3757,"NAD83(HARN) / Wyoming West Central (ftUS)",9003,4152,14937,9807,1,0,4497,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,1968500,9003,8807,0,9003,,,,,,
+3758,"NAD83(HARN) / Wyoming West (ftUS)",9003,4152,14938,9807,1,0,4497,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,2624666.6667,9003,8807,328083.3333,9003,,,,,,
+3759,"NAD83 / Hawaii zone 3 (ftUS)",9003,4269,15138,9807,1,0,4497,8801,21.1,9110,8802,-158,9110,8805,0.99999,9201,8806,1640416.6667,9003,8807,0,9003,,,,,,
+3760,"NAD83(HARN) / Hawaii zone 3 (ftUS)",9003,4152,15138,9807,1,0,4497,8801,21.1,9110,8802,-158,9110,8805,0.99999,9201,8806,1640416.6667,9003,8807,0,9003,,,,,,
+3761,"NAD83(CSRS) / UTM zone 22N",9001,4617,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3762,"WGS 84 / South Georgia Lambert",9001,4326,19854,9802,1,0,4400,8821,-55,9102,8822,-37,9102,8823,-54,9110,8824,-54.45,9110,8826,0,9001,8827,0,9001,,,
+3763,"ETRS89 / Portugal TM06",9001,4258,19853,9807,1,0,4499,8801,39.400573,9110,8802,-8.075919,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+3764,"NZGD2000 / Chatham Island Circuit 2000",9001,4167,17959,9807,1,0,4500,8801,-44,9110,8802,-176.3,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+3765,"HTRS96 / Croatia TM",9001,4761,19851,9807,1,0,4400,8801,0,9102,8802,16.5,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+3766,"HTRS96 / Croatia LCC",9001,4761,19852,9802,1,0,4400,8821,0,9102,8822,16.3,9110,8823,45.55,9110,8824,43.05,9110,8826,0,9001,8827,0,9001,,,
+3767,"HTRS96 / UTM zone 33N",9001,4761,16033,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3768,"HTRS96 / UTM zone 34N",9001,4761,16034,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3769,"Bermuda 1957 / UTM zone 20N",9001,4216,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3770,"BDA2000 / Bermuda 2000 National Grid",9001,4762,19849,9807,1,0,4400,8801,32,9110,8802,-64.45,9110,8805,1,9201,8806,550000,9001,8807,100000,9001,,,,,,
+3771,"NAD27 / Alberta 3TM ref merid 111 W",9001,4267,17722,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3772,"NAD27 / Alberta 3TM ref merid 114 W",9001,4267,17723,9807,1,0,4400,8801,0,9102,8802,-114,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3773,"NAD27 / Alberta 3TM ref merid 117 W",9001,4267,17724,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3774,"NAD27 / Alberta 3TM ref merid 120 W",9001,4267,17725,9807,1,1,4400,8801,0,9102,8802,-120,9102,8805,0.9999,9001,8806,0,9001,8807,0,9001,,,,,,
+3775,"NAD83 / Alberta 3TM ref merid 111 W",9001,4269,17722,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3776,"NAD83 / Alberta 3TM ref merid 114 W",9001,4269,17723,9807,1,0,4400,8801,0,9102,8802,-114,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3777,"NAD83 / Alberta 3TM ref merid 117 W",9001,4269,17724,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3778,"NAD83 / Alberta 3TM ref merid 120 W",9001,4269,17725,9807,1,1,4400,8801,0,9102,8802,-120,9102,8805,0.9999,9001,8806,0,9001,8807,0,9001,,,,,,
+3779,"NAD83(CSRS) / Alberta 3TM ref merid 111 W",9001,4617,17722,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3780,"NAD83(CSRS) / Alberta 3TM ref merid 114 W",9001,4617,17723,9807,1,0,4400,8801,0,9102,8802,-114,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3781,"NAD83(CSRS) / Alberta 3TM ref merid 117 W",9001,4617,17724,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3782,"NAD83(CSRS) / Alberta 3TM ref merid 120 W",9001,4617,17725,9807,1,1,4400,8801,0,9102,8802,-120,9102,8805,0.9999,9001,8806,0,9001,8807,0,9001,,,,,,
+3783,"Pitcairn 2006 / Pitcairn TM 2006",9001,4763,19848,9807,1,0,4400,8801,-25.04067894,9110,8802,-130.06466816,9110,8805,1,9201,8806,14200,9001,8807,15500,9001,,,,,,
+3784,"Pitcairn 1967 / UTM zone 9S",9001,4729,16109,9807,1,0,4400,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+3785,"Popular Visualisation CRS / Mercator",9001,4055,19847,9841,1,0,4499,8801,0,9102,8802,0,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+3786,"World Equidistant Cylindrical (Sphere)",9001,4047,19968,9823,1,0,4499,8801,0,9102,8802,0,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+3787,"MGI / Slovene National Grid",9001,4312,19845,9807,1,0,4498,8801,0,9102,8802,15,9102,8805,0.9999,9201,8806,500000,9001,8807,-5000000,9001,,,,,,
+3788,"NZGD2000 / Auckland Islands TM 2000",9001,4167,17960,9807,1,0,4500,8801,0,9102,8802,166,9102,8805,1,9201,8806,3500000,9001,8807,10000000,9001,,,,,,
+3789,"NZGD2000 / Campbell Island TM 2000",9001,4167,17961,9807,1,0,4500,8801,0,9102,8802,169,9102,8805,1,9201,8806,3500000,9001,8807,10000000,9001,,,,,,
+3790,"NZGD2000 / Antipodes Islands TM 2000",9001,4167,17962,9807,1,0,4500,8801,0,9102,8802,179,9102,8805,1,9201,8806,3500000,9001,8807,10000000,9001,,,,,,
+3791,"NZGD2000 / Raoul Island TM 2000",9001,4167,17963,9807,1,0,4500,8801,0,9102,8802,-178,9102,8805,1,9201,8806,3500000,9001,8807,10000000,9001,,,,,,
+3793,"NZGD2000 / Chatham Islands TM 2000",9001,4167,17965,9807,1,0,4500,8801,0,9110,8802,-176.3,9110,8805,1,9201,8806,3500000,9001,8807,10000000,9001,,,,,,
+3794,"Slovenia 1996 / Slovene National Grid",9001,4765,19845,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9999,9201,8806,500000,9001,8807,-5000000,9001,,,,,,
+3795,"NAD27 / Cuba Norte",9001,4267,18063,9802,1,0,4532,8821,22.21,9110,8822,-81,9110,8823,23,9110,8824,21.42,9110,8826,500000,9001,8827,280296.016,9001,,,
+3796,"NAD27 / Cuba Sur",9001,4267,18064,9802,1,0,4532,8821,20.43,9110,8822,-76.5,9110,8823,21.18,9110,8824,20.08,9110,8826,500000,9001,8827,229126.939,9001,,,
+3797,"NAD27 / MTQ Lambert",9001,4267,19844,9802,1,0,4499,8821,44,9102,8822,-70,9102,8823,50,9102,8824,46,9102,8826,800000,9001,8827,0,9001,,,
+3798,"NAD83 / MTQ Lambert",9001,4269,19844,9802,1,0,4499,8821,44,9102,8822,-70,9102,8823,50,9102,8824,46,9102,8826,800000,9001,8827,0,9001,,,
+3799,"NAD83(CSRS) / MTQ Lambert",9001,4617,19844,9802,1,0,4499,8821,44,9102,8822,-70,9102,8823,50,9102,8824,46,9102,8826,800000,9001,8827,0,9001,,,
+3800,"NAD27 / Alberta 3TM ref merid 120 W",9001,4267,17726,9807,1,0,4400,8801,0,9102,8802,-120,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3801,"NAD83 / Alberta 3TM ref merid 120 W",9001,4269,17726,9807,1,0,4400,8801,0,9102,8802,-120,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3802,"NAD83(CSRS) / Alberta 3TM ref merid 120 W",9001,4617,17726,9807,1,0,4400,8801,0,9102,8802,-120,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+3920,"Puerto Rico / UTM zone 20N",9001,4139,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+3942,"RGF93 / CC42",9001,4171,18101,9802,1,0,4499,8821,42,9102,8822,3,9102,8823,41.25,9102,8824,42.75,9102,8826,1700000,9001,8827,1200000,9001,,,
+3943,"RGF93 / CC43",9001,4171,18102,9802,1,0,4499,8821,43,9102,8822,3,9102,8823,42.25,9102,8824,43.75,9102,8826,1700000,9001,8827,2200000,9001,,,
+3944,"RGF93 / CC44",9001,4171,18103,9802,1,0,4499,8821,44,9102,8822,3,9102,8823,43.25,9102,8824,44.75,9102,8826,1700000,9001,8827,3200000,9001,,,
+3945,"RGF93 / CC45",9001,4171,18104,9802,1,0,4499,8821,45,9102,8822,3,9102,8823,44.25,9102,8824,45.75,9102,8826,1700000,9001,8827,4200000,9001,,,
+3946,"RGF93 / CC46",9001,4171,18105,9802,1,0,4499,8821,46,9102,8822,3,9102,8823,45.25,9102,8824,46.75,9102,8826,1700000,9001,8827,5200000,9001,,,
+3947,"RGF93 / CC47",9001,4171,18106,9802,1,0,4499,8821,47,9102,8822,3,9102,8823,46.25,9102,8824,47.75,9102,8826,1700000,9001,8827,6200000,9001,,,
+3948,"RGF93 / CC48",9001,4171,18107,9802,1,0,4499,8821,48,9102,8822,3,9102,8823,47.25,9102,8824,48.75,9102,8826,1700000,9001,8827,7200000,9001,,,
+3949,"RGF93 / CC49",9001,4171,18108,9802,1,0,4499,8821,49,9102,8822,3,9102,8823,48.25,9102,8824,49.75,9102,8826,1700000,9001,8827,8200000,9001,,,
+3950,"RGF93 / CC50",9001,4171,18109,9802,1,0,4499,8821,50,9102,8822,3,9102,8823,49.25,9102,8824,50.75,9102,8826,1700000,9001,8827,9200000,9001,,,
+3991,Puerto Rico State Plane CS of 1927,9003,4139,15201,9802,1,0,4497,8821,17.5,9110,8822,-66.26,9110,8823,18.26,9110,8824,18.02,9110,8826,500000,9003,8827,0,9003,,,
+3992,"Puerto Rico / St. Croix",9003,4139,15202,9802,1,0,4497,8821,17.5,9110,8822,-66.26,9110,8823,18.26,9110,8824,18.02,9110,8826,500000,9003,8827,100000,9003,,,
+3993,"Guam 1963 / Guam SPCS",9001,4675,15400,9831,1,0,4499,8801,13.282087887,9110,8802,144.445550254,9110,8806,50000,9001,8807,50000,9001,,,,,,,,,
+5819,EPSG topocentric example A,9001,4979,15594,9837,1,0,4461,8834,55,9102,8835,5,9102,8836,0,9001,,,,,,,,,,,,
+5820,EPSG topocentric example B,9001,4978,15595,9836,1,0,4461,8837,3771793.97,9001,8838,140253.34,9001,8839,5124304.35,9001,,,,,,,,,,,,
+5821,EPSG vertical perspective example,9001,5819,19850,9838,1,0,4461,8834,55,9102,8835,5,9102,8836,200,9001,8840,5900,9036,,,,,,,,,
+20004,"Pulkovo 1995 / Gauss-Kruger zone 4",9001,4200,16204,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+20005,"Pulkovo 1995 / Gauss-Kruger zone 5",9001,4200,16205,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+20006,"Pulkovo 1995 / Gauss-Kruger zone 6",9001,4200,16206,9807,1,0,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+20007,"Pulkovo 1995 / Gauss-Kruger zone 7",9001,4200,16207,9807,1,0,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+20008,"Pulkovo 1995 / Gauss-Kruger zone 8",9001,4200,16208,9807,1,0,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,8500000,9001,8807,0,9001,,,,,,
+20009,"Pulkovo 1995 / Gauss-Kruger zone 9",9001,4200,16209,9807,1,0,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,9500000,9001,8807,0,9001,,,,,,
+20010,"Pulkovo 1995 / Gauss-Kruger zone 10",9001,4200,16210,9807,1,0,4530,8801,0,9102,8802,57,9102,8805,1,9201,8806,10500000,9001,8807,0,9001,,,,,,
+20011,"Pulkovo 1995 / Gauss-Kruger zone 11",9001,4200,16211,9807,1,0,4530,8801,0,9102,8802,63,9102,8805,1,9201,8806,11500000,9001,8807,0,9001,,,,,,
+20012,"Pulkovo 1995 / Gauss-Kruger zone 12",9001,4200,16212,9807,1,0,4530,8801,0,9102,8802,69,9102,8805,1,9201,8806,12500000,9001,8807,0,9001,,,,,,
+20013,"Pulkovo 1995 / Gauss-Kruger zone 13",9001,4200,16213,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,13500000,9001,8807,0,9001,,,,,,
+20014,"Pulkovo 1995 / Gauss-Kruger zone 14",9001,4200,16214,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,14500000,9001,8807,0,9001,,,,,,
+20015,"Pulkovo 1995 / Gauss-Kruger zone 15",9001,4200,16215,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,15500000,9001,8807,0,9001,,,,,,
+20016,"Pulkovo 1995 / Gauss-Kruger zone 16",9001,4200,16216,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,16500000,9001,8807,0,9001,,,,,,
+20017,"Pulkovo 1995 / Gauss-Kruger zone 17",9001,4200,16217,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,17500000,9001,8807,0,9001,,,,,,
+20018,"Pulkovo 1995 / Gauss-Kruger zone 18",9001,4200,16218,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,18500000,9001,8807,0,9001,,,,,,
+20019,"Pulkovo 1995 / Gauss-Kruger zone 19",9001,4200,16219,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,19500000,9001,8807,0,9001,,,,,,
+20020,"Pulkovo 1995 / Gauss-Kruger zone 20",9001,4200,16220,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,20500000,9001,8807,0,9001,,,,,,
+20021,"Pulkovo 1995 / Gauss-Kruger zone 21",9001,4200,16221,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,21500000,9001,8807,0,9001,,,,,,
+20022,"Pulkovo 1995 / Gauss-Kruger zone 22",9001,4200,16222,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,22500000,9001,8807,0,9001,,,,,,
+20023,"Pulkovo 1995 / Gauss-Kruger zone 23",9001,4200,16223,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,23500000,9001,8807,0,9001,,,,,,
+20024,"Pulkovo 1995 / Gauss-Kruger zone 24",9001,4200,16224,9807,1,0,4530,8801,0,9102,8802,141,9102,8805,1,9201,8806,24500000,9001,8807,0,9001,,,,,,
+20025,"Pulkovo 1995 / Gauss-Kruger zone 25",9001,4200,16225,9807,1,0,4530,8801,0,9102,8802,147,9102,8805,1,9201,8806,25500000,9001,8807,0,9001,,,,,,
+20026,"Pulkovo 1995 / Gauss-Kruger zone 26",9001,4200,16226,9807,1,0,4530,8801,0,9102,8802,153,9102,8805,1,9201,8806,26500000,9001,8807,0,9001,,,,,,
+20027,"Pulkovo 1995 / Gauss-Kruger zone 27",9001,4200,16227,9807,1,0,4530,8801,0,9102,8802,159,9102,8805,1,9201,8806,27500000,9001,8807,0,9001,,,,,,
+20028,"Pulkovo 1995 / Gauss-Kruger zone 28",9001,4200,16228,9807,1,0,4530,8801,0,9102,8802,165,9102,8805,1,9201,8806,28500000,9001,8807,0,9001,,,,,,
+20029,"Pulkovo 1995 / Gauss-Kruger zone 29",9001,4200,16229,9807,1,0,4530,8801,0,9102,8802,171,9102,8805,1,9201,8806,29500000,9001,8807,0,9001,,,,,,
+20030,"Pulkovo 1995 / Gauss-Kruger zone 30",9001,4200,16230,9807,1,0,4530,8801,0,9102,8802,177,9102,8805,1,9201,8806,30500000,9001,8807,0,9001,,,,,,
+20031,"Pulkovo 1995 / Gauss-Kruger zone 31",9001,4200,16231,9807,1,0,4530,8801,0,9102,8802,-177,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
+20032,"Pulkovo 1995 / Gauss-Kruger zone 32",9001,4200,16232,9807,1,0,4530,8801,0,9102,8802,-171,9102,8805,1,9201,8806,32500000,9001,8807,0,9001,,,,,,
+20064,"Pulkovo 1995 / Gauss-Kruger 4N",9001,4200,16304,9807,1,1,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20065,"Pulkovo 1995 / Gauss-Kruger 5N",9001,4200,16305,9807,1,1,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20066,"Pulkovo 1995 / Gauss-Kruger 6N",9001,4200,16306,9807,1,1,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20067,"Pulkovo 1995 / Gauss-Kruger 7N",9001,4200,16307,9807,1,1,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20068,"Pulkovo 1995 / Gauss-Kruger 8N",9001,4200,16308,9807,1,1,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20069,"Pulkovo 1995 / Gauss-Kruger 9N",9001,4200,16309,9807,1,1,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20070,"Pulkovo 1995 / Gauss-Kruger 10N",9001,4200,16310,9807,1,1,4530,8801,0,9102,8802,57,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20071,"Pulkovo 1995 / Gauss-Kruger 11N",9001,4200,16311,9807,1,1,4530,8801,0,9102,8802,63,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20072,"Pulkovo 1995 / Gauss-Kruger 12N",9001,4200,16312,9807,1,1,4530,8801,0,9102,8802,69,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20073,"Pulkovo 1995 / Gauss-Kruger 13N",9001,4200,16313,9807,1,1,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20074,"Pulkovo 1995 / Gauss-Kruger 14N",9001,4200,16314,9807,1,1,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20075,"Pulkovo 1995 / Gauss-Kruger 15N",9001,4200,16315,9807,1,1,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20076,"Pulkovo 1995 / Gauss-Kruger 16N",9001,4200,16316,9807,1,1,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20077,"Pulkovo 1995 / Gauss-Kruger 17N",9001,4200,16317,9807,1,1,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20078,"Pulkovo 1995 / Gauss-Kruger 18N",9001,4200,16318,9807,1,1,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20079,"Pulkovo 1995 / Gauss-Kruger 19N",9001,4200,16319,9807,1,1,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20080,"Pulkovo 1995 / Gauss-Kruger 20N",9001,4200,16320,9807,1,1,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20081,"Pulkovo 1995 / Gauss-Kruger 21N",9001,4200,16321,9807,1,1,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20082,"Pulkovo 1995 / Gauss-Kruger 22N",9001,4200,16322,9807,1,1,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20083,"Pulkovo 1995 / Gauss-Kruger 23N",9001,4200,16323,9807,1,1,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20084,"Pulkovo 1995 / Gauss-Kruger 24N",9001,4200,16324,9807,1,1,4530,8801,0,9102,8802,141,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20085,"Pulkovo 1995 / Gauss-Kruger 25N",9001,4200,16325,9807,1,1,4530,8801,0,9102,8802,147,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20086,"Pulkovo 1995 / Gauss-Kruger 26N",9001,4200,16326,9807,1,1,4530,8801,0,9102,8802,153,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20087,"Pulkovo 1995 / Gauss-Kruger 27N",9001,4200,16327,9807,1,1,4530,8801,0,9102,8802,159,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20088,"Pulkovo 1995 / Gauss-Kruger 28N",9001,4200,16328,9807,1,1,4530,8801,0,9102,8802,165,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20089,"Pulkovo 1995 / Gauss-Kruger 29N",9001,4200,16329,9807,1,1,4530,8801,0,9102,8802,171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20090,"Pulkovo 1995 / Gauss-Kruger 30N",9001,4200,16330,9807,1,1,4530,8801,0,9102,8802,177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20091,"Pulkovo 1995 / Gauss-Kruger 31N",9001,4200,16331,9807,1,1,4530,8801,0,9102,8802,-177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20092,"Pulkovo 1995 / Gauss-Kruger 32N",9001,4200,16332,9807,1,1,4530,8801,0,9102,8802,-171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+20135,"Adindan / UTM zone 35N",9001,4201,16035,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20136,"Adindan / UTM zone 36N",9001,4201,16036,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20137,"Adindan / UTM zone 37N",9001,4201,16037,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20138,"Adindan / UTM zone 38N",9001,4201,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20248,"AGD66 / AMG zone 48",9001,4202,17448,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20249,"AGD66 / AMG zone 49",9001,4202,17449,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20250,"AGD66 / AMG zone 50",9001,4202,17450,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20251,"AGD66 / AMG zone 51",9001,4202,17451,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20252,"AGD66 / AMG zone 52",9001,4202,17452,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20253,"AGD66 / AMG zone 53",9001,4202,17453,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20254,"AGD66 / AMG zone 54",9001,4202,17454,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20255,"AGD66 / AMG zone 55",9001,4202,17455,9807,1,0,4400,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20256,"AGD66 / AMG zone 56",9001,4202,17456,9807,1,0,4400,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20257,"AGD66 / AMG zone 57",9001,4202,17457,9807,1,0,4400,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20258,"AGD66 / AMG zone 58",9001,4202,17458,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20348,"AGD84 / AMG zone 48",9001,4203,17448,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20349,"AGD84 / AMG zone 49",9001,4203,17449,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20350,"AGD84 / AMG zone 50",9001,4203,17450,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20351,"AGD84 / AMG zone 51",9001,4203,17451,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20352,"AGD84 / AMG zone 52",9001,4203,17452,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20353,"AGD84 / AMG zone 53",9001,4203,17453,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20354,"AGD84 / AMG zone 54",9001,4203,17454,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20355,"AGD84 / AMG zone 55",9001,4203,17455,9807,1,0,4400,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20356,"AGD84 / AMG zone 56",9001,4203,17456,9807,1,0,4400,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20357,"AGD84 / AMG zone 57",9001,4203,17457,9807,1,0,4400,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20358,"AGD84 / AMG zone 58",9001,4203,17458,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20436,"Ain el Abd / UTM zone 36N",9001,4204,16036,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20437,"Ain el Abd / UTM zone 37N",9001,4204,16037,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20438,"Ain el Abd / UTM zone 38N",9001,4204,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20439,"Ain el Abd / UTM zone 39N",9001,4204,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20440,"Ain el Abd / UTM zone 40N",9001,4204,16040,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20499,"Ain el Abd / Bahrain Grid",9001,4204,19900,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20538,"Afgooye / UTM zone 38N",9001,4205,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20539,"Afgooye / UTM zone 39N",9001,4205,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+20790,"Lisbon (Lisbon)/Portuguese National Grid",9001,4803,19936,9807,1,0,4499,8801,39.4,9110,8802,1,9110,8805,1,9201,8806,200000,9001,8807,300000,9001,,,,,,
+20791,"Lisbon (Lisbon)/Portuguese Grid",9001,4803,19969,9807,1,0,4499,8801,39.4,9110,8802,1,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+20822,"Aratu / UTM zone 22S",9001,4208,16122,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20823,"Aratu / UTM zone 23S",9001,4208,16123,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20824,"Aratu / UTM zone 24S",9001,4208,16124,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20934,"Arc 1950 / UTM zone 34S",9001,4209,16134,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20935,"Arc 1950 / UTM zone 35S",9001,4209,16135,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+20936,"Arc 1950 / UTM zone 36S",9001,4209,16136,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+21035,"Arc 1960 / UTM zone 35S",9001,4210,16135,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+21036,"Arc 1960 / UTM zone 36S",9001,4210,16136,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+21037,"Arc 1960 / UTM zone 37S",9001,4210,16137,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+21095,"Arc 1960 / UTM zone 35N",9001,4210,16035,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+21096,"Arc 1960 / UTM zone 36N",9001,4210,16036,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+21097,"Arc 1960 / UTM zone 37N",9001,4210,16037,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+21100,"Batavia (Jakarta) / NEIEZ",9001,4813,19905,9804,1,1,4499,8801,0,9102,8802,110,9102,8805,0.997,9201,8806,3900000,9001,8807,900000,9001,,,,,,
+21148,"Batavia / UTM zone 48S",9001,4211,16148,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+21149,"Batavia / UTM zone 49S",9001,4211,16149,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+21150,"Batavia / UTM zone 50S",9001,4211,16150,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+21291,"Barbados 1938 / British West Indies Grid",9001,4212,19942,9807,1,0,4400,8801,0,9102,8802,-62,9102,8805,0.9995,9201,8806,400000,9001,8807,0,9001,,,,,,
+21292,"Barbados 1938 / Barbados National Grid",9001,4212,19943,9807,1,0,4400,8801,13.1035,9110,8802,-59.3335,9110,8805,0.9999986,9201,8806,30000,9001,8807,75000,9001,,,,,,
+21413,"Beijing 1954 / Gauss-Kruger zone 13",9001,4214,16213,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,13500000,9001,8807,0,9001,,,,,,
+21414,"Beijing 1954 / Gauss-Kruger zone 14",9001,4214,16214,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,14500000,9001,8807,0,9001,,,,,,
+21415,"Beijing 1954 / Gauss-Kruger zone 15",9001,4214,16215,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,15500000,9001,8807,0,9001,,,,,,
+21416,"Beijing 1954 / Gauss-Kruger zone 16",9001,4214,16216,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,16500000,9001,8807,0,9001,,,,,,
+21417,"Beijing 1954 / Gauss-Kruger zone 17",9001,4214,16217,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,17500000,9001,8807,0,9001,,,,,,
+21418,"Beijing 1954 / Gauss-Kruger zone 18",9001,4214,16218,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,18500000,9001,8807,0,9001,,,,,,
+21419,"Beijing 1954 / Gauss-Kruger zone 19",9001,4214,16219,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,19500000,9001,8807,0,9001,,,,,,
+21420,"Beijing 1954 / Gauss-Kruger zone 20",9001,4214,16220,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,20500000,9001,8807,0,9001,,,,,,
+21421,"Beijing 1954 / Gauss-Kruger zone 21",9001,4214,16221,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,21500000,9001,8807,0,9001,,,,,,
+21422,"Beijing 1954 / Gauss-Kruger zone 22",9001,4214,16222,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,22500000,9001,8807,0,9001,,,,,,
+21423,"Beijing 1954 / Gauss-Kruger zone 23",9001,4214,16223,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,23500000,9001,8807,0,9001,,,,,,
+21453,"Beijing 1954 / Gauss-Kruger CM 75E",9001,4214,16313,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21454,"Beijing 1954 / Gauss-Kruger CM 81E",9001,4214,16314,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21455,"Beijing 1954 / Gauss-Kruger CM 87E",9001,4214,16315,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21456,"Beijing 1954 / Gauss-Kruger CM 93E",9001,4214,16316,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21457,"Beijing 1954 / Gauss-Kruger CM 99E",9001,4214,16317,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21458,"Beijing 1954 / Gauss-Kruger CM 105E",9001,4214,16318,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21459,"Beijing 1954 / Gauss-Kruger CM 111E",9001,4214,16319,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21460,"Beijing 1954 / Gauss-Kruger CM 117E",9001,4214,16320,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21461,"Beijing 1954 / Gauss-Kruger CM 123E",9001,4214,16321,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21462,"Beijing 1954 / Gauss-Kruger CM 129E",9001,4214,16322,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21463,"Beijing 1954 / Gauss-Kruger CM 135E",9001,4214,16323,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21473,"Beijing 1954 / Gauss-Kruger 13N",9001,4214,16313,9807,1,1,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21474,"Beijing 1954 / Gauss-Kruger 14N",9001,4214,16314,9807,1,1,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21475,"Beijing 1954 / Gauss-Kruger 15N",9001,4214,16315,9807,1,1,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21476,"Beijing 1954 / Gauss-Kruger 16N",9001,4214,16316,9807,1,1,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21477,"Beijing 1954 / Gauss-Kruger 17N",9001,4214,16317,9807,1,1,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21478,"Beijing 1954 / Gauss-Kruger 18N",9001,4214,16318,9807,1,1,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21479,"Beijing 1954 / Gauss-Kruger 19N",9001,4214,16319,9807,1,1,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21480,"Beijing 1954 / Gauss-Kruger 20N",9001,4214,16320,9807,1,1,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21481,"Beijing 1954 / Gauss-Kruger 21N",9001,4214,16321,9807,1,1,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21482,"Beijing 1954 / Gauss-Kruger 22N",9001,4214,16322,9807,1,1,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21483,"Beijing 1954 / Gauss-Kruger 23N",9001,4214,16323,9807,1,1,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+21500,"Belge 1950 (Brussels) / Belge Lambert 50",9001,4809,19901,9802,1,0,4499,8821,90,9110,8822,0,9110,8823,49.5,9110,8824,51.1,9110,8826,150000,9001,8827,5400000,9001,,,
+21780,"Bern 1898 (Bern) / LV03C",9001,4801,19923,9815,1,0,4498,8811,46.570866,9110,8812,0,9110,8813,90,9110,8814,90,9110,8815,1,9201,8816,0,9001,8817,0,9001
+21781,"CH1903 / LV03",9001,4149,19922,9815,1,0,4498,8811,46.570866,9110,8812,7.26225,9110,8813,90,9110,8814,90,9110,8815,1,9201,8816,600000,9001,8817,200000,9001
+21817,"Bogota 1975 / UTM zone 17N",9001,4218,16017,9807,1,1,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+21818,"Bogota 1975 / UTM zone 18N",9001,4218,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+21891,"Bogota 1975 / Colombia West zone",9001,4218,18051,9807,1,1,4499,8801,4.355657,9110,8802,-77.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+21892,"Bogota 1975 / Colombia Bogota zone",9001,4218,18052,9807,1,1,4499,8801,4.355657,9110,8802,-74.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+21893,"Bogota 1975 / Colombia East Central zone",9001,4218,18053,9807,1,1,4499,8801,4.355657,9110,8802,-71.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+21894,"Bogota 1975 / Colombia East",9001,4218,18054,9807,1,1,4499,8801,4.355657,9110,8802,-68.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+21896,"Bogota 1975 / Colombia West zone",9001,4218,18051,9807,1,0,4530,8801,4.355657,9110,8802,-77.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+21897,"Bogota 1975 / Colombia Bogota zone",9001,4218,18052,9807,1,0,4530,8801,4.355657,9110,8802,-74.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+21898,"Bogota 1975 / Colombia East Central zone",9001,4218,18053,9807,1,0,4530,8801,4.355657,9110,8802,-71.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+21899,"Bogota 1975 / Colombia East",9001,4218,18054,9807,1,0,4530,8801,4.355657,9110,8802,-68.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+22032,"Camacupa / UTM zone 32S",9001,4220,16132,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22033,"Camacupa / UTM zone 33S",9001,4220,16133,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22091,"Camacupa / TM 11.30 SE",9001,4220,16611,9807,1,0,4400,8801,0,9110,8802,11.3,9110,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22092,"Camacupa / TM 12 SE",9001,4220,16612,9807,1,0,4400,8801,0,9102,8802,12,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22171,"POSGAR 98 / Argentina 1",9001,4190,18031,9807,1,0,4530,8801,-90,9102,8802,-72,9102,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+22172,"POSGAR 98 / Argentina 2",9001,4190,18032,9807,1,0,4530,8801,-90,9102,8802,-69,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+22173,"POSGAR 98 / Argentina 3",9001,4190,18033,9807,1,0,4530,8801,-90,9102,8802,-66,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+22174,"POSGAR 98 / Argentina 4",9001,4190,18034,9807,1,0,4530,8801,-90,9102,8802,-63,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+22175,"POSGAR 98 / Argentina 5",9001,4190,18035,9807,1,0,4530,8801,-90,9102,8802,-60,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+22176,"POSGAR 98 / Argentina 6",9001,4190,18036,9807,1,0,4530,8801,-90,9102,8802,-57,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+22177,"POSGAR 98 / Argentina 7",9001,4190,18037,9807,1,0,4530,8801,-90,9102,8802,-54,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+22181,"POSGAR 94 / Argentina 1",9001,4694,18031,9807,1,0,4530,8801,-90,9102,8802,-72,9102,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+22182,"POSGAR 94 / Argentina 2",9001,4694,18032,9807,1,0,4530,8801,-90,9102,8802,-69,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+22183,"POSGAR 94 / Argentina 3",9001,4694,18033,9807,1,0,4530,8801,-90,9102,8802,-66,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+22184,"POSGAR 94 / Argentina 4",9001,4694,18034,9807,1,0,4530,8801,-90,9102,8802,-63,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+22185,"POSGAR 94 / Argentina 5",9001,4694,18035,9807,1,0,4530,8801,-90,9102,8802,-60,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+22186,"POSGAR 94 / Argentina 6",9001,4694,18036,9807,1,0,4530,8801,-90,9102,8802,-57,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+22187,"POSGAR 94 / Argentina 7",9001,4694,18037,9807,1,0,4530,8801,-90,9102,8802,-54,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+22191,"Campo Inchauspe / Argentina 1",9001,4221,18031,9807,1,0,4530,8801,-90,9102,8802,-72,9102,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+22192,"Campo Inchauspe / Argentina 2",9001,4221,18032,9807,1,0,4530,8801,-90,9102,8802,-69,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+22193,"Campo Inchauspe / Argentina 3",9001,4221,18033,9807,1,0,4530,8801,-90,9102,8802,-66,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+22194,"Campo Inchauspe / Argentina 4",9001,4221,18034,9807,1,0,4530,8801,-90,9102,8802,-63,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+22195,"Campo Inchauspe / Argentina 5",9001,4221,18035,9807,1,0,4530,8801,-90,9102,8802,-60,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+22196,"Campo Inchauspe / Argentina 6",9001,4221,18036,9807,1,0,4530,8801,-90,9102,8802,-57,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+22197,"Campo Inchauspe / Argentina 7",9001,4221,18037,9807,1,0,4530,8801,-90,9102,8802,-54,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+22234,"Cape / UTM zone 34S",9001,4222,16134,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22235,"Cape / UTM zone 35S",9001,4222,16135,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22236,"Cape / UTM zone 36S",9001,4222,16136,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22275,"Cape / Lo15",9001,4222,17515,9808,1,0,6503,8801,0,9102,8802,15,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+22277,"Cape / Lo17",9001,4222,17517,9808,1,0,6503,8801,0,9102,8802,17,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+22279,"Cape / Lo19",9001,4222,17519,9808,1,0,6503,8801,0,9102,8802,19,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+22281,"Cape / Lo21",9001,4222,17521,9808,1,0,6503,8801,0,9102,8802,21,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+22283,"Cape / Lo23",9001,4222,17523,9808,1,0,6503,8801,0,9102,8802,23,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+22285,"Cape / Lo25",9001,4222,17525,9808,1,0,6503,8801,0,9102,8802,25,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+22287,"Cape / Lo27",9001,4222,17527,9808,1,0,6503,8801,0,9102,8802,27,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+22289,"Cape / Lo29",9001,4222,17529,9808,1,0,6503,8801,0,9102,8802,29,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+22291,"Cape / Lo31",9001,4222,17531,9808,1,0,6503,8801,0,9102,8802,31,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+22293,"Cape / Lo33",9001,4222,17533,9808,1,0,6503,8801,0,9102,8802,33,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+22300,"Carthage (Paris) / Tunisia Mining Grid",9036,4816,19937,9816,1,0,4406,8821,38.81973,9105,8822,7.83445,9105,8826,270,9036,8827,582,9036,,,,,,,,,
+22332,"Carthage / UTM zone 32N",9001,4223,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+22391,"Carthage / Nord Tunisie",9001,4223,18181,9801,1,0,4499,8801,40,9105,8802,11,9105,8805,0.999625544,9201,8806,500000,9001,8807,300000,9001,,,,,,
+22392,"Carthage / Sud Tunisie",9001,4223,18182,9801,1,0,4499,8801,37,9105,8802,11,9105,8805,0.999625769,9201,8806,500000,9001,8807,300000,9001,,,,,,
+22521,"Corrego Alegre / UTM zone 21S",9001,4225,16121,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22522,"Corrego Alegre / UTM zone 22S",9001,4225,16122,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22523,"Corrego Alegre / UTM zone 23S",9001,4225,16123,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22524,"Corrego Alegre / UTM zone 24S",9001,4225,16124,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22525,"Corrego Alegre / UTM zone 25S",9001,4225,16125,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+22700,"Deir ez Zor / Levant Zone",9001,4227,19940,9817,1,0,4499,8801,34.39,9110,8802,37.21,9110,8805,0.9996256,9201,8806,300000,9001,8807,300000,9001,,,,,,
+22770,"Deir ez Zor / Syria Lambert",9001,4227,19948,9801,1,0,4499,8801,34.39,9110,8802,37.21,9110,8805,0.9996256,9201,8806,300000,9001,8807,300000,9001,,,,,,
+22780,"Deir ez Zor / Levant Stereographic",9001,4227,19949,9809,1,0,4499,8801,38,9105,8802,43.5,9105,8805,0.9995341,9201,8806,0,9001,8807,0,9001,,,,,,
+22832,"Douala / UTM zone 32N",9001,4228,16032,9807,1,1,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+22991,"Egypt 1907 / Blue Belt",9001,4229,18071,9807,1,0,4400,8801,30,9102,8802,35,9102,8805,1,9201,8806,300000,9001,8807,1100000,9001,,,,,,
+22992,"Egypt 1907 / Red Belt",9001,4229,18072,9807,1,0,4400,8801,30,9102,8802,31,9102,8805,1,9201,8806,615000,9001,8807,810000,9001,,,,,,
+22993,"Egypt 1907 / Purple Belt",9001,4229,18073,9807,1,0,4400,8801,30,9102,8802,27,9102,8805,1,9201,8806,700000,9001,8807,200000,9001,,,,,,
+22994,"Egypt 1907 / Extended Purple Belt",9001,4229,18074,9807,1,0,4400,8801,30,9102,8802,27,9102,8805,1,9201,8806,700000,9001,8807,1200000,9001,,,,,,
+23028,"ED50 / UTM zone 28N",9001,4230,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23029,"ED50 / UTM zone 29N",9001,4230,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23030,"ED50 / UTM zone 30N",9001,4230,16030,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23031,"ED50 / UTM zone 31N",9001,4230,16031,9807,1,0,4400,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23032,"ED50 / UTM zone 32N",9001,4230,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23033,"ED50 / UTM zone 33N",9001,4230,16033,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23034,"ED50 / UTM zone 34N",9001,4230,16034,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23035,"ED50 / UTM zone 35N",9001,4230,16035,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23036,"ED50 / UTM zone 36N",9001,4230,16036,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23037,"ED50 / UTM zone 37N",9001,4230,16037,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23038,"ED50 / UTM zone 38N",9001,4230,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23090,"ED50 / TM 0 N",9001,4230,16400,9807,1,0,4400,8801,0,9102,8802,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23095,"ED50 / TM 5 NE",9001,4230,16405,9807,1,0,4400,8801,0,9102,8802,5,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23239,"Fahud / UTM zone 39N",9001,4232,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23240,"Fahud / UTM zone 40N",9001,4232,16040,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23433,"Garoua / UTM zone 33N",9001,4234,16033,9807,1,1,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23700,"HD72 / EOV",9001,4237,19931,9815,1,0,4498,8811,47.08398174,9110,8812,19.02548584,9110,8813,90,9110,8814,90,9110,8815,0.99993,9201,8816,650000,9001,8817,200000,9001
+23830,"DGN95 / Indonesia TM-3 zone 46.2",9001,4755,17432,9807,1,0,4499,8801,0,9102,8802,94.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23831,"DGN95 / Indonesia TM-3 zone 47.1",9001,4755,17433,9807,1,0,4499,8801,0,9102,8802,97.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23832,"DGN95 / Indonesia TM-3 zone 47.2",9001,4755,17434,9807,1,0,4499,8801,0,9102,8802,100.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23833,"DGN95 / Indonesia TM-3 zone 48.1",9001,4755,17435,9807,1,0,4499,8801,0,9102,8802,103.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23834,"DGN95 / Indonesia TM-3 zone 48.2",9001,4755,17436,9807,1,0,4499,8801,0,9102,8802,106.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23835,"DGN95 / Indonesia TM-3 zone 49.1",9001,4755,17437,9807,1,0,4499,8801,0,9102,8802,109.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23836,"DGN95 / Indonesia TM-3 zone 49.2",9001,4755,17438,9807,1,0,4499,8801,0,9102,8802,112.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23837,"DGN95 / Indonesia TM-3 zone 50.1",9001,4755,17439,9807,1,0,4499,8801,0,9102,8802,115.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23838,"DGN95 / Indonesia TM-3 zone 50.2",9001,4755,17440,9807,1,0,4499,8801,0,9102,8802,118.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23839,"DGN95 / Indonesia TM-3 zone 51.1",9001,4755,17441,9807,1,0,4499,8801,0,9102,8802,121.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23840,"DGN95 / Indonesia TM-3 zone 51.2",9001,4755,17442,9807,1,0,4499,8801,0,9102,8802,124.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23841,"DGN95 / Indonesia TM-3 zone 52.1",9001,4755,17443,9807,1,0,4499,8801,0,9102,8802,127.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23842,"DGN95 / Indonesia TM-3 zone 52.2",9001,4755,17444,9807,1,0,4499,8801,0,9102,8802,130.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23843,"DGN95 / Indonesia TM-3 zone 53.1",9001,4755,17445,9807,1,0,4499,8801,0,9102,8802,133.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23844,"DGN95 / Indonesia TM-3 zone 53.2",9001,4755,17446,9807,1,0,4499,8801,0,9102,8802,136.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23845,"DGN95 / Indonesia TM-3 zone 54.1",9001,4755,17447,9807,1,0,4499,8801,0,9102,8802,139.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+23846,"ID74 / UTM zone 46N",9001,4238,16046,9807,1,0,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23847,"ID74 / UTM zone 47N",9001,4238,16047,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23848,"ID74 / UTM zone 48N",9001,4238,16048,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23849,"ID74 / UTM zone 49N",9001,4238,16049,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23850,"ID74 / UTM zone 50N",9001,4238,16050,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23851,"ID74 / UTM zone 51N",9001,4238,16051,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23852,"ID74 / UTM zone 52N",9001,4238,16052,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23853,"ID74 / UTM zone 53N",9001,4238,16053,9807,1,1,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23866,"DGN95 / UTM zone 46N",9001,4755,16046,9807,1,0,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23867,"DGN95 / UTM zone 47N",9001,4755,16047,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23868,"DGN95 / UTM zone 48N",9001,4755,16048,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23869,"DGN95 / UTM zone 49N",9001,4755,16049,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23870,"DGN95 / UTM zone 50N",9001,4755,16050,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23871,"DGN95 / UTM zone 51N",9001,4755,16051,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23872,"DGN95 / UTM zone 52N",9001,4755,16052,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23877,"DGN95 / UTM zone 47S",9001,4755,16147,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23878,"DGN95 / UTM zone 48S",9001,4755,16148,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23879,"DGN95 / UTM zone 49S",9001,4755,16149,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23880,"DGN95 / UTM zone 50S",9001,4755,16150,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23881,"DGN95 / UTM zone 51S",9001,4755,16151,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23882,"DGN95 / UTM zone 52S",9001,4755,16152,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23883,"DGN95 / UTM zone 53S",9001,4755,16153,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23884,"DGN95 / UTM zone 54S",9001,4755,16154,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23886,"ID74 / UTM zone 46S",9001,4238,16146,9807,1,1,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23887,"ID74 / UTM zone 47S",9001,4238,16147,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23888,"ID74 / UTM zone 48S",9001,4238,16148,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23889,"ID74 / UTM zone 49S",9001,4238,16149,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23890,"ID74 / UTM zone 50S",9001,4238,16150,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23891,"ID74 / UTM zone 51S",9001,4238,16151,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23892,"ID74 / UTM zone 52S",9001,4238,16152,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23893,"ID74 / UTM zone 53S",9001,4238,16153,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23894,"ID74 / UTM zone 54S",9001,4238,16154,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+23946,"Indian 1954 / UTM zone 46N",9001,4239,16046,9807,1,0,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23947,"Indian 1954 / UTM zone 47N",9001,4239,16047,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+23948,"Indian 1954 / UTM zone 48N",9001,4239,16048,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24047,"Indian 1975 / UTM zone 47N",9001,4240,16047,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24048,"Indian 1975 / UTM zone 48N",9001,4240,16048,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24100,"Jamaica 1875 / Jamaica (Old Grid)",9005,4241,19909,9801,1,0,4403,8801,18,9102,8802,-77,9102,8805,1,9201,8806,550000,9005,8807,400000,9005,,,,,,
+24200,"JAD69 / Jamaica National Grid",9001,4242,19910,9801,1,0,4400,8801,18,9102,8802,-77,9102,8805,1,9201,8806,250000,9001,8807,150000,9001,,,,,,
+24305,"Kalianpur 1937 / UTM zone 45N",9001,4144,16045,9807,1,0,4400,8801,0,9102,8802,87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24306,"Kalianpur 1937 / UTM zone 46N",9001,4144,16046,9807,1,0,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24311,"Kalianpur 1962 / UTM zone 41N",9001,4145,16041,9807,1,0,4400,8801,0,9102,8802,63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24312,"Kalianpur 1962 / UTM zone 42N",9001,4145,16042,9807,1,0,4400,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24313,"Kalianpur 1962 / UTM zone 43N",9001,4145,16043,9807,1,0,4400,8801,0,9102,8802,75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24342,"Kalianpur 1975 / UTM zone 42N",9001,4146,16042,9807,1,0,4400,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24343,"Kalianpur 1975 / UTM zone 43N",9001,4146,16043,9807,1,0,4400,8801,0,9102,8802,75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24344,"Kalianpur 1975 / UTM zone 44N",9001,4146,16044,9807,1,0,4400,8801,0,9102,8802,81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24345,"Kalianpur 1975 / UTM zone 45N",9001,4146,16045,9807,1,0,4400,8801,0,9102,8802,87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24346,"Kalianpur 1975 / UTM zone 46N",9001,4146,16046,9807,1,0,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24347,"Kalianpur 1975 / UTM zone 47N",9001,4146,16047,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24370,"Kalianpur 1880 / India zone 0",9084,4243,18110,9801,1,0,4408,8801,39.3,9110,8802,68,9110,8805,0.99846154,9201,8806,2355500,9084,8807,2590000,9084,,,,,,
+24371,"Kalianpur 1880 / India zone I",9084,4243,18111,9801,1,0,4408,8801,32.3,9110,8802,68,9110,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+24372,"Kalianpur 1880 / India zone IIa",9084,4243,18112,9801,1,0,4408,8801,26,9102,8802,74,9102,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+24373,"Kalianpur 1880 / India zone III",9084,4243,18114,9801,1,0,4408,8801,19,9102,8802,80,9102,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+24374,"Kalianpur 1880 / India zone IV",9084,4243,18116,9801,1,0,4408,8801,12,9102,8802,80,9102,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+24375,"Kalianpur 1937 / India zone IIb",9001,4144,18238,9801,1,0,4400,8801,26,9102,8802,90,9102,8805,0.99878641,9201,8806,2743185.69,9001,8807,914395.23,9001,,,,,,
+24376,"Kalianpur 1962 / India zone I",9001,4145,18236,9801,1,0,4400,8801,32.3,9110,8802,68,9110,8805,0.99878641,9201,8806,2743196.4,9001,8807,914398.8,9001,,,,,,
+24377,"Kalianpur 1962 / India zone IIa",9001,4145,18237,9801,1,0,4400,8801,26,9102,8802,74,9102,8805,0.99878641,9201,8806,2743196.4,9001,8807,914398.8,9001,,,,,,
+24378,"Kalianpur 1975 / India zone I",9001,4146,18231,9801,1,0,4400,8801,32.3,9110,8802,68,9110,8805,0.99878641,9201,8806,2743195.5,9001,8807,914398.5,9001,,,,,,
+24379,"Kalianpur 1975 / India zone IIa",9001,4146,18232,9801,1,0,4400,8801,26,9102,8802,74,9102,8805,0.99878641,9201,8806,2743195.5,9001,8807,914398.5,9001,,,,,,
+24380,"Kalianpur 1975 / India zone IIb",9001,4146,18235,9801,1,0,4400,8801,26,9102,8802,90,9102,8805,0.99878641,9201,8806,2743195.5,9001,8807,914398.5,9001,,,,,,
+24381,"Kalianpur 1975 / India zone III",9001,4146,18233,9801,1,0,4400,8801,19,9102,8802,80,9102,8805,0.99878641,9201,8806,2743195.5,9001,8807,914398.5,9001,,,,,,
+24382,"Kalianpur 1880 / India zone IIb",9084,4243,18113,9801,1,0,4408,8801,26,9102,8802,90,9102,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+24383,"Kalianpur 1975 / India zone IV",9001,4146,18234,9801,1,0,4400,8801,12,9102,8802,80,9102,8805,0.99878641,9201,8806,2743195.5,9001,8807,914398.5,9001,,,,,,
+24500,"Kertau 1968 / Singapore Grid",9001,4245,19920,9806,1,0,4400,8801,1.1715528,9110,8802,103.5110808,9110,8806,30000,9001,8807,30000,9001,,,,,,,,,
+24547,"Kertau 1968 / UTM zone 47N",9001,4245,16047,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24548,"Kertau 1968 / UTM zone 48N",9001,4245,16048,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24571,"Kertau / R.S.O. Malaya (ch)",9062,4245,19935,9812,1,1,4401,8806,40000,9062,8807,0,9062,8811,4,9110,8812,102.15,9110,8813,323.01328458,9110,8814,323.07483685,9110,8815,0.99984,9201
+24600,KOC Lambert,9001,4246,19906,9801,1,0,4400,8801,32.3,9110,8802,45,9110,8805,0.9987864078,9201,8806,1500000,9001,8807,1166200,9001,,,,,,
+24718,"La Canoa / UTM zone 18N",9001,4247,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24719,"La Canoa / UTM zone 19N",9001,4247,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24720,"La Canoa / UTM zone 20N",9001,4247,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24817,"PSAD56 / UTM zone 17N",9001,4248,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24818,"PSAD56 / UTM zone 18N",9001,4248,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24819,"PSAD56 / UTM zone 19N",9001,4248,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24820,"PSAD56 / UTM zone 20N",9001,4248,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24821,"PSAD56 / UTM zone 21N",9001,4248,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+24877,"PSAD56 / UTM zone 17S",9001,4248,16117,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+24878,"PSAD56 / UTM zone 18S",9001,4248,16118,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+24879,"PSAD56 / UTM zone 19S",9001,4248,16119,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+24880,"PSAD56 / UTM zone 20S",9001,4248,16120,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+24881,"PSAD56 / UTM zone 21S",9001,4248,16121,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+24882,"PSAD56 / UTM zone 22S",9001,4248,16122,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+24891,"PSAD56 / Peru west zone",9001,4248,18161,9807,1,0,4499,8801,-6,9110,8802,-80.3,9110,8805,0.99983008,9201,8806,222000,9001,8807,1426834.743,9001,,,,,,
+24892,"PSAD56 / Peru central zone",9001,4248,18162,9807,1,0,4499,8801,-9.3,9110,8802,-76,9110,8805,0.99932994,9201,8806,720000,9001,8807,1039979.159,9001,,,,,,
+24893,"PSAD56 / Peru east zone",9001,4248,18163,9807,1,0,4499,8801,-9.3,9110,8802,-70.3,9110,8805,0.99952992,9201,8806,1324000,9001,8807,1040084.558,9001,,,,,,
+25000,"Leigon / Ghana Metre Grid",9001,4250,19904,9807,1,0,4400,8801,4.4,9110,8802,-1,9110,8805,0.99975,9201,8806,274319.51,9001,8807,0,9001,,,,,,
+25231,"Lome / UTM zone 31N",9001,4252,16031,9807,1,0,4400,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25391,"Luzon 1911 / Philippines zone I",9001,4253,18171,9807,1,0,4499,8801,0,9102,8802,117,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+25392,"Luzon 1911 / Philippines zone II",9001,4253,18172,9807,1,0,4499,8801,0,9102,8802,119,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+25393,"Luzon 1911 / Philippines zone III",9001,4253,18173,9807,1,0,4499,8801,0,9102,8802,121,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+25394,"Luzon 1911 / Philippines zone IV",9001,4253,18174,9807,1,0,4499,8801,0,9102,8802,123,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+25395,"Luzon 1911 / Philippines zone V",9001,4253,18175,9807,1,0,4499,8801,0,9102,8802,125,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+25700,"Makassar (Jakarta) / NEIEZ",9001,4804,19905,9804,1,1,4499,8801,0,9102,8802,110,9102,8805,0.997,9201,8806,3900000,9001,8807,900000,9001,,,,,,
+25828,"ETRS89 / UTM zone 28N",9001,4258,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25829,"ETRS89 / UTM zone 29N",9001,4258,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25830,"ETRS89 / UTM zone 30N",9001,4258,16030,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25831,"ETRS89 / UTM zone 31N",9001,4258,16031,9807,1,0,4400,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25832,"ETRS89 / UTM zone 32N",9001,4258,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25833,"ETRS89 / UTM zone 33N",9001,4258,16033,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25834,"ETRS89 / UTM zone 34N",9001,4258,16034,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25835,"ETRS89 / UTM zone 35N",9001,4258,16035,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25836,"ETRS89 / UTM zone 36N",9001,4258,16036,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25837,"ETRS89 / UTM zone 37N",9001,4258,16037,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25838,"ETRS89 / UTM zone 38N",9001,4258,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25884,"ETRS89 / TM Baltic93",9001,4258,19939,9807,1,0,4530,8801,0,9102,8802,24,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+25932,"Malongo 1987 / UTM zone 32S",9001,4259,16132,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+26191,"Merchich / Nord Maroc",9001,4261,18131,9801,1,0,4499,8801,37,9105,8802,-6,9105,8805,0.999625769,9201,8806,500000,9001,8807,300000,9001,,,,,,
+26192,"Merchich / Sud Maroc",9001,4261,18132,9801,1,0,4499,8801,33,9105,8802,-6,9105,8805,0.999615596,9201,8806,500000,9001,8807,300000,9001,,,,,,
+26193,"Merchich / Sahara",9001,4261,18133,9801,1,1,4499,8801,29,9105,8802,-6,9105,8805,0.9996,9201,8806,1200000,9001,8807,400000,9001,,,,,,
+26194,"Merchich / Sahara Nord",9001,4261,18134,9801,1,0,4499,8801,29,9105,8802,-6,9105,8805,0.999616304,9201,8806,1200000,9001,8807,400000,9001,,,,,,
+26195,"Merchich / Sahara Sud",9001,4261,18135,9801,1,0,4499,8801,25,9105,8802,-6,9105,8805,0.999616437,9201,8806,1500000,9001,8807,400000,9001,,,,,,
+26237,"Massawa / UTM zone 37N",9001,4262,16037,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26331,"Minna / UTM zone 31N",9001,4263,16031,9807,1,0,4400,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26332,"Minna / UTM zone 32N",9001,4263,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26391,"Minna / Nigeria West Belt",9001,4263,18151,9807,1,0,4400,8801,4,9110,8802,4.3,9110,8805,0.99975,9201,8806,230738.26,9001,8807,0,9001,,,,,,
+26392,"Minna / Nigeria Mid Belt",9001,4263,18152,9807,1,0,4400,8801,4,9110,8802,8.3,9110,8805,0.99975,9201,8806,670553.98,9001,8807,0,9001,,,,,,
+26393,"Minna / Nigeria East Belt",9001,4263,18153,9807,1,0,4400,8801,4,9110,8802,12.3,9110,8805,0.99975,9201,8806,1110369.7,9001,8807,0,9001,,,,,,
+26432,"Mhast / UTM zone 32S",9001,4264,16132,9807,1,1,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+26591,"Monte Mario (Rome) / Italy zone 1",9001,4806,18121,9807,1,1,4499,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,1500000,9001,8807,0,9001,,,,,,
+26592,"Monte Mario (Rome) / Italy zone 2",9001,4806,18122,9807,1,1,4499,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,2520000,9001,8807,0,9001,,,,,,
+26632,"M'poraloko / UTM zone 32N",9001,4266,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26692,"M'poraloko / UTM zone 32S",9001,4266,16132,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+26701,"NAD27 / UTM zone 1N",9001,4267,16001,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26702,"NAD27 / UTM zone 2N",9001,4267,16002,9807,1,0,4400,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26703,"NAD27 / UTM zone 3N",9001,4267,16003,9807,1,0,4400,8801,0,9102,8802,-165,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26704,"NAD27 / UTM zone 4N",9001,4267,16004,9807,1,0,4400,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26705,"NAD27 / UTM zone 5N",9001,4267,16005,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26706,"NAD27 / UTM zone 6N",9001,4267,16006,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26707,"NAD27 / UTM zone 7N",9001,4267,16007,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26708,"NAD27 / UTM zone 8N",9001,4267,16008,9807,1,0,4400,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26709,"NAD27 / UTM zone 9N",9001,4267,16009,9807,1,0,4400,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26710,"NAD27 / UTM zone 10N",9001,4267,16010,9807,1,0,4400,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26711,"NAD27 / UTM zone 11N",9001,4267,16011,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26712,"NAD27 / UTM zone 12N",9001,4267,16012,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26713,"NAD27 / UTM zone 13N",9001,4267,16013,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26714,"NAD27 / UTM zone 14N",9001,4267,16014,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26715,"NAD27 / UTM zone 15N",9001,4267,16015,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26716,"NAD27 / UTM zone 16N",9001,4267,16016,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26717,"NAD27 / UTM zone 17N",9001,4267,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26718,"NAD27 / UTM zone 18N",9001,4267,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26719,"NAD27 / UTM zone 19N",9001,4267,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26720,"NAD27 / UTM zone 20N",9001,4267,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26721,"NAD27 / UTM zone 21N",9001,4267,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26722,"NAD27 / UTM zone 22N",9001,4267,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26729,"NAD27 / Alabama East",9003,4267,10101,9807,1,0,4497,8801,30.3,9110,8802,-85.5,9110,8805,0.99996,9201,8806,500000,9003,8807,0,9003,,,,,,
+26730,"NAD27 / Alabama West",9003,4267,10102,9807,1,0,4497,8801,30,9110,8802,-87.3,9110,8805,0.999933333,9201,8806,500000,9003,8807,0,9003,,,,,,
+26731,"NAD27 / Alaska zone 1",9003,4267,15001,9812,1,0,4497,8806,16404166.67,9003,8807,-16404166.67,9003,8811,57,9110,8812,-133.4,9110,8813,323.07483685,9110,8814,323.07483685,9110,8815,0.9999,9201
+26732,"NAD27 / Alaska zone 2",9003,4267,15002,9807,1,0,4497,8801,54,9102,8802,-142,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+26733,"NAD27 / Alaska zone 3",9003,4267,15003,9807,1,0,4497,8801,54,9102,8802,-146,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+26734,"NAD27 / Alaska zone 4",9003,4267,15004,9807,1,0,4497,8801,54,9102,8802,-150,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+26735,"NAD27 / Alaska zone 5",9003,4267,15005,9807,1,0,4497,8801,54,9102,8802,-154,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+26736,"NAD27 / Alaska zone 6",9003,4267,15006,9807,1,0,4497,8801,54,9102,8802,-158,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+26737,"NAD27 / Alaska zone 7",9003,4267,15007,9807,1,0,4497,8801,54,9102,8802,-162,9102,8805,0.9999,9201,8806,700000,9003,8807,0,9003,,,,,,
+26738,"NAD27 / Alaska zone 8",9003,4267,15008,9807,1,0,4497,8801,54,9102,8802,-166,9102,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+26739,"NAD27 / Alaska zone 9",9003,4267,15009,9807,1,0,4497,8801,54,9102,8802,-170,9102,8805,0.9999,9201,8806,600000,9003,8807,0,9003,,,,,,
+26740,"NAD27 / Alaska zone 10",9003,4267,15010,9802,1,0,4497,8821,51,9110,8822,-176,9110,8823,53.5,9110,8824,51.5,9110,8826,3000000,9003,8827,0,9003,,,
+26741,"NAD27 / California zone I",9003,4267,10401,9802,1,0,4497,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,2000000,9003,8827,0,9003,,,
+26742,"NAD27 / California zone II",9003,4267,10402,9802,1,0,4497,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,2000000,9003,8827,0,9003,,,
+26743,"NAD27 / California zone III",9003,4267,10403,9802,1,0,4497,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,2000000,9003,8827,0,9003,,,
+26744,"NAD27 / California zone IV",9003,4267,10404,9802,1,0,4497,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,2000000,9003,8827,0,9003,,,
+26745,"NAD27 / California zone V",9003,4267,10405,9802,1,0,4497,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,2000000,9003,8827,0,9003,,,
+26746,"NAD27 / California zone VI",9003,4267,10406,9802,1,0,4497,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,2000000,9003,8827,0,9003,,,
+26747,"NAD27 / California zone VII",9003,4267,10407,9802,1,1,4497,8821,34.08,9110,8822,-118.2,9110,8823,34.25,9110,8824,33.52,9110,8826,4186692.58,9003,8827,416926.74,9003,,,
+26748,"NAD27 / Arizona East",9003,4267,10201,9807,1,0,4497,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+26749,"NAD27 / Arizona Central",9003,4267,10202,9807,1,0,4497,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+26750,"NAD27 / Arizona West",9003,4267,10203,9807,1,0,4497,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,500000,9003,8807,0,9003,,,,,,
+26751,"NAD27 / Arkansas North",9003,4267,10301,9802,1,0,4497,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,2000000,9003,8827,0,9003,,,
+26752,"NAD27 / Arkansas South",9003,4267,10302,9802,1,0,4497,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,2000000,9003,8827,0,9003,,,
+26753,"NAD27 / Colorado North",9003,4267,10501,9802,1,0,4497,8821,39.2,9110,8822,-105.3,9110,8823,39.43,9110,8824,40.47,9110,8826,2000000,9003,8827,0,9003,,,
+26754,"NAD27 / Colorado Central",9003,4267,10502,9802,1,0,4497,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,2000000,9003,8827,0,9003,,,
+26755,"NAD27 / Colorado South",9003,4267,10503,9802,1,0,4497,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,2000000,9003,8827,0,9003,,,
+26756,"NAD27 / Connecticut",9003,4267,10600,9802,1,0,4497,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,600000,9003,8827,0,9003,,,
+26757,"NAD27 / Delaware",9003,4267,10700,9807,1,0,4497,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,500000,9003,8807,0,9003,,,,,,
+26758,"NAD27 / Florida East",9003,4267,10901,9807,1,0,4497,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
+26759,"NAD27 / Florida West",9003,4267,10902,9807,1,0,4497,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
+26760,"NAD27 / Florida North",9003,4267,10903,9802,1,0,4497,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,2000000,9003,8827,0,9003,,,
+26766,"NAD27 / Georgia East",9003,4267,11001,9807,1,0,4497,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+26767,"NAD27 / Georgia West",9003,4267,11002,9807,1,0,4497,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+26768,"NAD27 / Idaho East",9003,4267,11101,9807,1,0,4497,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,500000,9003,8807,0,9003,,,,,,
+26769,"NAD27 / Idaho Central",9003,4267,11102,9807,1,0,4497,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,500000,9003,8807,0,9003,,,,,,
+26770,"NAD27 / Idaho West",9003,4267,11103,9807,1,0,4497,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,500000,9003,8807,0,9003,,,,,,
+26771,"NAD27 / Illinois East",9003,4267,11201,9807,1,0,4497,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,500000,9003,8807,0,9003,,,,,,
+26772,"NAD27 / Illinois West",9003,4267,11202,9807,1,0,4497,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
+26773,"NAD27 / Indiana East",9003,4267,11301,9807,1,0,4497,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
+26774,"NAD27 / Indiana West",9003,4267,11302,9807,1,0,4497,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
+26775,"NAD27 / Iowa North",9003,4267,11401,9802,1,0,4497,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,2000000,9003,8827,0,9003,,,
+26776,"NAD27 / Iowa South",9003,4267,11402,9802,1,0,4497,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,2000000,9003,8827,0,9003,,,
+26777,"NAD27 / Kansas North",9003,4267,11501,9802,1,0,4497,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,2000000,9003,8827,0,9003,,,
+26778,"NAD27 / Kansas South",9003,4267,11502,9802,1,0,4497,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,2000000,9003,8827,0,9003,,,
+26779,"NAD27 / Kentucky North",9003,4267,11601,9802,1,0,4497,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,38.58,9110,8826,2000000,9003,8827,0,9003,,,
+26780,"NAD27 / Kentucky South",9003,4267,11602,9802,1,0,4497,8821,36.2,9110,8822,-85.45,9110,8823,36.44,9110,8824,37.56,9110,8826,2000000,9003,8827,0,9003,,,
+26781,"NAD27 / Louisiana North",9003,4267,11701,9802,1,0,4497,8821,30.4,9110,8822,-92.3,9110,8823,31.1,9110,8824,32.4,9110,8826,2000000,9003,8827,0,9003,,,
+26782,"NAD27 / Louisiana South",9003,4267,11702,9802,1,0,4497,8821,28.4,9110,8822,-91.2,9110,8823,29.18,9110,8824,30.42,9110,8826,2000000,9003,8827,0,9003,,,
+26783,"NAD27 / Maine East",9003,4267,11801,9807,1,0,4497,8801,43.5,9110,8802,-68.3,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+26784,"NAD27 / Maine West",9003,4267,11802,9807,1,0,4497,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
+26785,"NAD27 / Maryland",9003,4267,11900,9802,1,0,4497,8821,37.5,9110,8822,-77,9110,8823,38.18,9110,8824,39.27,9110,8826,800000,9003,8827,0,9003,,,
+26786,"NAD27 / Massachusetts Mainland",9003,4267,12001,9802,1,0,4497,8821,41,9110,8822,-71.3,9110,8823,41.43,9110,8824,42.41,9110,8826,600000,9003,8827,0,9003,,,
+26787,"NAD27 / Massachusetts Island",9003,4267,12002,9802,1,0,4497,8821,41,9110,8822,-70.3,9110,8823,41.17,9110,8824,41.29,9110,8826,200000,9003,8827,0,9003,,,
+26791,"NAD27 / Minnesota North",9003,4267,12201,9802,1,0,4497,8821,46.3,9110,8822,-93.06,9110,8823,47.02,9110,8824,48.38,9110,8826,2000000,9003,8827,0,9003,,,
+26792,"NAD27 / Minnesota Central",9003,4267,12202,9802,1,0,4497,8821,45,9110,8822,-94.15,9110,8823,45.37,9110,8824,47.03,9110,8826,2000000,9003,8827,0,9003,,,
+26793,"NAD27 / Minnesota South",9003,4267,12203,9802,1,0,4497,8821,43,9110,8822,-94,9110,8823,43.47,9110,8824,45.13,9110,8826,2000000,9003,8827,0,9003,,,
+26794,"NAD27 / Mississippi East",9003,4267,12301,9807,1,0,4497,8801,29.4,9110,8802,-88.5,9110,8805,0.99996,9201,8806,500000,9003,8807,0,9003,,,,,,
+26795,"NAD27 / Mississippi West",9003,4267,12302,9807,1,0,4497,8801,30.3,9110,8802,-90.2,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
+26796,"NAD27 / Missouri East",9003,4267,12401,9807,1,0,4497,8801,35.5,9110,8802,-90.3,9110,8805,0.999933333,9201,8806,500000,9003,8807,0,9003,,,,,,
+26797,"NAD27 / Missouri Central",9003,4267,12402,9807,1,0,4497,8801,35.5,9110,8802,-92.3,9110,8805,0.999933333,9201,8806,500000,9003,8807,0,9003,,,,,,
+26798,"NAD27 / Missouri West",9003,4267,12403,9807,1,0,4497,8801,36.1,9110,8802,-94.3,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
+26799,"NAD27 / California zone VII",9003,4267,10408,9802,1,0,4497,8821,34.08,9110,8822,-118.2,9110,8823,34.25,9110,8824,33.52,9110,8826,4186692.58,9003,8827,4160926.74,9003,,,
+26801,"NAD Michigan / Michigan East",9003,4268,12101,9807,1,0,4497,8801,41.3,9110,8802,-83.4,9110,8805,0.999942857,9201,8806,500000,9003,8807,0,9003,,,,,,
+26802,"NAD Michigan / Michigan Old Central",9003,4268,12102,9807,1,0,4497,8801,41.3,9110,8802,-85.45,9110,8805,0.999909091,9201,8806,500000,9003,8807,0,9003,,,,,,
+26803,"NAD Michigan / Michigan West",9003,4268,12103,9807,1,0,4497,8801,41.3,9110,8802,-88.45,9110,8805,0.999909091,9201,8806,500000,9003,8807,0,9003,,,,,,
+26811,"NAD Michigan / Michigan North",9003,4268,12111,9802,1,0,4497,8821,44.47,9110,8822,-87,9110,8823,45.29,9110,8824,47.05,9110,8826,2000000,9003,8827,0,9003,,,
+26812,"NAD Michigan / Michigan Central",9003,4268,12112,9802,1,0,4497,8821,43.19,9110,8822,-84.2,9110,8823,44.11,9110,8824,45.42,9110,8826,2000000,9003,8827,0,9003,,,
+26813,"NAD Michigan / Michigan South",9003,4268,12113,9802,1,0,4497,8821,41.3,9110,8822,-84.2,9110,8823,42.06,9110,8824,43.4,9110,8826,2000000,9003,8827,0,9003,,,
+26814,"NAD83 / Maine East (ftUS)",9001,4269,11833,9807,1,1,4499,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,984250,9003,8807,0,9003,,,,,,
+26815,"NAD83 / Maine West (ftUS)",9001,4269,11834,9807,1,1,4499,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,2952750,9003,8807,0,9003,,,,,,
+26819,"NAD83 / Minnesota North (ftUS)",9001,4269,12234,9802,1,1,4499,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26820,"NAD83 / Minnesota Central (ftUS)",9001,4269,12235,9802,1,1,4499,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26821,"NAD83 / Minnesota South (ftUS)",9001,4269,12236,9802,1,1,4499,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26822,"NAD83 / Nebraska (ftUS)",9001,4269,15396,9802,1,1,4499,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,1640416.6667,9003,8827,0,9003,,,
+26823,"NAD83 / West Virginia North (ftUS)",9001,4269,14733,9802,1,1,4499,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,1968500,9001,8827,0,9001,,,
+26824,"NAD83 / West Virginia South (ftUS)",9001,4269,14734,9802,1,1,4499,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,1968500,9001,8827,0,9001,,,
+26825,"NAD83(HARN) / Maine East (ftUS)",9001,4152,11833,9807,1,1,4499,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,984250,9003,8807,0,9003,,,,,,
+26826,"NAD83(HARN) / Maine West (ftUS)",9001,4152,11834,9807,1,1,4499,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,2952750,9003,8807,0,9003,,,,,,
+26830,"NAD83(HARN) / Minnesota North (ftUS)",9001,4152,12234,9802,1,1,4499,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26831,"NAD83(HARN) / Minnesota Central (ftUS)",9001,4152,12235,9802,1,1,4499,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26832,"NAD83(HARN) / Minnesota South (ftUS)",9001,4152,12236,9802,1,1,4499,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26833,"NAD83(HARN) / Nebraska (ftUS)",9001,4152,15396,9802,1,1,4499,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,1640416.6667,9003,8827,0,9003,,,
+26834,"NAD83(HARN) / West Virginia North (ftUS)",9001,4152,14733,9802,1,1,4499,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,1968500,9001,8827,0,9001,,,
+26835,"NAD83(HARN) / West Virginia South (ftUS)",9001,4152,14734,9802,1,1,4499,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,1968500,9001,8827,0,9001,,,
+26836,"NAD83(NSRS2007) / Maine East (ftUS)",9001,4759,11833,9807,1,1,4499,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,984250,9003,8807,0,9003,,,,,,
+26837,"NAD83(NSRS2007) / Maine West (ftUS)",9001,4759,11834,9807,1,1,4499,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,2952750,9003,8807,0,9003,,,,,,
+26841,"NAD83(NSRS2007) / Minnesota North (ftUS)",9001,4759,12234,9802,1,1,4499,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26842,"NAD83(NSRS2007) / Minnesota Central (ftUS)",9001,4759,12235,9802,1,1,4499,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26843,"NAD83(NSRS2007) / Minnesota South (ftUS)",9001,4759,12236,9802,1,1,4499,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26844,"NAD83(NSRS2007) / Nebraska (ftUS)",9001,4759,15396,9802,1,1,4499,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,1640416.6667,9003,8827,0,9003,,,
+26845,"NAD83(NSRS2007) / West Virginia North (ftUS)",9001,4759,14733,9802,1,1,4499,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,1968500,9001,8827,0,9001,,,
+26846,"NAD83(NSRS2007) / West Virginia South (ftUS)",9001,4759,14734,9802,1,1,4499,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,1968500,9001,8827,0,9001,,,
+26847,"NAD83 / Maine East (ftUS)",9003,4269,11833,9807,1,0,4497,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,984250,9003,8807,0,9003,,,,,,
+26848,"NAD83 / Maine West (ftUS)",9003,4269,11834,9807,1,0,4497,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,2952750,9003,8807,0,9003,,,,,,
+26849,"NAD83 / Minnesota North (ftUS)",9003,4269,12234,9802,1,0,4497,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26850,"NAD83 / Minnesota Central (ftUS)",9003,4269,12235,9802,1,0,4497,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26851,"NAD83 / Minnesota South (ftUS)",9003,4269,12236,9802,1,0,4497,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26852,"NAD83 / Nebraska (ftUS)",9003,4269,15396,9802,1,0,4497,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,1640416.6667,9003,8827,0,9003,,,
+26853,"NAD83 / West Virginia North (ftUS)",9003,4269,14735,9802,1,0,4497,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,1968500,9003,8827,0,9003,,,
+26854,"NAD83 / West Virginia South (ftUS)",9003,4269,14736,9802,1,0,4497,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,1968500,9003,8827,0,9003,,,
+26855,"NAD83(HARN) / Maine East (ftUS)",9003,4152,11833,9807,1,0,4497,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,984250,9003,8807,0,9003,,,,,,
+26856,"NAD83(HARN) / Maine West (ftUS)",9003,4152,11834,9807,1,0,4497,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,2952750,9003,8807,0,9003,,,,,,
+26857,"NAD83(HARN) / Minnesota North (ftUS)",9003,4152,12234,9802,1,0,4497,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26858,"NAD83(HARN) / Minnesota Central (ftUS)",9003,4152,12235,9802,1,0,4497,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26859,"NAD83(HARN) / Minnesota South (ftUS)",9003,4152,12236,9802,1,0,4497,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26860,"NAD83(HARN) / Nebraska (ftUS)",9003,4152,15396,9802,1,0,4497,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,1640416.6667,9003,8827,0,9003,,,
+26861,"NAD83(HARN) / West Virginia North (ftUS)",9003,4152,14735,9802,1,0,4497,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,1968500,9003,8827,0,9003,,,
+26862,"NAD83(HARN) / West Virginia South (ftUS)",9003,4152,14736,9802,1,0,4497,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,1968500,9003,8827,0,9003,,,
+26863,"NAD83(NSRS2007) / Maine East (ftUS)",9003,4759,11833,9807,1,0,4497,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,984250,9003,8807,0,9003,,,,,,
+26864,"NAD83(NSRS2007) / Maine West (ftUS)",9003,4759,11834,9807,1,0,4497,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,2952750,9003,8807,0,9003,,,,,,
+26865,"NAD83(NSRS2007) / Minnesota North (ftUS)",9003,4759,12234,9802,1,0,4497,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26866,"NAD83(NSRS2007) / Minnesota Central (ftUS)",9003,4759,12235,9802,1,0,4497,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26867,"NAD83(NSRS2007) / Minnesota South (ftUS)",9003,4759,12236,9802,1,0,4497,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+26868,"NAD83(NSRS2007) / Nebraska (ftUS)",9003,4759,15396,9802,1,0,4497,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,1640416.6667,9003,8827,0,9003,,,
+26869,"NAD83(NSRS2007) / West Virginia North (ftUS)",9003,4759,14735,9802,1,0,4497,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,1968500,9003,8827,0,9003,,,
+26870,"NAD83(NSRS2007) / West Virginia South (ftUS)",9003,4759,14736,9802,1,0,4497,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,1968500,9003,8827,0,9003,,,
+26891,"NAD83(CSRS) / MTM zone 11",9001,4617,17711,9807,1,0,4400,8801,0,9110,8802,-82.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+26892,"NAD83(CSRS) / MTM zone 12",9001,4617,17712,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+26893,"NAD83(CSRS) / MTM zone 13",9001,4617,17713,9807,1,0,4400,8801,0,9102,8802,-84,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+26894,"NAD83(CSRS) / MTM zone 14",9001,4617,17714,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+26895,"NAD83(CSRS) / MTM zone 15",9001,4617,17715,9807,1,0,4400,8801,0,9102,8802,-90,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+26896,"NAD83(CSRS) / MTM zone 16",9001,4617,17716,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+26897,"NAD83(CSRS) / MTM zone 17",9001,4617,17717,9807,1,0,4400,8801,0,9102,8802,-96,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+26898,"NAD83(CSRS) / MTM zone 1",9001,4617,17701,9807,1,0,4496,8801,0,9102,8802,-53,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+26899,"NAD83(CSRS) / MTM zone 2",9001,4617,17702,9807,1,0,4496,8801,0,9102,8802,-56,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+26901,"NAD83 / UTM zone 1N",9001,4269,16001,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26902,"NAD83 / UTM zone 2N",9001,4269,16002,9807,1,0,4400,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26903,"NAD83 / UTM zone 3N",9001,4269,16003,9807,1,0,4400,8801,0,9102,8802,-165,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26904,"NAD83 / UTM zone 4N",9001,4269,16004,9807,1,0,4400,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26905,"NAD83 / UTM zone 5N",9001,4269,16005,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26906,"NAD83 / UTM zone 6N",9001,4269,16006,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26907,"NAD83 / UTM zone 7N",9001,4269,16007,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26908,"NAD83 / UTM zone 8N",9001,4269,16008,9807,1,0,4400,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26909,"NAD83 / UTM zone 9N",9001,4269,16009,9807,1,0,4400,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26910,"NAD83 / UTM zone 10N",9001,4269,16010,9807,1,0,4400,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26911,"NAD83 / UTM zone 11N",9001,4269,16011,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26912,"NAD83 / UTM zone 12N",9001,4269,16012,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26913,"NAD83 / UTM zone 13N",9001,4269,16013,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26914,"NAD83 / UTM zone 14N",9001,4269,16014,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26915,"NAD83 / UTM zone 15N",9001,4269,16015,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26916,"NAD83 / UTM zone 16N",9001,4269,16016,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26917,"NAD83 / UTM zone 17N",9001,4269,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26918,"NAD83 / UTM zone 18N",9001,4269,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26919,"NAD83 / UTM zone 19N",9001,4269,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26920,"NAD83 / UTM zone 20N",9001,4269,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26921,"NAD83 / UTM zone 21N",9001,4269,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26922,"NAD83 / UTM zone 22N",9001,4269,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26923,"NAD83 / UTM zone 23N",9001,4269,16023,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+26929,"NAD83 / Alabama East",9001,4269,10131,9807,1,0,4499,8801,30.3,9110,8802,-85.5,9110,8805,0.99996,9201,8806,200000,9001,8807,0,9001,,,,,,
+26930,"NAD83 / Alabama West",9001,4269,10132,9807,1,0,4499,8801,30,9110,8802,-87.3,9110,8805,0.999933333,9201,8806,600000,9001,8807,0,9001,,,,,,
+26931,"NAD83 / Alaska zone 1",9001,4269,15031,9812,1,0,4499,8806,5000000,9001,8807,-5000000,9001,8811,57,9110,8812,-133.4,9110,8813,323.07483685,9110,8814,323.07483685,9110,8815,0.9999,9201
+26932,"NAD83 / Alaska zone 2",9001,4269,15032,9807,1,0,4499,8801,54,9102,8802,-142,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+26933,"NAD83 / Alaska zone 3",9001,4269,15033,9807,1,0,4499,8801,54,9102,8802,-146,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+26934,"NAD83 / Alaska zone 4",9001,4269,15034,9807,1,0,4499,8801,54,9102,8802,-150,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+26935,"NAD83 / Alaska zone 5",9001,4269,15035,9807,1,0,4499,8801,54,9102,8802,-154,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+26936,"NAD83 / Alaska zone 6",9001,4269,15036,9807,1,0,4499,8801,54,9102,8802,-158,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+26937,"NAD83 / Alaska zone 7",9001,4269,15037,9807,1,0,4499,8801,54,9102,8802,-162,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+26938,"NAD83 / Alaska zone 8",9001,4269,15038,9807,1,0,4499,8801,54,9102,8802,-166,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+26939,"NAD83 / Alaska zone 9",9001,4269,15039,9807,1,0,4499,8801,54,9102,8802,-170,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+26940,"NAD83 / Alaska zone 10",9001,4269,15040,9802,1,0,4499,8821,51,9110,8822,-176,9110,8823,53.5,9110,8824,51.5,9110,8826,1000000,9001,8827,0,9001,,,
+26941,"NAD83 / California zone 1",9001,4269,10431,9802,1,0,4499,8821,39.2,9110,8822,-122,9110,8823,41.4,9110,8824,40,9110,8826,2000000,9001,8827,500000,9001,,,
+26942,"NAD83 / California zone 2",9001,4269,10432,9802,1,0,4499,8821,37.4,9110,8822,-122,9110,8823,39.5,9110,8824,38.2,9110,8826,2000000,9001,8827,500000,9001,,,
+26943,"NAD83 / California zone 3",9001,4269,10433,9802,1,0,4499,8821,36.3,9110,8822,-120.3,9110,8823,38.26,9110,8824,37.04,9110,8826,2000000,9001,8827,500000,9001,,,
+26944,"NAD83 / California zone 4",9001,4269,10434,9802,1,0,4499,8821,35.2,9110,8822,-119,9110,8823,37.15,9110,8824,36,9110,8826,2000000,9001,8827,500000,9001,,,
+26945,"NAD83 / California zone 5",9001,4269,10435,9802,1,0,4499,8821,33.3,9110,8822,-118,9110,8823,35.28,9110,8824,34.02,9110,8826,2000000,9001,8827,500000,9001,,,
+26946,"NAD83 / California zone 6",9001,4269,10436,9802,1,0,4499,8821,32.1,9110,8822,-116.15,9110,8823,33.53,9110,8824,32.47,9110,8826,2000000,9001,8827,500000,9001,,,
+26948,"NAD83 / Arizona East",9001,4269,10231,9807,1,0,4499,8801,31,9110,8802,-110.1,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
+26949,"NAD83 / Arizona Central",9001,4269,10232,9807,1,0,4499,8801,31,9110,8802,-111.55,9110,8805,0.9999,9201,8806,213360,9001,8807,0,9001,,,,,,
+26950,"NAD83 / Arizona West",9001,4269,10233,9807,1,0,4499,8801,31,9110,8802,-113.45,9110,8805,0.999933333,9201,8806,213360,9001,8807,0,9001,,,,,,
+26951,"NAD83 / Arkansas North",9001,4269,10331,9802,1,0,4499,8821,34.2,9110,8822,-92,9110,8823,36.14,9110,8824,34.56,9110,8826,400000,9001,8827,0,9001,,,
+26952,"NAD83 / Arkansas South",9001,4269,10332,9802,1,0,4499,8821,32.4,9110,8822,-92,9110,8823,34.46,9110,8824,33.18,9110,8826,400000,9001,8827,400000,9001,,,
+26953,"NAD83 / Colorado North",9001,4269,10531,9802,1,0,4499,8821,39.2,9110,8822,-105.3,9110,8823,40.47,9110,8824,39.43,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
+26954,"NAD83 / Colorado Central",9001,4269,10532,9802,1,0,4499,8821,37.5,9110,8822,-105.3,9110,8823,39.45,9110,8824,38.27,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
+26955,"NAD83 / Colorado South",9001,4269,10533,9802,1,0,4499,8821,36.4,9110,8822,-105.3,9110,8823,38.26,9110,8824,37.14,9110,8826,914401.8289,9001,8827,304800.6096,9001,,,
+26956,"NAD83 / Connecticut",9001,4269,10630,9802,1,0,4499,8821,40.5,9110,8822,-72.45,9110,8823,41.52,9110,8824,41.12,9110,8826,304800.6096,9001,8827,152400.3048,9001,,,
+26957,"NAD83 / Delaware",9001,4269,10730,9807,1,0,4499,8801,38,9110,8802,-75.25,9110,8805,0.999995,9201,8806,200000,9001,8807,0,9001,,,,,,
+26958,"NAD83 / Florida East",9001,4269,10931,9807,1,0,4499,8801,24.2,9110,8802,-81,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
+26959,"NAD83 / Florida West",9001,4269,10932,9807,1,0,4499,8801,24.2,9110,8802,-82,9110,8805,0.999941177,9201,8806,200000,9001,8807,0,9001,,,,,,
+26960,"NAD83 / Florida North",9001,4269,10933,9802,1,0,4499,8821,29,9110,8822,-84.3,9110,8823,30.45,9110,8824,29.35,9110,8826,600000,9001,8827,0,9001,,,
+26961,"NAD83 / Hawaii zone 1",9001,4269,15131,9807,1,0,4499,8801,18.5,9110,8802,-155.3,9110,8805,0.999966667,9201,8806,500000,9001,8807,0,9001,,,,,,
+26962,"NAD83 / Hawaii zone 2",9001,4269,15132,9807,1,0,4499,8801,20.2,9110,8802,-156.4,9110,8805,0.999966667,9201,8806,500000,9001,8807,0,9001,,,,,,
+26963,"NAD83 / Hawaii zone 3",9001,4269,15133,9807,1,0,4499,8801,21.1,9110,8802,-158,9110,8805,0.99999,9201,8806,500000,9001,8807,0,9001,,,,,,
+26964,"NAD83 / Hawaii zone 4",9001,4269,15134,9807,1,0,4499,8801,21.5,9110,8802,-159.3,9110,8805,0.99999,9201,8806,500000,9001,8807,0,9001,,,,,,
+26965,"NAD83 / Hawaii zone 5",9001,4269,15135,9807,1,0,4499,8801,21.4,9110,8802,-160.1,9110,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+26966,"NAD83 / Georgia East",9001,4269,11031,9807,1,0,4499,8801,30,9110,8802,-82.1,9110,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+26967,"NAD83 / Georgia West",9001,4269,11032,9807,1,0,4499,8801,30,9110,8802,-84.1,9110,8805,0.9999,9201,8806,700000,9001,8807,0,9001,,,,,,
+26968,"NAD83 / Idaho East",9001,4269,11131,9807,1,0,4499,8801,41.4,9110,8802,-112.1,9110,8805,0.999947368,9201,8806,200000,9001,8807,0,9001,,,,,,
+26969,"NAD83 / Idaho Central",9001,4269,11132,9807,1,0,4499,8801,41.4,9110,8802,-114,9110,8805,0.999947368,9201,8806,500000,9001,8807,0,9001,,,,,,
+26970,"NAD83 / Idaho West",9001,4269,11133,9807,1,0,4499,8801,41.4,9110,8802,-115.45,9110,8805,0.999933333,9201,8806,800000,9001,8807,0,9001,,,,,,
+26971,"NAD83 / Illinois East",9001,4269,11231,9807,1,0,4499,8801,36.4,9110,8802,-88.2,9110,8805,0.999975,9201,8806,300000,9001,8807,0,9001,,,,,,
+26972,"NAD83 / Illinois West",9001,4269,11232,9807,1,0,4499,8801,36.4,9110,8802,-90.1,9110,8805,0.999941177,9201,8806,700000,9001,8807,0,9001,,,,,,
+26973,"NAD83 / Indiana East",9001,4269,11331,9807,1,0,4499,8801,37.3,9110,8802,-85.4,9110,8805,0.999966667,9201,8806,100000,9001,8807,250000,9001,,,,,,
+26974,"NAD83 / Indiana West",9001,4269,11332,9807,1,0,4499,8801,37.3,9110,8802,-87.05,9110,8805,0.999966667,9201,8806,900000,9001,8807,250000,9001,,,,,,
+26975,"NAD83 / Iowa North",9001,4269,11431,9802,1,0,4499,8821,41.3,9110,8822,-93.3,9110,8823,43.16,9110,8824,42.04,9110,8826,1500000,9001,8827,1000000,9001,,,
+26976,"NAD83 / Iowa South",9001,4269,11432,9802,1,0,4499,8821,40,9110,8822,-93.3,9110,8823,41.47,9110,8824,40.37,9110,8826,500000,9001,8827,0,9001,,,
+26977,"NAD83 / Kansas North",9001,4269,11531,9802,1,0,4499,8821,38.2,9110,8822,-98,9110,8823,39.47,9110,8824,38.43,9110,8826,400000,9001,8827,0,9001,,,
+26978,"NAD83 / Kansas South",9001,4269,11532,9802,1,0,4499,8821,36.4,9110,8822,-98.3,9110,8823,38.34,9110,8824,37.16,9110,8826,400000,9001,8827,400000,9001,,,
+26979,"NAD83 / Kentucky North",9001,4269,11631,9802,1,1,4499,8821,37.3,9110,8822,-84.15,9110,8823,37.58,9110,8824,37.58,9110,8826,500000,9001,8827,0,9001,,,
+26980,"NAD83 / Kentucky South",9001,4269,11632,9802,1,0,4499,8821,36.2,9110,8822,-85.45,9110,8823,37.56,9110,8824,36.44,9110,8826,500000,9001,8827,500000,9001,,,
+26981,"NAD83 / Louisiana North",9001,4269,11731,9802,1,0,4499,8821,30.3,9110,8822,-92.3,9110,8823,32.4,9110,8824,31.1,9110,8826,1000000,9001,8827,0,9001,,,
+26982,"NAD83 / Louisiana South",9001,4269,11732,9802,1,0,4499,8821,28.3,9110,8822,-91.2,9110,8823,30.42,9110,8824,29.18,9110,8826,1000000,9001,8827,0,9001,,,
+26983,"NAD83 / Maine East",9001,4269,11831,9807,1,0,4499,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,300000,9001,8807,0,9001,,,,,,
+26984,"NAD83 / Maine West",9001,4269,11832,9807,1,0,4499,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,900000,9001,8807,0,9001,,,,,,
+26985,"NAD83 / Maryland",9001,4269,11930,9802,1,0,4499,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,400000,9001,8827,0,9001,,,
+26986,"NAD83 / Massachusetts Mainland",9001,4269,12031,9802,1,0,4499,8821,41,9110,8822,-71.3,9110,8823,42.41,9110,8824,41.43,9110,8826,200000,9001,8827,750000,9001,,,
+26987,"NAD83 / Massachusetts Island",9001,4269,12032,9802,1,0,4499,8821,41,9110,8822,-70.3,9110,8823,41.29,9110,8824,41.17,9110,8826,500000,9001,8827,0,9001,,,
+26988,"NAD83 / Michigan North",9001,4269,12141,9802,1,0,4499,8821,44.47,9110,8822,-87,9110,8823,47.05,9110,8824,45.29,9110,8826,8000000,9001,8827,0,9001,,,
+26989,"NAD83 / Michigan Central",9001,4269,12142,9802,1,0,4499,8821,43.19,9110,8822,-84.22,9110,8823,45.42,9110,8824,44.11,9110,8826,6000000,9001,8827,0,9001,,,
+26990,"NAD83 / Michigan South",9001,4269,12143,9802,1,0,4499,8821,41.3,9110,8822,-84.22,9110,8823,43.4,9110,8824,42.06,9110,8826,4000000,9001,8827,0,9001,,,
+26991,"NAD83 / Minnesota North",9001,4269,12231,9802,1,0,4499,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,800000,9001,8827,100000,9001,,,
+26992,"NAD83 / Minnesota Central",9001,4269,12232,9802,1,0,4499,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,800000,9001,8827,100000,9001,,,
+26993,"NAD83 / Minnesota South",9001,4269,12233,9802,1,0,4499,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,800000,9001,8827,100000,9001,,,
+26994,"NAD83 / Mississippi East",9001,4269,12331,9807,1,0,4499,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,300000,9001,8807,0,9001,,,,,,
+26995,"NAD83 / Mississippi West",9001,4269,12332,9807,1,0,4499,8801,29.3,9110,8802,-90.2,9110,8805,0.99995,9201,8806,700000,9001,8807,0,9001,,,,,,
+26996,"NAD83 / Missouri East",9001,4269,12431,9807,1,0,4499,8801,35.5,9110,8802,-90.3,9110,8805,0.999933333,9201,8806,250000,9001,8807,0,9001,,,,,,
+26997,"NAD83 / Missouri Central",9001,4269,12432,9807,1,0,4499,8801,35.5,9110,8802,-92.3,9110,8805,0.999933333,9201,8806,500000,9001,8807,0,9001,,,,,,
+26998,"NAD83 / Missouri West",9001,4269,12433,9807,1,0,4499,8801,36.1,9110,8802,-94.3,9110,8805,0.999941177,9201,8806,850000,9001,8807,0,9001,,,,,,
+27037,"Nahrwan 1967 / UTM zone 37N",9001,4270,16037,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+27038,"Nahrwan 1967 / UTM zone 38N",9001,4270,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+27039,"Nahrwan 1967 / UTM zone 39N",9001,4270,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+27040,"Nahrwan 1967 / UTM zone 40N",9001,4270,16040,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+27120,"Naparima 1972 / UTM zone 20N",9001,4271,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+27200,"NZGD49 / New Zealand Map Grid",9001,4272,19917,9811,1,0,4400,8801,-41,9102,8802,173,9102,8806,2510000,9001,8807,6023150,9001,,,,,,,,,
+27205,"NZGD49 / Mount Eden Circuit",9001,4272,17901,9807,1,0,4500,8801,-36.5247515,9110,8802,174.45516217,9110,8805,0.9999,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27206,"NZGD49 / Bay of Plenty Circuit",9001,4272,17902,9807,1,0,4500,8801,-37.45404993,9110,8802,176.27583101,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27207,"NZGD49 / Poverty Bay Circuit",9001,4272,17903,9807,1,0,4500,8801,-38.372893,9110,8802,177.53082906,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27208,"NZGD49 / Hawkes Bay Circuit",9001,4272,17904,9807,1,0,4500,8801,-39.39033455,9110,8802,176.40252499,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27209,"NZGD49 / Taranaki Circuit",9001,4272,17905,9807,1,0,4500,8801,-39.08087299,9110,8802,174.13408423,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27210,"NZGD49 / Tuhirangi Circuit",9001,4272,17906,9807,1,0,4500,8801,-39.30448934,9110,8802,175.38241325,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27211,"NZGD49 / Wanganui Circuit",9001,4272,17907,9807,1,0,4500,8801,-40.14310097,9110,8802,175.29171586,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27212,"NZGD49 / Wairarapa Circuit",9001,4272,17908,9807,1,0,4500,8801,-40.55319175,9110,8802,175.38504588,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27213,"NZGD49 / Wellington Circuit",9001,4272,17909,9807,1,0,4500,8801,-41.18047507,9110,8802,174.46358432,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27214,"NZGD49 / Collingwood Circuit",9001,4272,17910,9807,1,0,4500,8801,-40.42531326,9110,8802,172.40193674,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27215,"NZGD49 / Nelson Circuit",9001,4272,17911,9807,1,0,4500,8801,-41.1628361,9110,8802,173.17575405,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27216,"NZGD49 / Karamea Circuit",9001,4272,17912,9807,1,0,4500,8801,-41.17236815,9110,8802,172.06325015,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27217,"NZGD49 / Buller Circuit",9001,4272,17913,9807,1,0,4500,8801,-41.48388903,9110,8802,171.34525362,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27218,"NZGD49 / Grey Circuit",9001,4272,17914,9807,1,0,4500,8801,-42.20012994,9110,8802,171.32591767,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27219,"NZGD49 / Amuri Circuit",9001,4272,17915,9807,1,0,4500,8801,-42.41208197,9110,8802,173.00364802,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27220,"NZGD49 / Marlborough Circuit",9001,4272,17916,9807,1,0,4500,8801,-41.3240152,9110,8802,173.48074668,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27221,"NZGD49 / Hokitika Circuit",9001,4272,17917,9807,1,0,4500,8801,-42.53107605,9110,8802,170.58479766,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27222,"NZGD49 / Okarito Circuit",9001,4272,17918,9807,1,0,4500,8801,-43.06364613,9110,8802,170.1539333,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27223,"NZGD49 / Jacksons Bay Circuit",9001,4272,17919,9807,1,0,4500,8801,-43.58400904,9110,8802,168.36225612,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27224,"NZGD49 / Mount Pleasant Circuit",9001,4272,17920,9807,1,0,4500,8801,-43.35262953,9110,8802,172.43378969,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27225,"NZGD49 / Gawler Circuit",9001,4272,17921,9807,1,0,4500,8801,-43.44553616,9110,8802,171.21386945,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27226,"NZGD49 / Timaru Circuit",9001,4272,17922,9807,1,0,4500,8801,-44.24079933,9110,8802,171.0326103,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27227,"NZGD49 / Lindis Peak Circuit",9001,4272,17923,9807,1,0,4500,8801,-44.44069647,9110,8802,169.28039183,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27228,"NZGD49 / Mount Nicholas Circuit",9001,4272,17924,9807,1,0,4500,8801,-45.07584493,9110,8802,168.23551083,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27229,"NZGD49 / Mount York Circuit",9001,4272,17925,9807,1,0,4500,8801,-45.33494142,9110,8802,167.44199024,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27230,"NZGD49 / Observation Point Circuit",9001,4272,17926,9807,1,0,4500,8801,-45.48583078,9110,8802,170.37429426,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27231,"NZGD49 / North Taieri Circuit",9001,4272,17927,9807,1,0,4500,8801,-45.51414481,9110,8802,170.16573208,9110,8805,0.99996,9201,8806,300000,9001,8807,700000,9001,,,,,,
+27232,"NZGD49 / Bluff Circuit",9001,4272,17928,9807,1,0,4500,8801,-46.36000346,9110,8802,168.20343392,9110,8805,1,9201,8806,300002.66,9001,8807,699999.58,9001,,,,,,
+27258,"NZGD49 / UTM zone 58S",9001,4272,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+27259,"NZGD49 / UTM zone 59S",9001,4272,16159,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+27260,"NZGD49 / UTM zone 60S",9001,4272,16160,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+27291,"NZGD49 / North Island Grid",9040,4272,18141,9807,1,0,4409,8801,-39,9110,8802,175.3,9110,8805,1,9201,8806,300000,9040,8807,400000,9040,,,,,,
+27292,"NZGD49 / South Island Grid",9040,4272,18142,9807,1,0,4409,8801,-44,9110,8802,171.3,9110,8805,1,9201,8806,500000,9040,8807,500000,9040,,,,,,
+27391,"NGO 1948 (Oslo) / NGO zone I",9001,4817,18221,9807,1,0,4531,8801,58,9110,8802,-4.4,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+27392,"NGO 1948 (Oslo) / NGO zone II",9001,4817,18222,9807,1,0,4531,8801,58,9110,8802,-2.2,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+27393,"NGO 1948 (Oslo) / NGO zone III",9001,4817,18223,9807,1,0,4531,8801,58,9110,8802,0,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+27394,"NGO 1948 (Oslo) / NGO zone IV",9001,4817,18224,9807,1,0,4531,8801,58,9110,8802,2.3,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+27395,"NGO 1948 (Oslo) / NGO zone V",9001,4817,18225,9807,1,0,4531,8801,58,9110,8802,6.1,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+27396,"NGO 1948 (Oslo) / NGO zone VI",9001,4817,18226,9807,1,0,4531,8801,58,9110,8802,10.1,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+27397,"NGO 1948 (Oslo) / NGO zone VII",9001,4817,18227,9807,1,0,4531,8801,58,9110,8802,14.1,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+27398,"NGO 1948 (Oslo) / NGO zone VIII",9001,4817,18228,9807,1,0,4531,8801,58,9110,8802,18.2,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+27429,"Datum 73 / UTM zone 29N",9001,4274,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+27492,"Datum 73 / Modified Portuguese Grid",9001,4274,19974,9807,1,1,4530,8801,39.4,9110,8802,-8.0754862,9110,8805,1,9201,8806,180.598,9001,8807,-86.99,9001,,,,,,
+27493,"Datum 73 / Modified Portuguese Grid",9001,4274,19974,9807,1,0,4499,8801,39.4,9110,8802,-8.0754862,9110,8805,1,9201,8806,180.598,9001,8807,-86.99,9001,,,,,,
+27500,"ATF (Paris) / Nord de Guerre",9001,4901,19903,9801,1,0,4499,8801,55,9105,8802,6,9105,8805,0.99950908,9201,8806,500000,9001,8807,300000,9001,,,,,,
+27561,"NTF (Paris) / Lambert Nord France",9001,4807,18091,9801,1,0,4499,8801,55,9105,8802,0,9105,8805,0.999877341,9201,8806,600000,9001,8807,200000,9001,,,,,,
+27562,"NTF (Paris) / Lambert Centre France",9001,4807,18092,9801,1,0,4499,8801,52,9105,8802,0,9105,8805,0.99987742,9201,8806,600000,9001,8807,200000,9001,,,,,,
+27563,"NTF (Paris) / Lambert Sud France",9001,4807,18093,9801,1,0,4499,8801,49,9105,8802,0,9105,8805,0.999877499,9201,8806,600000,9001,8807,200000,9001,,,,,,
+27564,"NTF (Paris) / Lambert Corse",9001,4807,18094,9801,1,0,4499,8801,46.85,9105,8802,0,9105,8805,0.99994471,9201,8806,234.358,9001,8807,185861.369,9001,,,,,,
+27571,"NTF (Paris) / Lambert zone I",9001,4807,18081,9801,1,0,4499,8801,55,9105,8802,0,9105,8805,0.999877341,9201,8806,600000,9001,8807,1200000,9001,,,,,,
+27572,"NTF (Paris) / Lambert zone II",9001,4807,18082,9801,1,0,4499,8801,52,9105,8802,0,9105,8805,0.99987742,9201,8806,600000,9001,8807,2200000,9001,,,,,,
+27573,"NTF (Paris) / Lambert zone III",9001,4807,18083,9801,1,0,4499,8801,49,9105,8802,0,9105,8805,0.999877499,9201,8806,600000,9001,8807,3200000,9001,,,,,,
+27574,"NTF (Paris) / Lambert zone IV",9001,4807,18084,9801,1,0,4499,8801,46.85,9105,8802,0,9105,8805,0.99994471,9201,8806,234.358,9001,8807,4185861.369,9001,,,,,,
+27581,"NTF (Paris) / France I",9001,4807,18081,9801,1,1,4499,8801,55,9105,8802,0,9105,8805,0.999877341,9201,8806,600000,9001,8807,1200000,9001,,,,,,
+27582,"NTF (Paris) / France II",9001,4807,18082,9801,1,1,4499,8801,52,9105,8802,0,9105,8805,0.99987742,9201,8806,600000,9001,8807,2200000,9001,,,,,,
+27583,"NTF (Paris) / France III",9001,4807,18083,9801,1,1,4499,8801,49,9105,8802,0,9105,8805,0.999877499,9201,8806,600000,9001,8807,3200000,9001,,,,,,
+27584,"NTF (Paris) / France IV",9001,4807,18084,9801,1,1,4499,8801,46.85,9105,8802,0,9105,8805,0.99994471,9201,8806,234.358,9001,8807,4185861.369,9001,,,,,,
+27591,"NTF (Paris) / Nord France",9001,4807,18091,9801,1,1,4499,8801,55,9105,8802,0,9105,8805,0.999877341,9201,8806,600000,9001,8807,200000,9001,,,,,,
+27592,"NTF (Paris) / Centre France",9001,4807,18092,9801,1,1,4499,8801,52,9105,8802,0,9105,8805,0.99987742,9201,8806,600000,9001,8807,200000,9001,,,,,,
+27593,"NTF (Paris) / Sud France",9001,4807,18093,9801,1,1,4499,8801,49,9105,8802,0,9105,8805,0.999877499,9201,8806,600000,9001,8807,200000,9001,,,,,,
+27594,"NTF (Paris) / Corse",9001,4807,18094,9801,1,1,4499,8801,46.85,9105,8802,0,9105,8805,0.99994471,9201,8806,234.358,9001,8807,185861.369,9001,,,,,,
+27700,"OSGB 1936 / British National Grid",9001,4277,19916,9807,1,0,4400,8801,49,9102,8802,-2,9102,8805,0.9996012717,9201,8806,400000,9001,8807,-100000,9001,,,,,,
+28191,"Palestine 1923 / Palestine Grid",9001,4281,18201,9806,1,0,4400,8801,31.4402749,9110,8802,35.124349,9110,8806,170251.555,9001,8807,126867.909,9001,,,,,,,,,
+28192,"Palestine 1923 / Palestine Belt",9001,4281,18202,9807,1,0,4400,8801,31.4402749,9110,8802,35.124349,9110,8805,1,9201,8806,170251.555,9001,8807,1126867.909,9001,,,,,,
+28193,"Palestine 1923 / Israeli CS Grid",9001,4281,18203,9806,1,0,4400,8801,31.4402749,9110,8802,35.124349,9110,8806,170251.555,9001,8807,1126867.909,9001,,,,,,,,,
+28232,"Pointe Noire / UTM zone 32S",9001,4282,16132,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28348,"GDA94 / MGA zone 48",9001,4283,17348,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28349,"GDA94 / MGA zone 49",9001,4283,17349,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28350,"GDA94 / MGA zone 50",9001,4283,17350,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28351,"GDA94 / MGA zone 51",9001,4283,17351,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28352,"GDA94 / MGA zone 52",9001,4283,17352,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28353,"GDA94 / MGA zone 53",9001,4283,17353,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28354,"GDA94 / MGA zone 54",9001,4283,17354,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28355,"GDA94 / MGA zone 55",9001,4283,17355,9807,1,0,4400,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28356,"GDA94 / MGA zone 56",9001,4283,17356,9807,1,0,4400,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28357,"GDA94 / MGA zone 57",9001,4283,17357,9807,1,0,4400,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28358,"GDA94 / MGA zone 58",9001,4283,17358,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+28402,"Pulkovo 1942 / Gauss-Kruger zone 2",9001,4284,16202,9807,1,0,4530,8801,0,9102,8802,9,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+28403,"Pulkovo 1942 / Gauss-Kruger zone 3",9001,4284,16203,9807,1,0,4530,8801,0,9102,8802,15,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+28404,"Pulkovo 1942 / Gauss-Kruger zone 4",9001,4284,16204,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+28405,"Pulkovo 1942 / Gauss-Kruger zone 5",9001,4284,16205,9807,1,0,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+28406,"Pulkovo 1942 / Gauss-Kruger zone 6",9001,4284,16206,9807,1,0,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+28407,"Pulkovo 1942 / Gauss-Kruger zone 7",9001,4284,16207,9807,1,0,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+28408,"Pulkovo 1942 / Gauss-Kruger zone 8",9001,4284,16208,9807,1,0,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,8500000,9001,8807,0,9001,,,,,,
+28409,"Pulkovo 1942 / Gauss-Kruger zone 9",9001,4284,16209,9807,1,0,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,9500000,9001,8807,0,9001,,,,,,
+28410,"Pulkovo 1942 / Gauss-Kruger zone 10",9001,4284,16210,9807,1,0,4530,8801,0,9102,8802,57,9102,8805,1,9201,8806,10500000,9001,8807,0,9001,,,,,,
+28411,"Pulkovo 1942 / Gauss-Kruger zone 11",9001,4284,16211,9807,1,0,4530,8801,0,9102,8802,63,9102,8805,1,9201,8806,11500000,9001,8807,0,9001,,,,,,
+28412,"Pulkovo 1942 / Gauss-Kruger zone 12",9001,4284,16212,9807,1,0,4530,8801,0,9102,8802,69,9102,8805,1,9201,8806,12500000,9001,8807,0,9001,,,,,,
+28413,"Pulkovo 1942 / Gauss-Kruger zone 13",9001,4284,16213,9807,1,0,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,13500000,9001,8807,0,9001,,,,,,
+28414,"Pulkovo 1942 / Gauss-Kruger zone 14",9001,4284,16214,9807,1,0,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,14500000,9001,8807,0,9001,,,,,,
+28415,"Pulkovo 1942 / Gauss-Kruger zone 15",9001,4284,16215,9807,1,0,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,15500000,9001,8807,0,9001,,,,,,
+28416,"Pulkovo 1942 / Gauss-Kruger zone 16",9001,4284,16216,9807,1,0,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,16500000,9001,8807,0,9001,,,,,,
+28417,"Pulkovo 1942 / Gauss-Kruger zone 17",9001,4284,16217,9807,1,0,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,17500000,9001,8807,0,9001,,,,,,
+28418,"Pulkovo 1942 / Gauss-Kruger zone 18",9001,4284,16218,9807,1,0,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,18500000,9001,8807,0,9001,,,,,,
+28419,"Pulkovo 1942 / Gauss-Kruger zone 19",9001,4284,16219,9807,1,0,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,19500000,9001,8807,0,9001,,,,,,
+28420,"Pulkovo 1942 / Gauss-Kruger zone 20",9001,4284,16220,9807,1,0,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,20500000,9001,8807,0,9001,,,,,,
+28421,"Pulkovo 1942 / Gauss-Kruger zone 21",9001,4284,16221,9807,1,0,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,21500000,9001,8807,0,9001,,,,,,
+28422,"Pulkovo 1942 / Gauss-Kruger zone 22",9001,4284,16222,9807,1,0,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,22500000,9001,8807,0,9001,,,,,,
+28423,"Pulkovo 1942 / Gauss-Kruger zone 23",9001,4284,16223,9807,1,0,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,23500000,9001,8807,0,9001,,,,,,
+28424,"Pulkovo 1942 / Gauss-Kruger zone 24",9001,4284,16224,9807,1,0,4530,8801,0,9102,8802,141,9102,8805,1,9201,8806,24500000,9001,8807,0,9001,,,,,,
+28425,"Pulkovo 1942 / Gauss-Kruger zone 25",9001,4284,16225,9807,1,0,4530,8801,0,9102,8802,147,9102,8805,1,9201,8806,25500000,9001,8807,0,9001,,,,,,
+28426,"Pulkovo 1942 / Gauss-Kruger zone 26",9001,4284,16226,9807,1,0,4530,8801,0,9102,8802,153,9102,8805,1,9201,8806,26500000,9001,8807,0,9001,,,,,,
+28427,"Pulkovo 1942 / Gauss-Kruger zone 27",9001,4284,16227,9807,1,0,4530,8801,0,9102,8802,159,9102,8805,1,9201,8806,27500000,9001,8807,0,9001,,,,,,
+28428,"Pulkovo 1942 / Gauss-Kruger zone 28",9001,4284,16228,9807,1,0,4530,8801,0,9102,8802,165,9102,8805,1,9201,8806,28500000,9001,8807,0,9001,,,,,,
+28429,"Pulkovo 1942 / Gauss-Kruger zone 29",9001,4284,16229,9807,1,0,4530,8801,0,9102,8802,171,9102,8805,1,9201,8806,29500000,9001,8807,0,9001,,,,,,
+28430,"Pulkovo 1942 / Gauss-Kruger zone 30",9001,4284,16230,9807,1,0,4530,8801,0,9102,8802,177,9102,8805,1,9201,8806,30500000,9001,8807,0,9001,,,,,,
+28431,"Pulkovo 1942 / Gauss-Kruger zone 31",9001,4284,16231,9807,1,0,4530,8801,0,9102,8802,-177,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
+28432,"Pulkovo 1942 / Gauss-Kruger zone 32",9001,4284,16232,9807,1,0,4530,8801,0,9102,8802,-171,9102,8805,1,9201,8806,32500000,9001,8807,0,9001,,,,,,
+28462,"Pulkovo 1942 / Gauss-Kruger 2N",9001,4284,16302,9807,1,1,4530,8801,0,9102,8802,9,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28463,"Pulkovo 1942 / Gauss-Kruger 3N",9001,4284,16303,9807,1,1,4530,8801,0,9102,8802,15,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28464,"Pulkovo 1942 / Gauss-Kruger 4N",9001,4284,16304,9807,1,1,4530,8801,0,9102,8802,21,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28465,"Pulkovo 1942 / Gauss-Kruger 5N",9001,4284,16305,9807,1,1,4530,8801,0,9102,8802,27,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28466,"Pulkovo 1942 / Gauss-Kruger 6N",9001,4284,16306,9807,1,1,4530,8801,0,9102,8802,33,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28467,"Pulkovo 1942 / Gauss-Kruger 7N",9001,4284,16307,9807,1,1,4530,8801,0,9102,8802,39,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28468,"Pulkovo 1942 / Gauss-Kruger 8N",9001,4284,16308,9807,1,1,4530,8801,0,9102,8802,45,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28469,"Pulkovo 1942 / Gauss-Kruger 9N",9001,4284,16309,9807,1,1,4530,8801,0,9102,8802,51,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28470,"Pulkovo 1942 / Gauss-Kruger 10N",9001,4284,16310,9807,1,1,4530,8801,0,9102,8802,57,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28471,"Pulkovo 1942 / Gauss-Kruger 11N",9001,4284,16311,9807,1,1,4530,8801,0,9102,8802,63,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28472,"Pulkovo 1942 / Gauss-Kruger 12N",9001,4284,16312,9807,1,1,4530,8801,0,9102,8802,69,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28473,"Pulkovo 1942 / Gauss-Kruger 13N",9001,4284,16313,9807,1,1,4530,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28474,"Pulkovo 1942 / Gauss-Kruger 14N",9001,4284,16314,9807,1,1,4530,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28475,"Pulkovo 1942 / Gauss-Kruger 15N",9001,4284,16315,9807,1,1,4530,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28476,"Pulkovo 1942 / Gauss-Kruger 16N",9001,4284,16316,9807,1,1,4530,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28477,"Pulkovo 1942 / Gauss-Kruger 17N",9001,4284,16317,9807,1,1,4530,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28478,"Pulkovo 1942 / Gauss-Kruger 18N",9001,4284,16318,9807,1,1,4530,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28479,"Pulkovo 1942 / Gauss-Kruger 19N",9001,4284,16319,9807,1,1,4530,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28480,"Pulkovo 1942 / Gauss-Kruger 20N",9001,4284,16320,9807,1,1,4530,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28481,"Pulkovo 1942 / Gauss-Kruger 21N",9001,4284,16321,9807,1,1,4530,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28482,"Pulkovo 1942 / Gauss-Kruger 22N",9001,4284,16322,9807,1,1,4530,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28483,"Pulkovo 1942 / Gauss-Kruger 23N",9001,4284,16323,9807,1,1,4530,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28484,"Pulkovo 1942 / Gauss-Kruger 24N",9001,4284,16324,9807,1,1,4530,8801,0,9102,8802,141,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28485,"Pulkovo 1942 / Gauss-Kruger 25N",9001,4284,16325,9807,1,1,4530,8801,0,9102,8802,147,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28486,"Pulkovo 1942 / Gauss-Kruger 26N",9001,4284,16326,9807,1,1,4530,8801,0,9102,8802,153,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28487,"Pulkovo 1942 / Gauss-Kruger 27N",9001,4284,16327,9807,1,1,4530,8801,0,9102,8802,159,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28488,"Pulkovo 1942 / Gauss-Kruger 28N",9001,4284,16328,9807,1,1,4530,8801,0,9102,8802,165,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28489,"Pulkovo 1942 / Gauss-Kruger 29N",9001,4284,16329,9807,1,1,4530,8801,0,9102,8802,171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28490,"Pulkovo 1942 / Gauss-Kruger 30N",9001,4284,16330,9807,1,1,4530,8801,0,9102,8802,177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28491,"Pulkovo 1942 / Gauss-Kruger 31N",9001,4284,16331,9807,1,1,4530,8801,0,9102,8802,-177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28492,"Pulkovo 1942 / Gauss-Kruger 32N",9001,4284,16332,9807,1,1,4530,8801,0,9102,8802,-171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+28600,"Qatar 1974 / Qatar National Grid",9001,4285,19919,9807,1,0,4400,8801,24.27,9110,8802,51.13,9110,8805,0.99999,9201,8806,200000,9001,8807,300000,9001,,,,,,
+28991,"Amersfoort / RD Old",9001,4289,19913,9809,1,0,4499,8801,52.0922178,9110,8802,5.23155,9110,8805,0.9999079,9201,8806,0,9001,8807,0,9001,,,,,,
+28992,"Amersfoort / RD New",9001,4289,19914,9809,1,0,4499,8801,52.0922178,9110,8802,5.23155,9110,8805,0.9999079,9201,8806,155000,9001,8807,463000,9001,,,,,,
+29100,"SAD69 / Brazil Polyconic",9001,4291,19941,9818,1,1,4499,8801,0,9102,8802,-54,9102,8806,5000000,9001,8807,10000000,9001,,,,,,,,,
+29101,"SAD69 / Brazil Polyconic",9001,4618,19941,9818,1,0,4499,8801,0,9102,8802,-54,9102,8806,5000000,9001,8807,10000000,9001,,,,,,,,,
+29118,"SAD69 / UTM zone 18N",9001,4291,16018,9807,1,1,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29119,"SAD69 / UTM zone 19N",9001,4291,16019,9807,1,1,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29120,"SAD69 / UTM zone 20N",9001,4291,16020,9807,1,1,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29121,"SAD69 / UTM zone 21N",9001,4291,16021,9807,1,1,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29122,"SAD69 / UTM zone 22N",9001,4291,16022,9807,1,1,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29168,"SAD69 / UTM zone 18N",9001,4618,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29169,"SAD69 / UTM zone 19N",9001,4618,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29170,"SAD69 / UTM zone 20N",9001,4618,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29171,"SAD69 / UTM zone 21N",9001,4618,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29172,"SAD69 / UTM zone 22N",9001,4618,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29177,"SAD69 / UTM zone 17S",9001,4291,16117,9807,1,1,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29178,"SAD69 / UTM zone 18S",9001,4291,16118,9807,1,1,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29179,"SAD69 / UTM zone 19S",9001,4291,16119,9807,1,1,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29180,"SAD69 / UTM zone 20S",9001,4291,16120,9807,1,1,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29181,"SAD69 / UTM zone 21S",9001,4291,16121,9807,1,1,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29182,"SAD69 / UTM zone 22S",9001,4291,16122,9807,1,1,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29183,"SAD69 / UTM zone 23S",9001,4291,16123,9807,1,1,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29184,"SAD69 / UTM zone 24S",9001,4291,16124,9807,1,1,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29185,"SAD69 / UTM zone 25S",9001,4291,16125,9807,1,1,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29187,"SAD69 / UTM zone 17S",9001,4618,16117,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29188,"SAD69 / UTM zone 18S",9001,4618,16118,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29189,"SAD69 / UTM zone 19S",9001,4618,16119,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29190,"SAD69 / UTM zone 20S",9001,4618,16120,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29191,"SAD69 / UTM zone 21S",9001,4618,16121,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29192,"SAD69 / UTM zone 22S",9001,4618,16122,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29193,"SAD69 / UTM zone 23S",9001,4618,16123,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29194,"SAD69 / UTM zone 24S",9001,4618,16124,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29195,"SAD69 / UTM zone 25S",9001,4618,16125,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29220,"Sapper Hill 1943 / UTM zone 20S",9001,4292,16120,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29221,"Sapper Hill 1943 / UTM zone 21S",9001,4292,16121,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29333,"Schwarzeck / UTM zone 33S",9001,4293,16133,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29371,"Schwarzeck / Lo22/11",9031,4293,17611,9808,1,0,6502,8801,-22,9102,8802,11,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+29373,"Schwarzeck / Lo22/13",9031,4293,17613,9808,1,0,6502,8801,-22,9102,8802,13,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+29375,"Schwarzeck / Lo22/15",9031,4293,17615,9808,1,0,6502,8801,-22,9102,8802,15,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+29377,"Schwarzeck / Lo22/17",9031,4293,17617,9808,1,0,6502,8801,-22,9102,8802,17,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+29379,"Schwarzeck / Lo22/19",9031,4293,17619,9808,1,0,6502,8801,-22,9102,8802,19,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+29381,"Schwarzeck / Lo22/21",9031,4293,17621,9808,1,0,6502,8801,-22,9102,8802,21,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+29383,"Schwarzeck / Lo22/23",9031,4293,17623,9808,1,0,6502,8801,-22,9102,8802,23,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+29385,"Schwarzeck / Lo22/25",9031,4293,17625,9808,1,0,6502,8801,-22,9102,8802,25,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+29635,"Sudan / UTM zone 35N",9001,4296,16035,9807,1,1,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29636,"Sudan / UTM zone 36N",9001,4296,16036,9807,1,1,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29700,"Tananarive (Paris) / Laborde Grid",9001,4810,19911,9815,1,1,4499,8811,-21,9105,8812,49,9105,8813,21,9105,8814,21,9105,8815,0.9995,9201,8816,400000,9001,8817,800000,9001
+29701,"Tananarive (Paris) / Laborde Grid",9001,4810,19861,9813,1,0,4530,8806,400000,9001,8807,800000,9001,8811,-21,9105,8812,49,9105,8813,21,9105,8815,0.9995,9201,,,
+29702,"Tananarive (Paris) / Laborde Grid approximation",9001,4810,19911,9815,1,0,4530,8811,-21,9105,8812,49,9105,8813,21,9105,8814,21,9105,8815,0.9995,9201,8816,400000,9001,8817,800000,9001
+29738,"Tananarive / UTM zone 38S",9001,4297,16138,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29739,"Tananarive / UTM zone 39S",9001,4297,16139,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+29849,"Timbalai 1948 / UTM zone 49N",9001,4298,16049,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29850,"Timbalai 1948 / UTM zone 50N",9001,4298,16050,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+29871,"Timbalai 1948 / RSO Borneo (ch)",9042,4298,19956,9815,1,0,4402,8811,4,9110,8812,115,9110,8813,53.18569537,9110,8814,53.07483685,9110,8815,0.99984,9201,8816,29352.4763,9042,8817,22014.3572,9042
+29872,"Timbalai 1948 / RSO Borneo (ft)",9041,4298,19957,9815,1,0,4405,8811,4,9110,8812,115,9110,8813,53.18569537,9110,8814,53.07483685,9110,8815,0.99984,9201,8816,1937263.44,9041,8817,1452947.58,9041
+29873,"Timbalai 1948 / RSO Borneo (m)",9001,4298,19958,9815,1,0,4400,8811,4,9110,8812,115,9110,8813,53.18569537,9110,8814,53.07483685,9110,8815,0.99984,9201,8816,590476.87,9001,8817,442857.65,9001
+29900,"TM65 / Irish National Grid",9001,4299,19908,9807,1,1,4400,8801,53.3,9110,8802,-8,9110,8805,1.000035,9201,8806,200000,9001,8807,250000,9001,,,,,,
+29901,"OSNI 1952 / Irish National Grid",9001,4188,19973,9807,1,0,4400,8801,53.3,9110,8802,-8,9110,8805,1,9201,8806,200000,9001,8807,250000,9001,,,,,,
+29902,"TM65 / Irish Grid",9001,4299,19972,9807,1,0,4400,8801,53.3,9110,8802,-8,9110,8805,1.000035,9201,8806,200000,9001,8807,250000,9001,,,,,,
+29903,"TM75 / Irish Grid",9001,4300,19972,9807,1,0,4400,8801,53.3,9110,8802,-8,9110,8805,1.000035,9201,8806,200000,9001,8807,250000,9001,,,,,,
+30161,"Tokyo / Japan Plane Rectangular CS I",9001,4301,17801,9807,1,0,4530,8801,33,9110,8802,129.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30162,"Tokyo / Japan Plane Rectangular CS II",9001,4301,17802,9807,1,0,4530,8801,33,9110,8802,131,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30163,"Tokyo / Japan Plane Rectangular CS III",9001,4301,17803,9807,1,0,4530,8801,36,9110,8802,132.1,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30164,"Tokyo / Japan Plane Rectangular CS IV",9001,4301,17804,9807,1,0,4530,8801,33,9110,8802,133.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30165,"Tokyo / Japan Plane Rectangular CS V",9001,4301,17805,9807,1,0,4530,8801,36,9110,8802,134.2,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30166,"Tokyo / Japan Plane Rectangular CS VI",9001,4301,17806,9807,1,0,4530,8801,36,9110,8802,136,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30167,"Tokyo / Japan Plane Rectangular CS VII",9001,4301,17807,9807,1,0,4530,8801,36,9110,8802,137.1,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30168,"Tokyo / Japan Plane Rectangular CS VIII",9001,4301,17808,9807,1,0,4530,8801,36,9110,8802,138.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30169,"Tokyo / Japan Plane Rectangular CS IX",9001,4301,17809,9807,1,0,4530,8801,36,9110,8802,139.5,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30170,"Tokyo / Japan Plane Rectangular CS X",9001,4301,17810,9807,1,0,4530,8801,40,9110,8802,140.5,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30171,"Tokyo / Japan Plane Rectangular CS XI",9001,4301,17811,9807,1,0,4530,8801,44,9110,8802,140.15,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30172,"Tokyo / Japan Plane Rectangular CS XII",9001,4301,17812,9807,1,0,4530,8801,44,9110,8802,142.15,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30173,"Tokyo / Japan Plane Rectangular CS XIII",9001,4301,17813,9807,1,0,4530,8801,44,9110,8802,144.15,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30174,"Tokyo / Japan Plane Rectangular CS XIV",9001,4301,17814,9807,1,0,4530,8801,26,9110,8802,142,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30175,"Tokyo / Japan Plane Rectangular CS XV",9001,4301,17815,9807,1,0,4530,8801,26,9110,8802,127.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30176,"Tokyo / Japan Plane Rectangular CS XVI",9001,4301,17816,9807,1,0,4530,8801,26,9110,8802,124,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30177,"Tokyo / Japan Plane Rectangular CS XVII",9001,4301,17817,9807,1,0,4530,8801,26,9110,8802,131,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30178,"Tokyo / Japan Plane Rectangular CS XVIII",9001,4301,17818,9807,1,0,4530,8801,20,9110,8802,136,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30179,"Tokyo / Japan Plane Rectangular CS XIX",9001,4301,17819,9807,1,0,4530,8801,26,9110,8802,154,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+30200,"Trinidad 1903 / Trinidad Grid",9039,4302,19925,9806,1,0,4407,8801,10.263,9110,8802,-61.2,9110,8806,430000,9039,8807,325000,9039,,,,,,,,,
+30339,"TC(1948) / UTM zone 39N",9001,4303,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+30340,"TC(1948) / UTM zone 40N",9001,4303,16040,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+30491,"Voirol 1875 / Nord Algerie (ancienne)",9001,4304,18011,9801,1,0,4499,8801,40,9105,8802,3,9105,8805,0.999625544,9201,8806,500000,9001,8807,300000,9001,,,,,,
+30492,"Voirol 1875 / Sud Algerie (ancienne)",9001,4304,18012,9801,1,0,4499,8801,37,9105,8802,3,9105,8805,0.999625769,9201,8806,500000,9001,8807,300000,9001,,,,,,
+30493,"Voirol 1879 / Nord Algerie (ancienne)",9001,4671,18011,9801,1,0,4499,8801,40,9105,8802,3,9105,8805,0.999625544,9201,8806,500000,9001,8807,300000,9001,,,,,,
+30494,"Voirol 1879 / Sud Algerie (ancienne)",9001,4671,18012,9801,1,0,4499,8801,37,9105,8802,3,9105,8805,0.999625769,9201,8806,500000,9001,8807,300000,9001,,,,,,
+30729,"Nord Sahara 1959 / UTM zone 29N",9001,4307,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+30730,"Nord Sahara 1959 / UTM zone 30N",9001,4307,16030,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+30731,"Nord Sahara 1959 / UTM zone 31N",9001,4307,16031,9807,1,0,4400,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+30732,"Nord Sahara 1959 / UTM zone 32N",9001,4307,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+30791,"Nord Sahara 1959 / Voirol Unifie Nord",9001,4307,18021,9801,1,0,4499,8801,40,9105,8802,3,9105,8805,0.999625544,9201,8806,500135,9001,8807,300090,9001,,,,,,
+30792,"Nord Sahara 1959 / Voirol Unifie Sud",9001,4307,18022,9801,1,0,4499,8801,37,9105,8802,3,9105,8805,0.999625769,9201,8806,500135,9001,8807,300090,9001,,,,,,
+30800,RT38 2.5 gon W,9001,4308,19929,9807,1,1,4530,8801,0,9110,8802,15.48298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+31028,"Yoff / UTM zone 28N",9001,4310,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31121,"Zanderij / UTM zone 21N",9001,4311,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31154,"Zanderij / TM 54 NW",9001,4311,17054,9807,1,0,4400,8801,0,9102,8802,-54,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31170,"Zanderij / Suriname Old TM",9001,4311,19954,9807,1,0,4400,8801,0,9110,8802,-55.41,9110,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31171,"Zanderij / Suriname TM",9001,4311,19955,9807,1,0,4400,8801,0,9110,8802,-55.41,9110,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+31251,"MGI (Ferro) / Austria GK West Zone",9001,4805,18001,9807,1,0,4530,8801,0,9102,8802,28,9102,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+31252,"MGI (Ferro) / Austria GK Central Zone",9001,4805,18002,9807,1,0,4530,8801,0,9102,8802,31,9102,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+31253,"MGI (Ferro) / Austria GK East Zone",9001,4805,18003,9807,1,0,4530,8801,0,9102,8802,34,9102,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+31254,"MGI / Austria GK West",9001,4312,18004,9807,1,0,4530,8801,0,9110,8802,10.2,9110,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+31255,"MGI / Austria GK Central",9001,4312,18005,9807,1,0,4530,8801,0,9110,8802,13.2,9110,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+31256,"MGI / Austria GK East",9001,4312,18006,9807,1,0,4530,8801,0,9110,8802,16.2,9110,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+31257,"MGI / Austria GK M28",9001,4312,18007,9807,1,0,4530,8801,0,9110,8802,10.2,9110,8805,1,9201,8806,150000,9001,8807,-5000000,9001,,,,,,
+31258,"MGI / Austria GK M31",9001,4312,18008,9807,1,0,4530,8801,0,9110,8802,13.2,9110,8805,1,9201,8806,450000,9001,8807,-5000000,9001,,,,,,
+31259,"MGI / Austria GK M34",9001,4312,18009,9807,1,0,4530,8801,0,9110,8802,16.2,9110,8805,1,9201,8806,750000,9001,8807,-5000000,9001,,,,,,
+31265,"MGI / 3-degree Gauss zone 5",9001,4312,16265,9807,1,1,4499,8801,0,9102,8802,15,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+31266,"MGI / 3-degree Gauss zone 6",9001,4312,16266,9807,1,1,4499,8801,0,9102,8802,18,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+31267,"MGI / 3-degree Gauss zone 7",9001,4312,16267,9807,1,1,4499,8801,0,9102,8802,21,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+31268,"MGI / 3-degree Gauss zone 8",9001,4312,16268,9807,1,1,4499,8801,0,9102,8802,24,9102,8805,1,9201,8806,8500000,9001,8807,0,9001,,,,,,
+31275,"MGI / Balkans zone 5",9001,4312,18275,9807,1,0,4530,8801,0,9102,8802,15,9102,8805,0.9999,9201,8806,5500000,9001,8807,0,9001,,,,,,
+31276,"MGI / Balkans zone 6",9001,4312,18276,9807,1,0,4530,8801,0,9102,8802,18,9102,8805,0.9999,9201,8806,6500000,9001,8807,0,9001,,,,,,
+31277,"MGI / Balkans zone 7",9001,4312,18277,9807,1,0,4530,8801,0,9102,8802,21,9102,8805,0.9999,9201,8806,7500000,9001,8807,0,9001,,,,,,
+31278,"MGI / Balkans zone 8",9001,4312,18277,9807,1,1,4530,8801,0,9102,8802,21,9102,8805,0.9999,9201,8806,7500000,9001,8807,0,9001,,,,,,
+31279,"MGI / Balkans zone 8",9001,4312,18278,9807,1,0,4530,8801,0,9102,8802,24,9102,8805,0.9999,9201,8806,8500000,9001,8807,0,9001,,,,,,
+31281,"MGI (Ferro) / Austria West Zone",9001,4805,18041,9807,1,0,4530,8801,0,9102,8802,28,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+31282,"MGI (Ferro) / Austria Central Zone",9001,4805,18042,9807,1,0,4530,8801,0,9102,8802,31,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+31283,"MGI (Ferro) / Austria East Zone",9001,4805,18043,9807,1,0,4530,8801,0,9102,8802,34,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+31284,"MGI / Austria M28",9001,4312,18044,9807,1,0,4530,8801,0,9110,8802,10.2,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+31285,"MGI / Austria M31",9001,4312,18045,9807,1,0,4530,8801,0,9110,8802,13.2,9110,8805,1,9201,8806,450000,9001,8807,0,9001,,,,,,
+31286,"MGI / Austria M34",9001,4312,18046,9807,1,0,4530,8801,0,9110,8802,16.2,9110,8805,1,9201,8806,750000,9001,8807,0,9001,,,,,,
+31287,"MGI / Austria Lambert",9001,4312,19947,9802,1,0,4530,8821,47.3,9110,8822,13.2,9110,8823,49,9110,8824,46,9110,8826,400000,9001,8827,400000,9001,,,
+31288,"MGI (Ferro) / M28",9001,4805,18047,9807,1,0,4530,8801,0,9102,8802,28,9102,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+31289,"MGI (Ferro) / M31",9001,4805,18048,9807,1,0,4530,8801,0,9102,8802,31,9102,8805,1,9201,8806,450000,9001,8807,0,9001,,,,,,
+31290,"MGI (Ferro) / M34",9001,4805,18049,9807,1,0,4530,8801,0,9102,8802,34,9102,8805,1,9201,8806,750000,9001,8807,0,9001,,,,,,
+31291,"MGI (Ferro) / Austria West Zone",9001,4805,18041,9807,1,1,4499,8801,0,9102,8802,28,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+31292,"MGI (Ferro) / Austria Central Zone",9001,4805,18042,9807,1,1,4499,8801,0,9102,8802,31,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+31293,"MGI (Ferro) / Austria East Zone",9001,4805,18043,9807,1,1,4499,8801,0,9102,8802,34,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+31294,"MGI / M28",9001,4312,18044,9807,1,1,4499,8801,0,9110,8802,10.2,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+31295,"MGI / M31",9001,4312,18045,9807,1,1,4499,8801,0,9110,8802,13.2,9110,8805,1,9201,8806,450000,9001,8807,0,9001,,,,,,
+31296,"MGI / M34",9001,4312,18046,9807,1,1,4499,8801,0,9110,8802,16.2,9110,8805,1,9201,8806,750000,9001,8807,0,9001,,,,,,
+31297,"MGI / Austria Lambert",9001,4312,19947,9802,1,1,4499,8821,47.3,9110,8822,13.2,9110,8823,49,9110,8824,46,9110,8826,400000,9001,8827,400000,9001,,,
+31300,"Belge 1972 / Belge Lambert 72",9001,4313,19902,9803,1,0,4499,8821,90,9110,8822,4.2124983,9110,8823,49.5,9110,8824,51.1,9110,8826,150000.01256,9001,8827,5400088.4378,9001,,,
+31370,"Belge 1972 / Belgian Lambert 72",9001,4313,19961,9802,1,0,4499,8821,90,9110,8822,4.2202952,9110,8823,51.100000204,9110,8824,49.500000204,9110,8826,150000.013,9001,8827,5400088.438,9001,,,
+31461,"DHDN / 3-degree Gauss zone 1",9001,4314,16261,9807,1,1,4499,8801,0,9102,8802,3,9102,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+31462,"DHDN / 3-degree Gauss zone 2",9001,4314,16262,9807,1,1,4499,8801,0,9102,8802,6,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+31463,"DHDN / 3-degree Gauss zone 3",9001,4314,16263,9807,1,1,4499,8801,0,9102,8802,9,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+31464,"DHDN / 3-degree Gauss zone 4",9001,4314,16264,9807,1,1,4499,8801,0,9102,8802,12,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+31465,"DHDN / 3-degree Gauss zone 5",9001,4314,16265,9807,1,1,4499,8801,0,9102,8802,15,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+31466,"DHDN / Gauss-Kruger zone 2",9001,4314,16262,9807,1,0,4530,8801,0,9102,8802,6,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+31467,"DHDN / Gauss-Kruger zone 3",9001,4314,16263,9807,1,0,4530,8801,0,9102,8802,9,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+31468,"DHDN / Gauss-Kruger zone 4",9001,4314,16264,9807,1,0,4530,8801,0,9102,8802,12,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+31469,"DHDN / Gauss-Kruger zone 5",9001,4314,16265,9807,1,0,4530,8801,0,9102,8802,15,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+31528,"Conakry 1905 / UTM zone 28N",9001,4315,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31529,"Conakry 1905 / UTM zone 29N",9001,4315,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31600,"Dealul Piscului 1933/ Stereo 33",9001,4316,19927,9809,1,0,4499,8801,45.54,9110,8802,25.23328772,9110,8805,0.9996667,9201,8806,500000,9001,8807,500000,9001,,,,,,
+31700,"Dealul Piscului 1970/ Stereo 70",9001,4317,19926,9809,1,0,4530,8801,46,9102,8802,25,9102,8805,0.99975,9201,8806,500000,9001,8807,500000,9001,,,,,,
+31838,"NGN / UTM zone 38N",9001,4318,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31839,"NGN / UTM zone 39N",9001,4318,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31900,"KUDAMS / KTM",9001,4319,19928,9807,1,1,4400,8801,0,9102,8802,48,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31901,"KUDAMS / KTM",9001,4319,19997,9807,1,0,4400,8801,0,9102,8802,48,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+31965,"SIRGAS 2000 / UTM zone 11N",9001,4674,16011,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31966,"SIRGAS 2000 / UTM zone 12N",9001,4674,16012,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31967,"SIRGAS 2000 / UTM zone 13N",9001,4674,16013,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31968,"SIRGAS 2000 / UTM zone 14N",9001,4674,16014,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31969,"SIRGAS 2000 / UTM zone 15N",9001,4674,16015,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31970,"SIRGAS 2000 / UTM zone 16N",9001,4674,16016,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31971,"SIRGAS 2000 / UTM zone 17N",9001,4674,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31972,"SIRGAS 2000 / UTM zone 18N",9001,4674,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31973,"SIRGAS 2000 / UTM zone 19N",9001,4674,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31974,"SIRGAS 2000 / UTM zone 20N",9001,4674,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31975,"SIRGAS 2000 / UTM zone 21N",9001,4674,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31976,"SIRGAS 2000 / UTM zone 22N",9001,4674,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31977,"SIRGAS 2000 / UTM zone 17S",9001,4674,16117,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31978,"SIRGAS 2000 / UTM zone 18S",9001,4674,16118,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31979,"SIRGAS 2000 / UTM zone 19S",9001,4674,16119,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31980,"SIRGAS 2000 / UTM zone 20S",9001,4674,16120,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31981,"SIRGAS 2000 / UTM zone 21S",9001,4674,16121,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31982,"SIRGAS 2000 / UTM zone 22S",9001,4674,16122,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31983,"SIRGAS 2000 / UTM zone 23S",9001,4674,16123,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31984,"SIRGAS 2000 / UTM zone 24S",9001,4674,16124,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31985,"SIRGAS 2000 / UTM zone 25S",9001,4674,16125,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31986,"SIRGAS / UTM zone 17N",9001,4170,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31987,"SIRGAS / UTM zone 18N",9001,4170,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31988,"SIRGAS / UTM zone 19N",9001,4170,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31989,"SIRGAS / UTM zone 20N",9001,4170,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31990,"SIRGAS / UTM zone 21N",9001,4170,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31991,"SIRGAS / UTM zone 22N",9001,4170,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+31992,"SIRGAS / UTM zone 17S",9001,4170,16117,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31993,"SIRGAS / UTM zone 18S",9001,4170,16118,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31994,"SIRGAS / UTM zone 19S",9001,4170,16119,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31995,"SIRGAS / UTM zone 20S",9001,4170,16120,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31996,"SIRGAS / UTM zone 21S",9001,4170,16121,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31997,"SIRGAS / UTM zone 22S",9001,4170,16122,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31998,"SIRGAS / UTM zone 23S",9001,4170,16123,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+31999,"SIRGAS / UTM zone 24S",9001,4170,16124,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32000,"SIRGAS / UTM zone 25S",9001,4170,16125,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32001,"NAD27 / Montana North",9003,4267,12501,9802,1,0,4497,8821,47,9110,8822,-109.3,9110,8823,48.43,9110,8824,47.51,9110,8826,2000000,9003,8827,0,9003,,,
+32002,"NAD27 / Montana Central",9003,4267,12502,9802,1,0,4497,8821,45.5,9110,8822,-109.3,9110,8823,47.53,9110,8824,46.27,9110,8826,2000000,9003,8827,0,9003,,,
+32003,"NAD27 / Montana South",9003,4267,12503,9802,1,0,4497,8821,44,9110,8822,-109.3,9110,8823,46.24,9110,8824,44.52,9110,8826,2000000,9003,8827,0,9003,,,
+32005,"NAD27 / Nebraska North",9003,4267,12601,9802,1,0,4497,8821,41.2,9110,8822,-100,9110,8823,41.51,9110,8824,42.49,9110,8826,2000000,9003,8827,0,9003,,,
+32006,"NAD27 / Nebraska South",9003,4267,12602,9802,1,0,4497,8821,39.4,9110,8822,-99.3,9110,8823,40.17,9110,8824,41.43,9110,8826,2000000,9003,8827,0,9003,,,
+32007,"NAD27 / Nevada East",9003,4267,12701,9807,1,0,4497,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+32008,"NAD27 / Nevada Central",9003,4267,12702,9807,1,0,4497,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+32009,"NAD27 / Nevada West",9003,4267,12703,9807,1,0,4497,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+32010,"NAD27 / New Hampshire",9003,4267,12800,9807,1,0,4497,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
+32011,"NAD27 / New Jersey",9003,4267,12900,9807,1,0,4497,8801,38.5,9110,8802,-74.4,9110,8805,0.999975,9201,8806,2000000,9003,8807,0,9003,,,,,,
+32012,"NAD27 / New Mexico East",9003,4267,13001,9807,1,0,4497,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,500000,9003,8807,0,9003,,,,,,
+32013,"NAD27 / New Mexico Central",9003,4267,13002,9807,1,0,4497,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,500000,9003,8807,0,9003,,,,,,
+32014,"NAD27 / New Mexico West",9003,4267,13003,9807,1,0,4497,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,500000,9003,8807,0,9003,,,,,,
+32015,"NAD27 / New York East",9003,4267,13101,9807,1,0,4497,8801,40,9110,8802,-74.2,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
+32016,"NAD27 / New York Central",9003,4267,13102,9807,1,0,4497,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,500000,9003,8807,0,9003,,,,,,
+32017,"NAD27 / New York West",9003,4267,13103,9807,1,0,4497,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,500000,9003,8807,0,9003,,,,,,
+32018,"NAD27 / New York Long Island",9003,4267,13104,9802,1,0,4497,8821,40.3,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,1000000,9003,8827,0,9003,,,
+32019,"NAD27 / North Carolina",9003,4267,13200,9802,1,0,4497,8821,33.45,9110,8822,-79,9110,8823,34.2,9110,8824,36.1,9110,8826,2000000,9003,8827,0,9003,,,
+32020,"NAD27 / North Dakota North",9003,4267,13301,9802,1,0,4497,8821,47,9110,8822,-100.3,9110,8823,47.26,9110,8824,48.44,9110,8826,2000000,9003,8827,0,9003,,,
+32021,"NAD27 / North Dakota South",9003,4267,13302,9802,1,0,4497,8821,45.4,9110,8822,-100.3,9110,8823,46.11,9110,8824,47.29,9110,8826,2000000,9003,8827,0,9003,,,
+32022,"NAD27 / Ohio North",9003,4267,13401,9802,1,0,4497,8821,39.4,9110,8822,-82.3,9110,8823,40.26,9110,8824,41.42,9110,8826,2000000,9003,8827,0,9003,,,
+32023,"NAD27 / Ohio South",9003,4267,13402,9802,1,0,4497,8821,38,9110,8822,-82.3,9110,8823,38.44,9110,8824,40.02,9110,8826,2000000,9003,8827,0,9003,,,
+32024,"NAD27 / Oklahoma North",9003,4267,13501,9802,1,0,4497,8821,35,9110,8822,-98,9110,8823,35.34,9110,8824,36.46,9110,8826,2000000,9003,8827,0,9003,,,
+32025,"NAD27 / Oklahoma South",9003,4267,13502,9802,1,0,4497,8821,33.2,9110,8822,-98,9110,8823,33.56,9110,8824,35.14,9110,8826,2000000,9003,8827,0,9003,,,
+32026,"NAD27 / Oregon North",9003,4267,13601,9802,1,0,4497,8821,43.4,9110,8822,-120.3,9110,8823,44.2,9110,8824,46,9110,8826,2000000,9003,8827,0,9003,,,
+32027,"NAD27 / Oregon South",9003,4267,13602,9802,1,0,4497,8821,41.4,9110,8822,-120.3,9110,8823,42.2,9110,8824,44,9110,8826,2000000,9003,8827,0,9003,,,
+32028,"NAD27 / Pennsylvania North",9003,4267,13701,9802,1,0,4497,8821,40.1,9110,8822,-77.45,9110,8823,40.53,9110,8824,41.57,9110,8826,2000000,9003,8827,0,9003,,,
+32029,"NAD27 / Pennsylvania South",9003,4267,13702,9802,1,0,4497,8821,39.2,9110,8822,-77.45,9110,8823,39.56,9110,8824,40.48,9110,8826,2000000,9003,8827,0,9003,,,
+32030,"NAD27 / Rhode Island",9003,4267,13800,9807,1,0,4497,8801,41.05,9110,8802,-71.3,9110,8805,0.9999938,9201,8806,500000,9003,8807,0,9003,,,,,,
+32031,"NAD27 / South Carolina North",9003,4267,13901,9802,1,0,4497,8821,33,9110,8822,-81,9110,8823,33.46,9110,8824,34.58,9110,8826,2000000,9003,8827,0,9003,,,
+32033,"NAD27 / South Carolina South",9003,4267,13902,9802,1,0,4497,8821,31.5,9110,8822,-81,9110,8823,32.2,9110,8824,33.4,9110,8826,2000000,9003,8827,0,9003,,,
+32034,"NAD27 / South Dakota North",9003,4267,14001,9802,1,0,4497,8821,43.5,9110,8822,-100,9110,8823,44.25,9110,8824,45.41,9110,8826,2000000,9003,8827,0,9003,,,
+32035,"NAD27 / South Dakota South",9003,4267,14002,9802,1,0,4497,8821,42.2,9110,8822,-100.2,9110,8823,42.5,9110,8824,44.24,9110,8826,2000000,9003,8827,0,9003,,,
+32036,"NAD27 / Tennessee",9003,4267,14100,9802,1,1,4497,8821,34.4,9110,8822,-86,9110,8823,35.15,9110,8824,36.25,9110,8826,100000,9003,8827,0,9003,,,
+32037,"NAD27 / Texas North",9003,4267,14201,9802,1,0,4497,8821,34,9110,8822,-101.3,9110,8823,34.39,9110,8824,36.11,9110,8826,2000000,9003,8827,0,9003,,,
+32038,"NAD27 / Texas North Central",9003,4267,14202,9802,1,0,4497,8821,31.4,9110,8822,-97.3,9110,8823,32.08,9110,8824,33.58,9110,8826,2000000,9003,8827,0,9003,,,
+32039,"NAD27 / Texas Central",9003,4267,14203,9802,1,0,4497,8821,29.4,9110,8822,-100.2,9110,8823,30.07,9110,8824,31.53,9110,8826,2000000,9003,8827,0,9003,,,
+32040,"NAD27 / Texas South Central",9003,4267,14204,9802,1,0,4497,8821,27.5,9110,8822,-99,9110,8823,28.23,9110,8824,30.17,9110,8826,2000000,9003,8827,0,9003,,,
+32041,"NAD27 / Texas South",9003,4267,14205,9802,1,0,4497,8821,25.4,9110,8822,-98.3,9110,8823,26.1,9110,8824,27.5,9110,8826,2000000,9003,8827,0,9003,,,
+32042,"NAD27 / Utah North",9003,4267,14301,9802,1,0,4497,8821,40.2,9110,8822,-111.3,9110,8823,40.43,9110,8824,41.47,9110,8826,2000000,9003,8827,0,9003,,,
+32043,"NAD27 / Utah Central",9003,4267,14302,9802,1,0,4497,8821,38.2,9110,8822,-111.3,9110,8823,39.01,9110,8824,40.39,9110,8826,2000000,9003,8827,0,9003,,,
+32044,"NAD27 / Utah South",9003,4267,14303,9802,1,0,4497,8821,36.4,9110,8822,-111.3,9110,8823,37.13,9110,8824,38.21,9110,8826,2000000,9003,8827,0,9003,,,
+32045,"NAD27 / Vermont",9003,4267,14400,9807,1,0,4497,8801,42.3,9110,8802,-72.3,9110,8805,0.999964286,9201,8806,500000,9003,8807,0,9003,,,,,,
+32046,"NAD27 / Virginia North",9003,4267,14501,9802,1,0,4497,8821,37.4,9110,8822,-78.3,9110,8823,38.02,9110,8824,39.12,9110,8826,2000000,9003,8827,0,9003,,,
+32047,"NAD27 / Virginia South",9003,4267,14502,9802,1,0,4497,8821,36.2,9110,8822,-78.3,9110,8823,36.46,9110,8824,37.58,9110,8826,2000000,9003,8827,0,9003,,,
+32048,"NAD27 / Washington North",9003,4267,14601,9802,1,0,4497,8821,47,9110,8822,-120.5,9110,8823,47.3,9110,8824,48.44,9110,8826,2000000,9003,8827,0,9003,,,
+32049,"NAD27 / Washington South",9003,4267,14602,9802,1,0,4497,8821,45.2,9110,8822,-120.3,9110,8823,45.5,9110,8824,47.2,9110,8826,2000000,9003,8827,0,9003,,,
+32050,"NAD27 / West Virginia North",9003,4267,14701,9802,1,0,4497,8821,38.3,9110,8822,-79.3,9110,8823,39,9110,8824,40.15,9110,8826,2000000,9003,8827,0,9003,,,
+32051,"NAD27 / West Virginia South",9003,4267,14702,9802,1,0,4497,8821,37,9110,8822,-81,9110,8823,37.29,9110,8824,38.53,9110,8826,2000000,9003,8827,0,9003,,,
+32052,"NAD27 / Wisconsin North",9003,4267,14801,9802,1,0,4497,8821,45.1,9110,8822,-90,9110,8823,45.34,9110,8824,46.46,9110,8826,2000000,9003,8827,0,9003,,,
+32053,"NAD27 / Wisconsin Central",9003,4267,14802,9802,1,0,4497,8821,43.5,9110,8822,-90,9110,8823,44.15,9110,8824,45.3,9110,8826,2000000,9003,8827,0,9003,,,
+32054,"NAD27 / Wisconsin South",9003,4267,14803,9802,1,0,4497,8821,42,9110,8822,-90,9110,8823,42.44,9110,8824,44.04,9110,8826,2000000,9003,8827,0,9003,,,
+32055,"NAD27 / Wyoming East",9003,4267,14901,9807,1,0,4497,8801,40.4,9110,8802,-105.1,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
+32056,"NAD27 / Wyoming East Central",9003,4267,14902,9807,1,0,4497,8801,40.4,9110,8802,-107.2,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
+32057,"NAD27 / Wyoming West Central",9003,4267,14903,9807,1,0,4497,8801,40.4,9110,8802,-108.45,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
+32058,"NAD27 / Wyoming West",9003,4267,14904,9807,1,0,4497,8801,40.4,9110,8802,-110.05,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
+32061,"NAD27 / Guatemala Norte",9001,4267,18211,9801,1,0,4499,8801,16.49,9110,8802,-90.2,9110,8805,0.99992226,9201,8806,500000,9001,8807,292209.579,9001,,,,,,
+32062,"NAD27 / Guatemala Sur",9001,4267,18212,9801,1,0,4499,8801,14.54,9110,8802,-90.2,9110,8805,0.99989906,9201,8806,500000,9001,8807,325992.681,9001,,,,,,
+32064,"NAD27 / BLM 14N (ftUS)",9003,4267,15914,9807,1,0,4497,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32065,"NAD27 / BLM 15N (ftUS)",9003,4267,15915,9807,1,0,4497,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32066,"NAD27 / BLM 16N (ftUS)",9003,4267,15916,9807,1,0,4497,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32067,"NAD27 / BLM 17N (ftUS)",9003,4267,15917,9807,1,0,4497,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32074,"NAD27 / BLM 14N (feet)",9003,4267,15914,9807,1,1,4497,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32075,"NAD27 / BLM 15N (feet)",9003,4267,15915,9807,1,1,4497,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32076,"NAD27 / BLM 16N (feet)",9003,4267,15916,9807,1,1,4497,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32077,"NAD27 / BLM 17N (feet)",9003,4267,15917,9807,1,1,4497,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32081,"NAD27 / MTM zone 1",9001,4267,17701,9807,1,0,4400,8801,0,9102,8802,-53,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32082,"NAD27 / MTM zone 2",9001,4267,17702,9807,1,0,4400,8801,0,9102,8802,-56,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32083,"NAD27 / MTM zone 3",9001,4267,17703,9807,1,0,4400,8801,0,9110,8802,-58.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32084,"NAD27 / MTM zone 4",9001,4267,17704,9807,1,0,4400,8801,0,9110,8802,-61.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32085,"NAD27 / MTM zone 5",9001,4267,17705,9807,1,0,4400,8801,0,9110,8802,-64.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32086,"NAD27 / MTM zone 6",9001,4267,17706,9807,1,0,4400,8801,0,9110,8802,-67.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32098,"NAD27 / Quebec Lambert",9001,4267,19944,9802,1,0,4499,8821,44,9110,8822,-68.3,9110,8823,60,9110,8824,46,9110,8826,0,9001,8827,0,9001,,,
+32099,"NAD27 / Louisiana Offshore",9003,4267,11703,9802,1,0,4497,8821,25.4,9110,8822,-91.2,9110,8823,27.5,9110,8824,26.1,9110,8826,2000000,9003,8827,0,9003,,,
+32100,"NAD83 / Montana",9001,4269,12530,9802,1,0,4499,8821,44.15,9110,8822,-109.3,9110,8823,49,9110,8824,45,9110,8826,600000,9001,8827,0,9001,,,
+32104,"NAD83 / Nebraska",9001,4269,12630,9802,1,0,4499,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,500000,9001,8827,0,9001,,,
+32107,"NAD83 / Nevada East",9001,4269,12731,9807,1,0,4499,8801,34.45,9110,8802,-115.35,9110,8805,0.9999,9201,8806,200000,9001,8807,8000000,9001,,,,,,
+32108,"NAD83 / Nevada Central",9001,4269,12732,9807,1,0,4499,8801,34.45,9110,8802,-116.4,9110,8805,0.9999,9201,8806,500000,9001,8807,6000000,9001,,,,,,
+32109,"NAD83 / Nevada West",9001,4269,12733,9807,1,0,4499,8801,34.45,9110,8802,-118.35,9110,8805,0.9999,9201,8806,800000,9001,8807,4000000,9001,,,,,,
+32110,"NAD83 / New Hampshire",9001,4269,12830,9807,1,0,4499,8801,42.3,9110,8802,-71.4,9110,8805,0.999966667,9201,8806,300000,9001,8807,0,9001,,,,,,
+32111,"NAD83 / New Jersey",9001,4269,12930,9807,1,0,4499,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
+32112,"NAD83 / New Mexico East",9001,4269,13031,9807,1,0,4499,8801,31,9110,8802,-104.2,9110,8805,0.999909091,9201,8806,165000,9001,8807,0,9001,,,,,,
+32113,"NAD83 / New Mexico Central",9001,4269,13032,9807,1,0,4499,8801,31,9110,8802,-106.15,9110,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+32114,"NAD83 / New Mexico West",9001,4269,13033,9807,1,0,4499,8801,31,9110,8802,-107.5,9110,8805,0.999916667,9201,8806,830000,9001,8807,0,9001,,,,,,
+32115,"NAD83 / New York East",9001,4269,13131,9807,1,0,4499,8801,38.5,9110,8802,-74.3,9110,8805,0.9999,9201,8806,150000,9001,8807,0,9001,,,,,,
+32116,"NAD83 / New York Central",9001,4269,13132,9807,1,0,4499,8801,40,9110,8802,-76.35,9110,8805,0.9999375,9201,8806,250000,9001,8807,0,9001,,,,,,
+32117,"NAD83 / New York West",9001,4269,13133,9807,1,0,4499,8801,40,9110,8802,-78.35,9110,8805,0.9999375,9201,8806,350000,9001,8807,0,9001,,,,,,
+32118,"NAD83 / New York Long Island",9001,4269,13134,9802,1,0,4499,8821,40.1,9110,8822,-74,9110,8823,41.02,9110,8824,40.4,9110,8826,300000,9001,8827,0,9001,,,
+32119,"NAD83 / North Carolina",9001,4269,13230,9802,1,0,4499,8821,33.45,9110,8822,-79,9110,8823,36.1,9110,8824,34.2,9110,8826,609601.22,9001,8827,0,9001,,,
+32120,"NAD83 / North Dakota North",9001,4269,13331,9802,1,0,4499,8821,47,9110,8822,-100.3,9110,8823,48.44,9110,8824,47.26,9110,8826,600000,9001,8827,0,9001,,,
+32121,"NAD83 / North Dakota South",9001,4269,13332,9802,1,0,4499,8821,45.4,9110,8822,-100.3,9110,8823,47.29,9110,8824,46.11,9110,8826,600000,9001,8827,0,9001,,,
+32122,"NAD83 / Ohio North",9001,4269,13431,9802,1,0,4499,8821,39.4,9110,8822,-82.3,9110,8823,41.42,9110,8824,40.26,9110,8826,600000,9001,8827,0,9001,,,
+32123,"NAD83 / Ohio South",9001,4269,13432,9802,1,0,4499,8821,38,9110,8822,-82.3,9110,8823,40.02,9110,8824,38.44,9110,8826,600000,9001,8827,0,9001,,,
+32124,"NAD83 / Oklahoma North",9001,4269,13531,9802,1,0,4499,8821,35,9110,8822,-98,9110,8823,36.46,9110,8824,35.34,9110,8826,600000,9001,8827,0,9001,,,
+32125,"NAD83 / Oklahoma South",9001,4269,13532,9802,1,0,4499,8821,33.2,9110,8822,-98,9110,8823,35.14,9110,8824,33.56,9110,8826,600000,9001,8827,0,9001,,,
+32126,"NAD83 / Oregon North",9001,4269,13631,9802,1,0,4499,8821,43.4,9110,8822,-120.3,9110,8823,46,9110,8824,44.2,9110,8826,2500000,9001,8827,0,9001,,,
+32127,"NAD83 / Oregon South",9001,4269,13632,9802,1,0,4499,8821,41.4,9110,8822,-120.3,9110,8823,44,9110,8824,42.2,9110,8826,1500000,9001,8827,0,9001,,,
+32128,"NAD83 / Pennsylvania North",9001,4269,13731,9802,1,0,4499,8821,40.1,9110,8822,-77.45,9110,8823,41.57,9110,8824,40.53,9110,8826,600000,9001,8827,0,9001,,,
+32129,"NAD83 / Pennsylvania South",9001,4269,13732,9802,1,0,4499,8821,39.2,9110,8822,-77.45,9110,8823,40.58,9110,8824,39.56,9110,8826,600000,9001,8827,0,9001,,,
+32130,"NAD83 / Rhode Island",9001,4269,13830,9807,1,0,4499,8801,41.05,9110,8802,-71.3,9110,8805,0.99999375,9201,8806,100000,9001,8807,0,9001,,,,,,
+32133,"NAD83 / South Carolina",9001,4269,13930,9802,1,0,4499,8821,31.5,9110,8822,-81,9110,8823,34.5,9110,8824,32.3,9110,8826,609600,9001,8827,0,9001,,,
+32134,"NAD83 / South Dakota North",9001,4269,14031,9802,1,0,4499,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,600000,9001,8827,0,9001,,,
+32135,"NAD83 / South Dakota South",9001,4269,14032,9802,1,0,4499,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,600000,9001,8827,0,9001,,,
+32136,"NAD83 / Tennessee",9001,4269,14130,9802,1,0,4499,8821,34.2,9110,8822,-86,9110,8823,36.25,9110,8824,35.15,9110,8826,600000,9001,8827,0,9001,,,
+32137,"NAD83 / Texas North",9001,4269,14231,9802,1,0,4499,8821,34,9110,8822,-101.3,9110,8823,36.11,9110,8824,34.39,9110,8826,200000,9001,8827,1000000,9001,,,
+32138,"NAD83 / Texas North Central",9001,4269,14232,9802,1,0,4499,8821,31.4,9110,8822,-98.3,9110,8823,33.58,9110,8824,32.08,9110,8826,600000,9001,8827,2000000,9001,,,
+32139,"NAD83 / Texas Central",9001,4269,14233,9802,1,0,4499,8821,29.4,9110,8822,-100.2,9110,8823,31.53,9110,8824,30.07,9110,8826,700000,9001,8827,3000000,9001,,,
+32140,"NAD83 / Texas South Central",9001,4269,14234,9802,1,0,4499,8821,27.5,9110,8822,-99,9110,8823,30.17,9110,8824,28.23,9110,8826,600000,9001,8827,4000000,9001,,,
+32141,"NAD83 / Texas South",9001,4269,14235,9802,1,0,4499,8821,25.4,9110,8822,-98.3,9110,8823,27.5,9110,8824,26.1,9110,8826,300000,9001,8827,5000000,9001,,,
+32142,"NAD83 / Utah North",9001,4269,14331,9802,1,0,4499,8821,40.2,9110,8822,-111.3,9110,8823,41.47,9110,8824,40.43,9110,8826,500000,9001,8827,1000000,9001,,,
+32143,"NAD83 / Utah Central",9001,4269,14332,9802,1,0,4499,8821,38.2,9110,8822,-111.3,9110,8823,40.39,9110,8824,39.01,9110,8826,500000,9001,8827,2000000,9001,,,
+32144,"NAD83 / Utah South",9001,4269,14333,9802,1,0,4499,8821,36.4,9110,8822,-111.3,9110,8823,38.21,9110,8824,37.13,9110,8826,500000,9001,8827,3000000,9001,,,
+32145,"NAD83 / Vermont",9001,4269,14430,9807,1,0,4499,8801,42.3,9110,8802,-72.3,9110,8805,0.999964286,9201,8806,500000,9001,8807,0,9001,,,,,,
+32146,"NAD83 / Virginia North",9001,4269,14531,9802,1,0,4499,8821,37.4,9110,8822,-78.3,9110,8823,39.12,9110,8824,38.02,9110,8826,3500000,9001,8827,2000000,9001,,,
+32147,"NAD83 / Virginia South",9001,4269,14532,9802,1,0,4499,8821,36.2,9110,8822,-78.3,9110,8823,37.58,9110,8824,36.46,9110,8826,3500000,9001,8827,1000000,9001,,,
+32148,"NAD83 / Washington North",9001,4269,14631,9802,1,0,4499,8821,47,9110,8822,-120.5,9110,8823,48.44,9110,8824,47.3,9110,8826,500000,9001,8827,0,9001,,,
+32149,"NAD83 / Washington South",9001,4269,14632,9802,1,0,4499,8821,45.2,9110,8822,-120.3,9110,8823,47.2,9110,8824,45.5,9110,8826,500000,9001,8827,0,9001,,,
+32150,"NAD83 / West Virginia North",9001,4269,14731,9802,1,0,4499,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,600000,9001,8827,0,9001,,,
+32151,"NAD83 / West Virginia South",9001,4269,14732,9802,1,0,4499,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,600000,9001,8827,0,9001,,,
+32152,"NAD83 / Wisconsin North",9001,4269,14831,9802,1,0,4499,8821,45.1,9110,8822,-90,9110,8823,46.46,9110,8824,45.34,9110,8826,600000,9001,8827,0,9001,,,
+32153,"NAD83 / Wisconsin Central",9001,4269,14832,9802,1,0,4499,8821,43.5,9110,8822,-90,9110,8823,45.3,9110,8824,44.15,9110,8826,600000,9001,8827,0,9001,,,
+32154,"NAD83 / Wisconsin South",9001,4269,14833,9802,1,0,4499,8821,42,9110,8822,-90,9110,8823,44.04,9110,8824,42.44,9110,8826,600000,9001,8827,0,9001,,,
+32155,"NAD83 / Wyoming East",9001,4269,14931,9807,1,0,4499,8801,40.3,9110,8802,-105.1,9110,8805,0.9999375,9201,8806,200000,9001,8807,0,9001,,,,,,
+32156,"NAD83 / Wyoming East Central",9001,4269,14932,9807,1,0,4499,8801,40.3,9110,8802,-107.2,9110,8805,0.9999375,9201,8806,400000,9001,8807,100000,9001,,,,,,
+32157,"NAD83 / Wyoming West Central",9001,4269,14933,9807,1,0,4499,8801,40.3,9110,8802,-108.45,9110,8805,0.9999375,9201,8806,600000,9001,8807,0,9001,,,,,,
+32158,"NAD83 / Wyoming West",9001,4269,14934,9807,1,0,4499,8801,40.3,9110,8802,-110.05,9110,8805,0.9999375,9201,8806,800000,9001,8807,100000,9001,,,,,,
+32161,"NAD83 / Puerto Rico & Virgin Is.",9001,4269,15230,9802,1,0,4499,8821,17.5,9110,8822,-66.26,9110,8823,18.26,9110,8824,18.02,9110,8826,200000,9001,8827,200000,9001,,,
+32164,"NAD83 / BLM 14N (ftUS)",9003,4269,15914,9807,1,0,4497,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32165,"NAD83 / BLM 15N (ftUS)",9003,4269,15915,9807,1,0,4497,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32166,"NAD83 / BLM 16N (ftUS)",9003,4269,15916,9807,1,0,4497,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32167,"NAD83 / BLM 17N (ftUS)",9003,4269,15917,9807,1,0,4497,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32180,"NAD83 / SCoPQ zone 2",9001,4269,17700,9807,1,0,4499,8801,0,9110,8802,-55.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32181,"NAD83 / MTM zone 1",9001,4269,17701,9807,1,0,4496,8801,0,9102,8802,-53,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32182,"NAD83 / MTM zone 2",9001,4269,17702,9807,1,0,4496,8801,0,9102,8802,-56,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32183,"NAD83 / MTM zone 3",9001,4269,17703,9807,1,0,4496,8801,0,9110,8802,-58.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32184,"NAD83 / MTM zone 4",9001,4269,17704,9807,1,0,4496,8801,0,9110,8802,-61.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32185,"NAD83 / MTM zone 5",9001,4269,17705,9807,1,0,4496,8801,0,9110,8802,-64.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32186,"NAD83 / MTM zone 6",9001,4269,17706,9807,1,0,4496,8801,0,9110,8802,-67.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32187,"NAD83 / MTM zone 7",9001,4269,17707,9807,1,0,4496,8801,0,9110,8802,-70.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32188,"NAD83 / MTM zone 8",9001,4269,17708,9807,1,0,4496,8801,0,9110,8802,-73.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32189,"NAD83 / MTM zone 9",9001,4269,17709,9807,1,0,4496,8801,0,9110,8802,-76.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32190,"NAD83 / MTM zone 10",9001,4269,17710,9807,1,0,4496,8801,0,9110,8802,-79.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32191,"NAD83 / MTM zone 11",9001,4269,17711,9807,1,0,4400,8801,0,9110,8802,-82.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32192,"NAD83 / MTM zone 12",9001,4269,17712,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32193,"NAD83 / MTM zone 13",9001,4269,17713,9807,1,0,4400,8801,0,9102,8802,-84,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32194,"NAD83 / MTM zone 14",9001,4269,17714,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32195,"NAD83 / MTM zone 15",9001,4269,17715,9807,1,0,4400,8801,0,9102,8802,-90,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32196,"NAD83 / MTM zone 16",9001,4269,17716,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32197,"NAD83 / MTM zone 17",9001,4269,17717,9807,1,0,4400,8801,0,9102,8802,-96,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+32198,"NAD83 / Quebec Lambert",9001,4269,19944,9802,1,0,4499,8821,44,9110,8822,-68.3,9110,8823,60,9110,8824,46,9110,8826,0,9001,8827,0,9001,,,
+32199,"NAD83 / Louisiana Offshore",9001,4269,11733,9802,1,0,4499,8821,25.3,9110,8822,-91.2,9110,8823,27.5,9110,8824,26.1,9110,8826,1000000,9001,8827,0,9001,,,
+32201,"WGS 72 / UTM zone 1N",9001,4322,16001,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32202,"WGS 72 / UTM zone 2N",9001,4322,16002,9807,1,0,4400,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32203,"WGS 72 / UTM zone 3N",9001,4322,16003,9807,1,0,4400,8801,0,9102,8802,-165,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32204,"WGS 72 / UTM zone 4N",9001,4322,16004,9807,1,0,4400,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32205,"WGS 72 / UTM zone 5N",9001,4322,16005,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32206,"WGS 72 / UTM zone 6N",9001,4322,16006,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32207,"WGS 72 / UTM zone 7N",9001,4322,16007,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32208,"WGS 72 / UTM zone 8N",9001,4322,16008,9807,1,0,4400,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32209,"WGS 72 / UTM zone 9N",9001,4322,16009,9807,1,0,4400,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32210,"WGS 72 / UTM zone 10N",9001,4322,16010,9807,1,0,4400,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32211,"WGS 72 / UTM zone 11N",9001,4322,16011,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32212,"WGS 72 / UTM zone 12N",9001,4322,16012,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32213,"WGS 72 / UTM zone 13N",9001,4322,16013,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32214,"WGS 72 / UTM zone 14N",9001,4322,16014,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32215,"WGS 72 / UTM zone 15N",9001,4322,16015,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32216,"WGS 72 / UTM zone 16N",9001,4322,16016,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32217,"WGS 72 / UTM zone 17N",9001,4322,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32218,"WGS 72 / UTM zone 18N",9001,4322,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32219,"WGS 72 / UTM zone 19N",9001,4322,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32220,"WGS 72 / UTM zone 20N",9001,4322,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32221,"WGS 72 / UTM zone 21N",9001,4322,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32222,"WGS 72 / UTM zone 22N",9001,4322,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32223,"WGS 72 / UTM zone 23N",9001,4322,16023,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32224,"WGS 72 / UTM zone 24N",9001,4322,16024,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32225,"WGS 72 / UTM zone 25N",9001,4322,16025,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32226,"WGS 72 / UTM zone 26N",9001,4322,16026,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32227,"WGS 72 / UTM zone 27N",9001,4322,16027,9807,1,0,4400,8801,0,9102,8802,-21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32228,"WGS 72 / UTM zone 28N",9001,4322,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32229,"WGS 72 / UTM zone 29N",9001,4322,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32230,"WGS 72 / UTM zone 30N",9001,4322,16030,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32231,"WGS 72 / UTM zone 31N",9001,4322,16031,9807,1,0,4400,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32232,"WGS 72 / UTM zone 32N",9001,4322,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32233,"WGS 72 / UTM zone 33N",9001,4322,16033,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32234,"WGS 72 / UTM zone 34N",9001,4322,16034,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32235,"WGS 72 / UTM zone 35N",9001,4322,16035,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32236,"WGS 72 / UTM zone 36N",9001,4322,16036,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32237,"WGS 72 / UTM zone 37N",9001,4322,16037,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32238,"WGS 72 / UTM zone 38N",9001,4322,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32239,"WGS 72 / UTM zone 39N",9001,4322,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32240,"WGS 72 / UTM zone 40N",9001,4322,16040,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32241,"WGS 72 / UTM zone 41N",9001,4322,16041,9807,1,0,4400,8801,0,9102,8802,63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32242,"WGS 72 / UTM zone 42N",9001,4322,16042,9807,1,0,4400,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32243,"WGS 72 / UTM zone 43N",9001,4322,16043,9807,1,0,4400,8801,0,9102,8802,75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32244,"WGS 72 / UTM zone 44N",9001,4322,16044,9807,1,0,4400,8801,0,9102,8802,81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32245,"WGS 72 / UTM zone 45N",9001,4322,16045,9807,1,0,4400,8801,0,9102,8802,87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32246,"WGS 72 / UTM zone 46N",9001,4322,16046,9807,1,0,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32247,"WGS 72 / UTM zone 47N",9001,4322,16047,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32248,"WGS 72 / UTM zone 48N",9001,4322,16048,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32249,"WGS 72 / UTM zone 49N",9001,4322,16049,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32250,"WGS 72 / UTM zone 50N",9001,4322,16050,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32251,"WGS 72 / UTM zone 51N",9001,4322,16051,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32252,"WGS 72 / UTM zone 52N",9001,4322,16052,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32253,"WGS 72 / UTM zone 53N",9001,4322,16053,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32254,"WGS 72 / UTM zone 54N",9001,4322,16054,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32255,"WGS 72 / UTM zone 55N",9001,4322,16055,9807,1,0,4400,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32256,"WGS 72 / UTM zone 56N",9001,4322,16056,9807,1,0,4400,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32257,"WGS 72 / UTM zone 57N",9001,4322,16057,9807,1,0,4400,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32258,"WGS 72 / UTM zone 58N",9001,4322,16058,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32259,"WGS 72 / UTM zone 59N",9001,4322,16059,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32260,"WGS 72 / UTM zone 60N",9001,4322,16060,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32301,"WGS 72 / UTM zone 1S",9001,4322,16101,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32302,"WGS 72 / UTM zone 2S",9001,4322,16102,9807,1,0,4400,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32303,"WGS 72 / UTM zone 3S",9001,4322,16103,9807,1,0,4400,8801,0,9102,8802,-165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32304,"WGS 72 / UTM zone 4S",9001,4322,16104,9807,1,0,4400,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32305,"WGS 72 / UTM zone 5S",9001,4322,16105,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32306,"WGS 72 / UTM zone 6S",9001,4322,16106,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32307,"WGS 72 / UTM zone 7S",9001,4322,16107,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32308,"WGS 72 / UTM zone 8S",9001,4322,16108,9807,1,0,4400,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32309,"WGS 72 / UTM zone 9S",9001,4322,16109,9807,1,0,4400,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32310,"WGS 72 / UTM zone 10S",9001,4322,16110,9807,1,0,4400,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32311,"WGS 72 / UTM zone 11S",9001,4322,16111,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32312,"WGS 72 / UTM zone 12S",9001,4322,16112,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32313,"WGS 72 / UTM zone 13S",9001,4322,16113,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32314,"WGS 72 / UTM zone 14S",9001,4322,16114,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32315,"WGS 72 / UTM zone 15S",9001,4322,16115,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32316,"WGS 72 / UTM zone 16S",9001,4322,16116,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32317,"WGS 72 / UTM zone 17S",9001,4322,16117,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32318,"WGS 72 / UTM zone 18S",9001,4322,16118,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32319,"WGS 72 / UTM zone 19S",9001,4322,16119,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32320,"WGS 72 / UTM zone 20S",9001,4322,16120,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32321,"WGS 72 / UTM zone 21S",9001,4322,16121,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32322,"WGS 72 / UTM zone 22S",9001,4322,16122,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32323,"WGS 72 / UTM zone 23S",9001,4322,16123,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32324,"WGS 72 / UTM zone 24S",9001,4322,16124,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32325,"WGS 72 / UTM zone 25S",9001,4322,16125,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32326,"WGS 72 / UTM zone 26S",9001,4322,16126,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32327,"WGS 72 / UTM zone 27S",9001,4322,16127,9807,1,0,4400,8801,0,9102,8802,-21,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32328,"WGS 72 / UTM zone 28S",9001,4322,16128,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32329,"WGS 72 / UTM zone 29S",9001,4322,16129,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32330,"WGS 72 / UTM zone 30S",9001,4322,16130,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32331,"WGS 72 / UTM zone 31S",9001,4322,16131,9807,1,0,4400,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32332,"WGS 72 / UTM zone 32S",9001,4322,16132,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32333,"WGS 72 / UTM zone 33S",9001,4322,16133,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32334,"WGS 72 / UTM zone 34S",9001,4322,16134,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32335,"WGS 72 / UTM zone 35S",9001,4322,16135,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32336,"WGS 72 / UTM zone 36S",9001,4322,16136,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32337,"WGS 72 / UTM zone 37S",9001,4322,16137,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32338,"WGS 72 / UTM zone 38S",9001,4322,16138,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32339,"WGS 72 / UTM zone 39S",9001,4322,16139,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32340,"WGS 72 / UTM zone 40S",9001,4322,16140,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32341,"WGS 72 / UTM zone 41S",9001,4322,16141,9807,1,0,4400,8801,0,9102,8802,63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32342,"WGS 72 / UTM zone 42S",9001,4322,16142,9807,1,0,4400,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32343,"WGS 72 / UTM zone 43S",9001,4322,16143,9807,1,0,4400,8801,0,9102,8802,75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32344,"WGS 72 / UTM zone 44S",9001,4322,16144,9807,1,0,4400,8801,0,9102,8802,81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32345,"WGS 72 / UTM zone 45S",9001,4322,16145,9807,1,0,4400,8801,0,9102,8802,87,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32346,"WGS 72 / UTM zone 46S",9001,4322,16146,9807,1,0,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32347,"WGS 72 / UTM zone 47S",9001,4322,16147,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32348,"WGS 72 / UTM zone 48S",9001,4322,16148,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32349,"WGS 72 / UTM zone 49S",9001,4322,16149,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32350,"WGS 72 / UTM zone 50S",9001,4322,16150,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32351,"WGS 72 / UTM zone 51S",9001,4322,16151,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32352,"WGS 72 / UTM zone 52S",9001,4322,16152,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32353,"WGS 72 / UTM zone 53S",9001,4322,16153,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32354,"WGS 72 / UTM zone 54S",9001,4322,16154,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32355,"WGS 72 / UTM zone 55S",9001,4322,16155,9807,1,0,4400,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32356,"WGS 72 / UTM zone 56S",9001,4322,16156,9807,1,0,4400,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32357,"WGS 72 / UTM zone 57S",9001,4322,16157,9807,1,0,4400,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32358,"WGS 72 / UTM zone 58S",9001,4322,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32359,"WGS 72 / UTM zone 59S",9001,4322,16159,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32360,"WGS 72 / UTM zone 60S",9001,4322,16160,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32401,"WGS 72BE / UTM zone 1N",9001,4324,16001,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32402,"WGS 72BE / UTM zone 2N",9001,4324,16002,9807,1,0,4400,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32403,"WGS 72BE / UTM zone 3N",9001,4324,16003,9807,1,0,4400,8801,0,9102,8802,-165,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32404,"WGS 72BE / UTM zone 4N",9001,4324,16004,9807,1,0,4400,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32405,"WGS 72BE / UTM zone 5N",9001,4324,16005,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32406,"WGS 72BE / UTM zone 6N",9001,4324,16006,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32407,"WGS 72BE / UTM zone 7N",9001,4324,16007,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32408,"WGS 72BE / UTM zone 8N",9001,4324,16008,9807,1,0,4400,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32409,"WGS 72BE / UTM zone 9N",9001,4324,16009,9807,1,0,4400,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32410,"WGS 72BE / UTM zone 10N",9001,4324,16010,9807,1,0,4400,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32411,"WGS 72BE / UTM zone 11N",9001,4324,16011,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32412,"WGS 72BE / UTM zone 12N",9001,4324,16012,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32413,"WGS 72BE / UTM zone 13N",9001,4324,16013,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32414,"WGS 72BE / UTM zone 14N",9001,4324,16014,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32415,"WGS 72BE / UTM zone 15N",9001,4324,16015,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32416,"WGS 72BE / UTM zone 16N",9001,4324,16016,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32417,"WGS 72BE / UTM zone 17N",9001,4324,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32418,"WGS 72BE / UTM zone 18N",9001,4324,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32419,"WGS 72BE / UTM zone 19N",9001,4324,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32420,"WGS 72BE / UTM zone 20N",9001,4324,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32421,"WGS 72BE / UTM zone 21N",9001,4324,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32422,"WGS 72BE / UTM zone 22N",9001,4324,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32423,"WGS 72BE / UTM zone 23N",9001,4324,16023,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32424,"WGS 72BE / UTM zone 24N",9001,4324,16024,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32425,"WGS 72BE / UTM zone 25N",9001,4324,16025,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32426,"WGS 72BE / UTM zone 26N",9001,4324,16026,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32427,"WGS 72BE / UTM zone 27N",9001,4324,16027,9807,1,0,4400,8801,0,9102,8802,-21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32428,"WGS 72BE / UTM zone 28N",9001,4324,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32429,"WGS 72BE / UTM zone 29N",9001,4324,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32430,"WGS 72BE / UTM zone 30N",9001,4324,16030,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32431,"WGS 72BE / UTM zone 31N",9001,4324,16031,9807,1,0,4400,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32432,"WGS 72BE / UTM zone 32N",9001,4324,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32433,"WGS 72BE / UTM zone 33N",9001,4324,16033,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32434,"WGS 72BE / UTM zone 34N",9001,4324,16034,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32435,"WGS 72BE / UTM zone 35N",9001,4324,16035,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32436,"WGS 72BE / UTM zone 36N",9001,4324,16036,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32437,"WGS 72BE / UTM zone 37N",9001,4324,16037,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32438,"WGS 72BE / UTM zone 38N",9001,4324,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32439,"WGS 72BE / UTM zone 39N",9001,4324,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32440,"WGS 72BE / UTM zone 40N",9001,4324,16040,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32441,"WGS 72BE / UTM zone 41N",9001,4324,16041,9807,1,0,4400,8801,0,9102,8802,63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32442,"WGS 72BE / UTM zone 42N",9001,4324,16042,9807,1,0,4400,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32443,"WGS 72BE / UTM zone 43N",9001,4324,16043,9807,1,0,4400,8801,0,9102,8802,75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32444,"WGS 72BE / UTM zone 44N",9001,4324,16044,9807,1,0,4400,8801,0,9102,8802,81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32445,"WGS 72BE / UTM zone 45N",9001,4324,16045,9807,1,0,4400,8801,0,9102,8802,87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32446,"WGS 72BE / UTM zone 46N",9001,4324,16046,9807,1,0,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32447,"WGS 72BE / UTM zone 47N",9001,4324,16047,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32448,"WGS 72BE / UTM zone 48N",9001,4324,16048,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32449,"WGS 72BE / UTM zone 49N",9001,4324,16049,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32450,"WGS 72BE / UTM zone 50N",9001,4324,16050,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32451,"WGS 72BE / UTM zone 51N",9001,4324,16051,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32452,"WGS 72BE / UTM zone 52N",9001,4324,16052,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32453,"WGS 72BE / UTM zone 53N",9001,4324,16053,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32454,"WGS 72BE / UTM zone 54N",9001,4324,16054,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32455,"WGS 72BE / UTM zone 55N",9001,4324,16055,9807,1,0,4400,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32456,"WGS 72BE / UTM zone 56N",9001,4324,16056,9807,1,0,4400,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32457,"WGS 72BE / UTM zone 57N",9001,4324,16057,9807,1,0,4400,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32458,"WGS 72BE / UTM zone 58N",9001,4324,16058,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32459,"WGS 72BE / UTM zone 59N",9001,4324,16059,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32460,"WGS 72BE / UTM zone 60N",9001,4324,16060,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32501,"WGS 72BE / UTM zone 1S",9001,4324,16101,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32502,"WGS 72BE / UTM zone 2S",9001,4324,16102,9807,1,0,4400,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32503,"WGS 72BE / UTM zone 3S",9001,4324,16103,9807,1,0,4400,8801,0,9102,8802,-165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32504,"WGS 72BE / UTM zone 4S",9001,4324,16104,9807,1,0,4400,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32505,"WGS 72BE / UTM zone 5S",9001,4324,16105,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32506,"WGS 72BE / UTM zone 6S",9001,4324,16106,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32507,"WGS 72BE / UTM zone 7S",9001,4324,16107,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32508,"WGS 72BE / UTM zone 8S",9001,4324,16108,9807,1,0,4400,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32509,"WGS 72BE / UTM zone 9S",9001,4324,16109,9807,1,0,4400,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32510,"WGS 72BE / UTM zone 10S",9001,4324,16110,9807,1,0,4400,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32511,"WGS 72BE / UTM zone 11S",9001,4324,16111,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32512,"WGS 72BE / UTM zone 12S",9001,4324,16112,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32513,"WGS 72BE / UTM zone 13S",9001,4324,16113,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32514,"WGS 72BE / UTM zone 14S",9001,4324,16114,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32515,"WGS 72BE / UTM zone 15S",9001,4324,16115,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32516,"WGS 72BE / UTM zone 16S",9001,4324,16116,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32517,"WGS 72BE / UTM zone 17S",9001,4324,16117,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32518,"WGS 72BE / UTM zone 18S",9001,4324,16118,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32519,"WGS 72BE / UTM zone 19S",9001,4324,16119,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32520,"WGS 72BE / UTM zone 20S",9001,4324,16120,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32521,"WGS 72BE / UTM zone 21S",9001,4324,16121,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32522,"WGS 72BE / UTM zone 22S",9001,4324,16122,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32523,"WGS 72BE / UTM zone 23S",9001,4324,16123,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32524,"WGS 72BE / UTM zone 24S",9001,4324,16124,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32525,"WGS 72BE / UTM zone 25S",9001,4324,16125,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32526,"WGS 72BE / UTM zone 26S",9001,4324,16126,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32527,"WGS 72BE / UTM zone 27S",9001,4324,16127,9807,1,0,4400,8801,0,9102,8802,-21,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32528,"WGS 72BE / UTM zone 28S",9001,4324,16128,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32529,"WGS 72BE / UTM zone 29S",9001,4324,16129,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32530,"WGS 72BE / UTM zone 30S",9001,4324,16130,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32531,"WGS 72BE / UTM zone 31S",9001,4324,16131,9807,1,0,4400,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32532,"WGS 72BE / UTM zone 32S",9001,4324,16132,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32533,"WGS 72BE / UTM zone 33S",9001,4324,16133,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32534,"WGS 72BE / UTM zone 34S",9001,4324,16134,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32535,"WGS 72BE / UTM zone 35S",9001,4324,16135,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32536,"WGS 72BE / UTM zone 36S",9001,4324,16136,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32537,"WGS 72BE / UTM zone 37S",9001,4324,16137,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32538,"WGS 72BE / UTM zone 38S",9001,4324,16138,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32539,"WGS 72BE / UTM zone 39S",9001,4324,16139,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32540,"WGS 72BE / UTM zone 40S",9001,4324,16140,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32541,"WGS 72BE / UTM zone 41S",9001,4324,16141,9807,1,0,4400,8801,0,9102,8802,63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32542,"WGS 72BE / UTM zone 42S",9001,4324,16142,9807,1,0,4400,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32543,"WGS 72BE / UTM zone 43S",9001,4324,16143,9807,1,0,4400,8801,0,9102,8802,75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32544,"WGS 72BE / UTM zone 44S",9001,4324,16144,9807,1,0,4400,8801,0,9102,8802,81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32545,"WGS 72BE / UTM zone 45S",9001,4324,16145,9807,1,0,4400,8801,0,9102,8802,87,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32546,"WGS 72BE / UTM zone 46S",9001,4324,16146,9807,1,0,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32547,"WGS 72BE / UTM zone 47S",9001,4324,16147,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32548,"WGS 72BE / UTM zone 48S",9001,4324,16148,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32549,"WGS 72BE / UTM zone 49S",9001,4324,16149,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32550,"WGS 72BE / UTM zone 50S",9001,4324,16150,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32551,"WGS 72BE / UTM zone 51S",9001,4324,16151,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32552,"WGS 72BE / UTM zone 52S",9001,4324,16152,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32553,"WGS 72BE / UTM zone 53S",9001,4324,16153,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32554,"WGS 72BE / UTM zone 54S",9001,4324,16154,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32555,"WGS 72BE / UTM zone 55S",9001,4324,16155,9807,1,0,4400,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32556,"WGS 72BE / UTM zone 56S",9001,4324,16156,9807,1,0,4400,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32557,"WGS 72BE / UTM zone 57S",9001,4324,16157,9807,1,0,4400,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32558,"WGS 72BE / UTM zone 58S",9001,4324,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32559,"WGS 72BE / UTM zone 59S",9001,4324,16159,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32560,"WGS 72BE / UTM zone 60S",9001,4324,16160,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32600,"WGS 84 / UTM grid system (northern hemisphere)",9001,4326,16000,9824,1,0,4400,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,8830,-180,9102,8831,6,9102,,,
+32601,"WGS 84 / UTM zone 1N",9001,4326,16001,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32602,"WGS 84 / UTM zone 2N",9001,4326,16002,9807,1,0,4400,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32603,"WGS 84 / UTM zone 3N",9001,4326,16003,9807,1,0,4400,8801,0,9102,8802,-165,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32604,"WGS 84 / UTM zone 4N",9001,4326,16004,9807,1,0,4400,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32605,"WGS 84 / UTM zone 5N",9001,4326,16005,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32606,"WGS 84 / UTM zone 6N",9001,4326,16006,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32607,"WGS 84 / UTM zone 7N",9001,4326,16007,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32608,"WGS 84 / UTM zone 8N",9001,4326,16008,9807,1,0,4400,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32609,"WGS 84 / UTM zone 9N",9001,4326,16009,9807,1,0,4400,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32610,"WGS 84 / UTM zone 10N",9001,4326,16010,9807,1,0,4400,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32611,"WGS 84 / UTM zone 11N",9001,4326,16011,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32612,"WGS 84 / UTM zone 12N",9001,4326,16012,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32613,"WGS 84 / UTM zone 13N",9001,4326,16013,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32614,"WGS 84 / UTM zone 14N",9001,4326,16014,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32615,"WGS 84 / UTM zone 15N",9001,4326,16015,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32616,"WGS 84 / UTM zone 16N",9001,4326,16016,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32617,"WGS 84 / UTM zone 17N",9001,4326,16017,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32618,"WGS 84 / UTM zone 18N",9001,4326,16018,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32619,"WGS 84 / UTM zone 19N",9001,4326,16019,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32620,"WGS 84 / UTM zone 20N",9001,4326,16020,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32621,"WGS 84 / UTM zone 21N",9001,4326,16021,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32622,"WGS 84 / UTM zone 22N",9001,4326,16022,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32623,"WGS 84 / UTM zone 23N",9001,4326,16023,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32624,"WGS 84 / UTM zone 24N",9001,4326,16024,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32625,"WGS 84 / UTM zone 25N",9001,4326,16025,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32626,"WGS 84 / UTM zone 26N",9001,4326,16026,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32627,"WGS 84 / UTM zone 27N",9001,4326,16027,9807,1,0,4400,8801,0,9102,8802,-21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32628,"WGS 84 / UTM zone 28N",9001,4326,16028,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32629,"WGS 84 / UTM zone 29N",9001,4326,16029,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32630,"WGS 84 / UTM zone 30N",9001,4326,16030,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32631,"WGS 84 / UTM zone 31N",9001,4326,16031,9807,1,0,4400,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32632,"WGS 84 / UTM zone 32N",9001,4326,16032,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32633,"WGS 84 / UTM zone 33N",9001,4326,16033,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32634,"WGS 84 / UTM zone 34N",9001,4326,16034,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32635,"WGS 84 / UTM zone 35N",9001,4326,16035,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32636,"WGS 84 / UTM zone 36N",9001,4326,16036,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32637,"WGS 84 / UTM zone 37N",9001,4326,16037,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32638,"WGS 84 / UTM zone 38N",9001,4326,16038,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32639,"WGS 84 / UTM zone 39N",9001,4326,16039,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32640,"WGS 84 / UTM zone 40N",9001,4326,16040,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32641,"WGS 84 / UTM zone 41N",9001,4326,16041,9807,1,0,4400,8801,0,9102,8802,63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32642,"WGS 84 / UTM zone 42N",9001,4326,16042,9807,1,0,4400,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32643,"WGS 84 / UTM zone 43N",9001,4326,16043,9807,1,0,4400,8801,0,9102,8802,75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32644,"WGS 84 / UTM zone 44N",9001,4326,16044,9807,1,0,4400,8801,0,9102,8802,81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32645,"WGS 84 / UTM zone 45N",9001,4326,16045,9807,1,0,4400,8801,0,9102,8802,87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32646,"WGS 84 / UTM zone 46N",9001,4326,16046,9807,1,0,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32647,"WGS 84 / UTM zone 47N",9001,4326,16047,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32648,"WGS 84 / UTM zone 48N",9001,4326,16048,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32649,"WGS 84 / UTM zone 49N",9001,4326,16049,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32650,"WGS 84 / UTM zone 50N",9001,4326,16050,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32651,"WGS 84 / UTM zone 51N",9001,4326,16051,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32652,"WGS 84 / UTM zone 52N",9001,4326,16052,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32653,"WGS 84 / UTM zone 53N",9001,4326,16053,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32654,"WGS 84 / UTM zone 54N",9001,4326,16054,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32655,"WGS 84 / UTM zone 55N",9001,4326,16055,9807,1,0,4400,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32656,"WGS 84 / UTM zone 56N",9001,4326,16056,9807,1,0,4400,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32657,"WGS 84 / UTM zone 57N",9001,4326,16057,9807,1,0,4400,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32658,"WGS 84 / UTM zone 58N",9001,4326,16058,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32659,"WGS 84 / UTM zone 59N",9001,4326,16059,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32660,"WGS 84 / UTM zone 60N",9001,4326,16060,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+32661,"WGS 84 / UPS North",9001,4326,16061,9810,1,0,4493,8801,90,9102,8802,0,9102,8805,0.994,9201,8806,2000000,9001,8807,2000000,9001,,,,,,
+32662,"WGS 84 / Plate Carree",9001,4326,19968,9823,1,1,4499,8801,0,9102,8802,0,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+32663,"WGS 84 / World Equidistant Cylindrical",9001,4326,19846,9842,1,0,4499,8801,0,9102,8806,0,9001,8807,0,9001,8822,0,9102,,,,,,,,,
+32664,"WGS 84 / BLM 14N (ftUS)",9003,4326,15914,9807,1,0,4497,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32665,"WGS 84 / BLM 15N (ftUS)",9003,4326,15915,9807,1,0,4497,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32666,"WGS 84 / BLM 16N (ftUS)",9003,4326,15916,9807,1,0,4497,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32667,"WGS 84 / BLM 17N (ftUS)",9003,4326,15917,9807,1,0,4497,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+32700,"WGS 84 / UTM grid system (southern hemisphere)",9001,4326,16100,9824,1,0,4400,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,8830,-180,9102,8831,6,9102,,,
+32701,"WGS 84 / UTM zone 1S",9001,4326,16101,9807,1,0,4400,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32702,"WGS 84 / UTM zone 2S",9001,4326,16102,9807,1,0,4400,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32703,"WGS 84 / UTM zone 3S",9001,4326,16103,9807,1,0,4400,8801,0,9102,8802,-165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32704,"WGS 84 / UTM zone 4S",9001,4326,16104,9807,1,0,4400,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32705,"WGS 84 / UTM zone 5S",9001,4326,16105,9807,1,0,4400,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32706,"WGS 84 / UTM zone 6S",9001,4326,16106,9807,1,0,4400,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32707,"WGS 84 / UTM zone 7S",9001,4326,16107,9807,1,0,4400,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32708,"WGS 84 / UTM zone 8S",9001,4326,16108,9807,1,0,4400,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32709,"WGS 84 / UTM zone 9S",9001,4326,16109,9807,1,0,4400,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32710,"WGS 84 / UTM zone 10S",9001,4326,16110,9807,1,0,4400,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32711,"WGS 84 / UTM zone 11S",9001,4326,16111,9807,1,0,4400,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32712,"WGS 84 / UTM zone 12S",9001,4326,16112,9807,1,0,4400,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32713,"WGS 84 / UTM zone 13S",9001,4326,16113,9807,1,0,4400,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32714,"WGS 84 / UTM zone 14S",9001,4326,16114,9807,1,0,4400,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32715,"WGS 84 / UTM zone 15S",9001,4326,16115,9807,1,0,4400,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32716,"WGS 84 / UTM zone 16S",9001,4326,16116,9807,1,0,4400,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32717,"WGS 84 / UTM zone 17S",9001,4326,16117,9807,1,0,4400,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32718,"WGS 84 / UTM zone 18S",9001,4326,16118,9807,1,0,4400,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32719,"WGS 84 / UTM zone 19S",9001,4326,16119,9807,1,0,4400,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32720,"WGS 84 / UTM zone 20S",9001,4326,16120,9807,1,0,4400,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32721,"WGS 84 / UTM zone 21S",9001,4326,16121,9807,1,0,4400,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32722,"WGS 84 / UTM zone 22S",9001,4326,16122,9807,1,0,4400,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32723,"WGS 84 / UTM zone 23S",9001,4326,16123,9807,1,0,4400,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32724,"WGS 84 / UTM zone 24S",9001,4326,16124,9807,1,0,4400,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32725,"WGS 84 / UTM zone 25S",9001,4326,16125,9807,1,0,4400,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32726,"WGS 84 / UTM zone 26S",9001,4326,16126,9807,1,0,4400,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32727,"WGS 84 / UTM zone 27S",9001,4326,16127,9807,1,0,4400,8801,0,9102,8802,-21,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32728,"WGS 84 / UTM zone 28S",9001,4326,16128,9807,1,0,4400,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32729,"WGS 84 / UTM zone 29S",9001,4326,16129,9807,1,0,4400,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32730,"WGS 84 / UTM zone 30S",9001,4326,16130,9807,1,0,4400,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32731,"WGS 84 / UTM zone 31S",9001,4326,16131,9807,1,0,4400,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32732,"WGS 84 / UTM zone 32S",9001,4326,16132,9807,1,0,4400,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32733,"WGS 84 / UTM zone 33S",9001,4326,16133,9807,1,0,4400,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32734,"WGS 84 / UTM zone 34S",9001,4326,16134,9807,1,0,4400,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32735,"WGS 84 / UTM zone 35S",9001,4326,16135,9807,1,0,4400,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32736,"WGS 84 / UTM zone 36S",9001,4326,16136,9807,1,0,4400,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32737,"WGS 84 / UTM zone 37S",9001,4326,16137,9807,1,0,4400,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32738,"WGS 84 / UTM zone 38S",9001,4326,16138,9807,1,0,4400,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32739,"WGS 84 / UTM zone 39S",9001,4326,16139,9807,1,0,4400,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32740,"WGS 84 / UTM zone 40S",9001,4326,16140,9807,1,0,4400,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32741,"WGS 84 / UTM zone 41S",9001,4326,16141,9807,1,0,4400,8801,0,9102,8802,63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32742,"WGS 84 / UTM zone 42S",9001,4326,16142,9807,1,0,4400,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32743,"WGS 84 / UTM zone 43S",9001,4326,16143,9807,1,0,4400,8801,0,9102,8802,75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32744,"WGS 84 / UTM zone 44S",9001,4326,16144,9807,1,0,4400,8801,0,9102,8802,81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32745,"WGS 84 / UTM zone 45S",9001,4326,16145,9807,1,0,4400,8801,0,9102,8802,87,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32746,"WGS 84 / UTM zone 46S",9001,4326,16146,9807,1,0,4400,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32747,"WGS 84 / UTM zone 47S",9001,4326,16147,9807,1,0,4400,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32748,"WGS 84 / UTM zone 48S",9001,4326,16148,9807,1,0,4400,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32749,"WGS 84 / UTM zone 49S",9001,4326,16149,9807,1,0,4400,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32750,"WGS 84 / UTM zone 50S",9001,4326,16150,9807,1,0,4400,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32751,"WGS 84 / UTM zone 51S",9001,4326,16151,9807,1,0,4400,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32752,"WGS 84 / UTM zone 52S",9001,4326,16152,9807,1,0,4400,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32753,"WGS 84 / UTM zone 53S",9001,4326,16153,9807,1,0,4400,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32754,"WGS 84 / UTM zone 54S",9001,4326,16154,9807,1,0,4400,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32755,"WGS 84 / UTM zone 55S",9001,4326,16155,9807,1,0,4400,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32756,"WGS 84 / UTM zone 56S",9001,4326,16156,9807,1,0,4400,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32757,"WGS 84 / UTM zone 57S",9001,4326,16157,9807,1,0,4400,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32758,"WGS 84 / UTM zone 58S",9001,4326,16158,9807,1,0,4400,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32759,"WGS 84 / UTM zone 59S",9001,4326,16159,9807,1,0,4400,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32760,"WGS 84 / UTM zone 60S",9001,4326,16160,9807,1,0,4400,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+32761,"WGS 84 / UPS South",9001,4326,16161,9810,1,0,4494,8801,-90,9102,8802,0,9102,8805,0.994,9201,8806,2000000,9001,8807,2000000,9001,,,,,,
+32766,"WGS 84 / TM 36 SE",9001,4326,16636,9807,1,0,4400,8801,0,9102,8802,36,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/projop_wparm.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/projop_wparm.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/projop_wparm.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -94,10 +94,12 @@
11802,Maine CS27 West zone,9807,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,500000,9003,8807,0,9003,,,,,,
11831,"SPCS83 Maine East zone (meters)",9807,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,300000,9001,8807,0,9001,,,,,,
11832,"SPCS83 Maine West zone (meters)",9807,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,900000,9001,8807,0,9001,,,,,,
-11851,Maine CS2000 East zone,9807,8801,43.5,9110,8802,-67.523,9110,8805,0.99998,9201,8806,700000,9001,8807,0,9001,,,,,,
+11833,"SPCS83 Maine East zone (US Survey feet)",9807,8801,43.4,9110,8802,-68.3,9110,8805,0.9999,9201,8806,984250,9003,8807,0,9003,,,,,,
+11834,"SPCS83 Maine West zone (US Survey feet)",9807,8801,42.5,9110,8802,-70.1,9110,8805,0.999966667,9201,8806,2952750,9003,8807,0,9003,,,,,,
+11851,"Maine CS2000 East zone (meters)",9807,8801,43.5,9110,8802,-67.523,9110,8805,0.99998,9201,8806,700000,9001,8807,0,9001,,,,,,
11852,Maine CS2000 Central zone,9807,8801,43,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
-11853,Maine CS2000 West zone,9807,8801,42.5,9110,8802,-70.223,9110,8805,0.99998,9201,8806,300000,9001,8807,0,9001,,,,,,
-11854,Maine CS2000 Central zone,9807,8801,43.3,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
+11853,"Maine CS2000 West zone (meters)",9807,8801,42.5,9110,8802,-70.223,9110,8805,0.99998,9201,8806,300000,9001,8807,0,9001,,,,,,
+11854,"Maine CS2000 Central zone (meters)",9807,8801,43.3,9110,8802,-69.073,9110,8805,0.99998,9201,8806,500000,9001,8807,0,9001,,,,,,
11900,Maryland CS27,9802,8821,37.5,9110,8822,-77,9110,8823,38.18,9110,8824,39.27,9110,8826,800000,9003,8827,0,9003,,,
11930,"SPCS83 Maryland zone (meters)",9802,8821,37.4,9110,8822,-77,9110,8823,39.27,9110,8824,38.18,9110,8826,400000,9001,8827,0,9001,,,
12001,Massachusetts CS27 Mainland zone,9802,8821,41,9110,8822,-71.3,9110,8823,41.43,9110,8824,42.41,9110,8826,600000,9003,8827,0,9003,,,
@@ -120,6 +122,9 @@
12231,"SPCS83 Minnesota North zone (meters)",9802,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,800000,9001,8827,100000,9001,,,
12232,"SPCS83 Minnesota Central zone (meters)",9802,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,800000,9001,8827,100000,9001,,,
12233,"SPCS83 Minnesota South zone (meters)",9802,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,800000,9001,8827,100000,9001,,,
+12234,"SPCS83 Minnesota North zone (US Survey feet)",9802,8821,46.3,9110,8822,-93.06,9110,8823,48.38,9110,8824,47.02,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+12235,"SPCS83 Minnesota Central zone (US Survey feet)",9802,8821,45,9110,8822,-94.15,9110,8823,47.03,9110,8824,45.37,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
+12236,"SPCS83 Minnesota South zone (US Survey feet)",9802,8821,43,9110,8822,-94,9110,8823,45.13,9110,8824,43.47,9110,8826,2624666.6667,9003,8827,328083.3333,9003,,,
12301,Mississippi CS27 East zone,9807,8801,29.4,9110,8802,-88.5,9110,8805,0.99996,9201,8806,500000,9003,8807,0,9003,,,,,,
12302,Mississippi CS27 West zone,9807,8801,30.3,9110,8802,-90.2,9110,8805,0.999941177,9201,8806,500000,9003,8807,0,9003,,,,,,
12331,"SPCS83 Mississippi East zone (meters)",9807,8801,29.3,9110,8802,-88.5,9110,8805,0.99995,9201,8806,300000,9001,8807,0,9001,,,,,,
@@ -231,6 +236,10 @@
14702,West Virginia CS27 South zone,9802,8821,37,9110,8822,-81,9110,8823,37.29,9110,8824,38.53,9110,8826,2000000,9003,8827,0,9003,,,
14731,"SPCS83 West Virginia North zone (meters)",9802,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,600000,9001,8827,0,9001,,,
14732,"SPCS83 West Virginia South zone (meters)",9802,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,600000,9001,8827,0,9001,,,
+14733,"SPCS83 West Virginia North zone (US Survey feet)",9802,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,1968500,9001,8827,0,9001,,,
+14734,"SPCS83 West Virginia South zone (US Survey feet)",9802,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,1968500,9001,8827,0,9001,,,
+14735,"SPCS83 West Virginia North zone (US Survey feet)",9802,8821,38.3,9110,8822,-79.3,9110,8823,40.15,9110,8824,39,9110,8826,1968500,9003,8827,0,9003,,,
+14736,"SPCS83 West Virginia South zone (US Survey feet)",9802,8821,37,9110,8822,-81,9110,8823,38.53,9110,8824,37.29,9110,8826,1968500,9003,8827,0,9003,,,
14801,Wisconsin CS27 North zone,9802,8821,45.1,9110,8822,-90,9110,8823,45.34,9110,8824,46.46,9110,8826,2000000,9003,8827,0,9003,,,
14802,Wisconsin CS27 Central zone,9802,8821,43.5,9110,8822,-90,9110,8823,44.15,9110,8824,45.3,9110,8826,2000000,9003,8827,0,9003,,,
14803,Wisconsin CS27 South zone,9802,8821,42,9110,8822,-90,9110,8823,42.44,9110,8824,44.04,9110,8826,2000000,9003,8827,0,9003,,,
@@ -386,10 +395,13 @@
15393,"SPCS83 Louisiana Offshore zone (US Survey feet)",9802,8821,25.3,9110,8822,-91.2,9110,8823,27.5,9110,8824,26.1,9110,8826,3280833.3333,9003,8827,0,9003,,,
15394,"SPCS83 South Dakota North zone (US Survey feet)",9802,8821,43.5,9110,8822,-100,9110,8823,45.41,9110,8824,44.25,9110,8826,1968500,9003,8827,0,9003,,,
15395,"SPCS83 South Dakota South zone (US Survey feet)",9802,8821,42.2,9110,8822,-100.2,9110,8823,44.24,9110,8824,42.5,9110,8826,1968500,9003,8827,0,9003,,,
+15396,"SPCS83 Nebraska zone (US Survey feet)",9802,8821,39.5,9110,8822,-100,9110,8823,43,9110,8824,40,9110,8826,1640416.6667,9003,8827,0,9003,,,
15397,Great Lakes Albers,9822,8821,45.568977,9102,8822,-84.455955,9102,8823,42.122774,9102,8824,49.01518,9102,8826,1000000,9001,8827,1000000,9001,,,
15398,Great Lakes and St Lawrence Albers,9822,8821,45.568977,9102,8822,-83.248627,9102,8823,42.122774,9102,8824,49.01518,9102,8826,1000000,9001,8827,1000000,9001,,,
15399,Yap Islands,9832,8801,9.324815,9110,8802,138.100748,9110,8806,40000,9001,8807,60000,9001,,,,,,,,,
15400,Guam SPCS,9831,8801,13.282087887,9110,8802,144.445550254,9110,8806,50000,9001,8807,50000,9001,,,,,,,,,
+15498,Geographic 2D axis order reversal,9843,,,,,,,,,,,,,,,,,,,,,
+15499,Geographic 3D horizontal axis order reversal,9844,,,,,,,,,,,,,,,,,,,,,
15500,Australian Antarctic geocentric to geog3D,9602,,,,,,,,,,,,,,,,,,,,,
15501,Australian Antarctic geog3D to geog2D,9659,,,,,,,,,,,,,,,,,,,,,
15502,CHTRF95 geocentric to geog3D,9602,,,,,,,,,,,,,,,,,,,,,
@@ -482,1027 +494,1063 @@
15589,"NAD83(NSRS2007) geog3D to geog2D",9659,,,,,,,,,,,,,,,,,,,,,
15590,WGS 66 geocentric to geog3D,9602,,,,,,,,,,,,,,,,,,,,,
15591,WGS 66 geog3D to geog2D,9659,,,,,,,,,,,,,,,,,,,,,
-15914,"BLM zone 14N (US survey feet)",9807,8807,0,9003,8806,1640416.67,9003,8805,0.9996,9201,8802,-99,9102,8801,0,9102,,,,,,
-15915,"BLM zone 15N (US survey feet)",9807,8802,-93,9102,8801,0,9102,8805,0.9996,9201,8807,0,9003,8806,1640416.67,9003,,,,,,
-15916,"BLM zone 16N (US survey feet)",9807,8802,-87,9102,8801,0,9102,8807,0,9003,8806,1640416.67,9003,8805,0.9996,9201,,,,,,
-15917,"BLM zone 17N (US survey feet)",9807,8807,0,9003,8806,1640416.67,9003,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-16000,"UTM grid system (northern hemisphere)",9824,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8830,-180,9102,8831,6,9102,,,
-16001,UTM zone 1N,9807,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-177,9102,8801,0,9102,,,,,,
-16002,UTM zone 2N,9807,8801,0,9102,8807,0,9001,8802,-171,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16003,UTM zone 3N,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-165,9102,8807,0,9001,,,,,,
-16004,UTM zone 4N,9807,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-159,9102,8801,0,9102,,,,,,
-16005,UTM zone 5N,9807,8802,-153,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-16006,UTM zone 6N,9807,8802,-147,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-16007,UTM zone 7N,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-141,9102,,,,,,
-16008,UTM zone 8N,9807,8805,0.9996,9201,8802,-135,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16009,UTM zone 9N,9807,8805,0.9996,9201,8802,-129,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16010,UTM zone 10N,9807,8801,0,9102,8807,0,9001,8802,-123,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16011,UTM zone 11N,9807,8802,-117,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-16012,UTM zone 12N,9807,8806,500000,9001,8805,0.9996,9201,8802,-111,9102,8801,0,9102,8807,0,9001,,,,,,
-16013,UTM zone 13N,9807,8802,-105,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-16014,UTM zone 14N,9807,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,8807,0,9001,,,,,,
-16015,UTM zone 15N,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-93,9102,,,,,,
-16016,UTM zone 16N,9807,8805,0.9996,9201,8802,-87,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16017,UTM zone 17N,9807,8806,500000,9001,8805,0.9996,9201,8802,-81,9102,8801,0,9102,8807,0,9001,,,,,,
-16018,UTM zone 18N,9807,8801,0,9102,8807,0,9001,8802,-75,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16019,UTM zone 19N,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-69,9102,8807,0,9001,,,,,,
-16020,UTM zone 20N,9807,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-63,9102,8801,0,9102,,,,,,
-16021,UTM zone 21N,9807,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,0,9001,,,,,,
-16022,UTM zone 22N,9807,8802,-51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-16023,UTM zone 23N,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-45,9102,,,,,,
-16024,UTM zone 24N,9807,8801,0,9102,8805,0.9996,9201,8802,-39,9102,8806,500000,9001,8807,0,9001,,,,,,
-16025,UTM zone 25N,9807,8805,0.9996,9201,8802,-33,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16026,UTM zone 26N,9807,8801,0,9102,8807,0,9001,8802,-27,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16027,UTM zone 27N,9807,8805,0.9996,9201,8802,-21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16028,UTM zone 28N,9807,8806,500000,9001,8805,0.9996,9201,8802,-15,9102,8801,0,9102,8807,0,9001,,,,,,
-16029,UTM zone 29N,9807,8802,-9,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-16030,UTM zone 30N,9807,8805,0.9996,9201,8802,-3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16031,UTM zone 31N,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,3,9102,,,,,,
-16032,UTM zone 32N,9807,8805,0.9996,9201,8802,9,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16033,UTM zone 33N,9807,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8801,0,9102,,,,,,
-16034,UTM zone 34N,9807,8801,0,9102,8807,0,9001,8802,21,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16035,UTM zone 35N,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,27,9102,8807,0,9001,,,,,,
-16036,UTM zone 36N,9807,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,33,9102,8801,0,9102,,,,,,
-16037,UTM zone 37N,9807,8802,39,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-16038,UTM zone 38N,9807,8802,45,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-16039,UTM zone 39N,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,51,9102,,,,,,
-16040,UTM zone 40N,9807,8802,57,9102,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
-16041,UTM zone 41N,9807,8805,0.9996,9201,8802,63,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16042,UTM zone 42N,9807,8801,0,9102,8807,0,9001,8802,69,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16043,UTM zone 43N,9807,8802,75,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,0,9001,,,,,,
-16044,UTM zone 44N,9807,8806,500000,9001,8805,0.9996,9201,8802,81,9102,8801,0,9102,8807,0,9001,,,,,,
-16045,UTM zone 45N,9807,8802,87,9102,8801,0,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-16046,UTM zone 46N,9807,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-16047,UTM zone 47N,9807,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,99,9102,,,,,,
-16048,UTM zone 48N,9807,8805,0.9996,9201,8802,105,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16049,UTM zone 49N,9807,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-16050,UTM zone 50N,9807,8801,0,9102,8807,0,9001,8802,117,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16051,UTM zone 51N,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,123,9102,8807,0,9001,,,,,,
-16052,UTM zone 52N,9807,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,129,9102,8801,0,9102,,,,,,
-16053,UTM zone 53N,9807,8801,0,9102,8802,135,9102,8805,0.9996,9201,8807,0,9001,8806,500000,9001,,,,,,
-16054,UTM zone 54N,9807,8802,141,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-16055,UTM zone 55N,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,147,9102,,,,,,
-16056,UTM zone 56N,9807,8801,0,9102,8805,0.9996,9201,8802,153,9102,8806,500000,9001,8807,0,9001,,,,,,
-16057,UTM zone 57N,9807,8805,0.9996,9201,8802,159,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16058,UTM zone 58N,9807,8801,0,9102,8807,0,9001,8802,165,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16059,UTM zone 59N,9807,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,8807,0,9001,,,,,,
-16060,UTM zone 60N,9807,8806,500000,9001,8805,0.9996,9201,8802,177,9102,8801,0,9102,8807,0,9001,,,,,,
-16061,Universal Polar Stereographic North,9810,8802,0,9102,8801,90,9102,8805,0.994,9201,8807,2000000,9001,8806,2000000,9001,,,,,,
-16065,TM35FIN,9807,8805,0.9996,9201,8802,27,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16070,3-degree Gauss-Kruger zone 40,9807,8807,0,9001,8806,40500000,9001,8801,0,9102,8805,1,9201,8802,120,9102,,,,,,
-16071,3-degree Gauss-Kruger zone 41,9807,8805,1,9201,8802,123,9102,8801,0,9102,8806,41500000,9001,8807,0,9001,,,,,,
-16072,3-degree Gauss-Kruger zone 42,9807,8807,0,9001,8806,42500000,9001,8805,1,9201,8802,126,9102,8801,0,9102,,,,,,
-16073,3-degree Gauss-Kruger zone 43,9807,8801,0,9102,8807,0,9001,8802,129,9102,8806,43500000,9001,8805,1,9201,,,,,,
-16074,3-degree Gauss-Kruger zone 44,9807,8801,0,9102,8806,44500000,9001,8805,1,9201,8802,132,9102,8807,0,9001,,,,,,
-16075,3-degree Gauss-Kruger zone 45,9807,8807,0,9001,8806,45500000,9001,8805,1,9201,8802,135,9102,8801,0,9102,,,,,,
-16076,3-degree Gauss-Kruger zone 46,9807,8802,138,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,46500000,9001,,,,,,
-16077,3-degree Gauss-Kruger zone 47,9807,8802,141,9102,8801,0,9102,8807,0,9001,8806,47500000,9001,8805,1,9201,,,,,,
-16078,3-degree Gauss-Kruger zone 48,9807,8807,0,9001,8806,48500000,9001,8801,0,9102,8805,1,9201,8802,144,9102,,,,,,
-16079,3-degree Gauss-Kruger zone 49,9807,8807,0,9001,8806,49500000,9001,8805,1,9201,8802,147,9102,8801,0,9102,,,,,,
-16080,3-degree Gauss-Kruger zone 50,9807,8801,0,9102,8805,1,9201,8802,150,9102,8807,0,9001,8806,50500000,9001,,,,,,
-16081,3-degree Gauss-Kruger zone 51,9807,8801,0,9102,8807,0,9001,8802,153,9102,8806,51500000,9001,8805,1,9201,,,,,,
-16082,3-degree Gauss-Kruger zone 52,9807,8802,156,9102,8801,0,9102,8806,52500000,9001,8805,1,9201,8807,0,9001,,,,,,
-16083,3-degree Gauss-Kruger zone 53,9807,8806,53500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,8807,0,9001,,,,,,
-16084,3-degree Gauss-Kruger zone 54,9807,8802,162,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,54500000,9001,,,,,,
-16085,3-degree Gauss-Kruger zone 55,9807,8806,55500000,9001,8805,1,9201,8802,165,9102,8801,0,9102,8807,0,9001,,,,,,
-16086,3-degree Gauss-Kruger zone 56,9807,8807,0,9001,8806,56500000,9001,8801,0,9102,8805,1,9201,8802,168,9102,,,,,,
-16087,3-degree Gauss-Kruger zone 57,9807,8805,1,9201,8802,171,9102,8801,0,9102,8806,57500000,9001,8807,0,9001,,,,,,
-16088,3-degree Gauss-Kruger zone 58,9807,8806,58500000,9001,8805,1,9201,8802,174,9102,8801,0,9102,8807,0,9001,,,,,,
-16089,3-degree Gauss-Kruger zone 59,9807,8801,0,9102,8807,0,9001,8802,177,9102,8806,59500000,9001,8805,1,9201,,,,,,
-16090,3-degree Gauss-Kruger zone 60,9807,8801,0,9102,8806,60000000,9001,8805,1,9201,8802,180,9102,8807,0,9001,,,,,,
-16091,3-degree Gauss-Kruger zone 61,9807,8807,0,9001,8806,61500000,9001,8805,1,9201,8802,-177,9102,8801,0,9102,,,,,,
-16092,3-degree Gauss-Kruger zone 62,9807,8802,-174,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,62500000,9001,,,,,,
-16093,3-degree Gauss-Kruger zone 63,9807,8802,-171,9102,8801,0,9102,8807,0,9001,8806,63500000,9001,8805,1,9201,,,,,,
-16094,3-degree Gauss-Kruger zone 64,9807,8807,0,9001,8806,64500000,9001,8801,0,9102,8805,1,9201,8802,-168,9102,,,,,,
-16099,3-degree Gauss-Kruger zone 60,9807,8801,0,9102,8807,0,9001,8806,60500000,9001,8805,1,9201,8802,180,9102,,,,,,
-16100,"UTM grid system (southern hemisphere)",9824,8831,6,9102,8807,10000000,9001,8830,-180,9102,8805,0.9996,9201,8806,500000,9001,8801,0,9102,,,
-16101,UTM zone 1S,9807,8802,-177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-16102,UTM zone 2S,9807,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-171,9102,,,,,,
-16103,UTM zone 3S,9807,8806,500000,9001,8807,10000000,9001,8802,-165,9102,8805,0.9996,9201,8801,0,9102,,,,,,
-16104,UTM zone 4S,9807,8805,0.9996,9201,8802,-159,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-16105,UTM zone 5S,9807,8801,0,9102,8802,-153,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-16106,UTM zone 6S,9807,8806,500000,9001,8805,0.9996,9201,8802,-147,9102,8801,0,9102,8807,10000000,9001,,,,,,
-16107,UTM zone 7S,9807,8802,-141,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-16108,UTM zone 8S,9807,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,8802,-135,9102,8801,0,9102,,,,,,
-16109,UTM zone 9S,9807,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-129,9102,,,,,,
-16110,UTM zone 10S,9807,8805,0.9996,9201,8802,-123,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-16111,UTM zone 11S,9807,8806,500000,9001,8805,0.9996,9201,8802,-117,9102,8801,0,9102,8807,10000000,9001,,,,,,
-16112,UTM zone 12S,9807,8801,0,9102,8807,10000000,9001,8802,-111,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16113,UTM zone 13S,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-105,9102,8807,10000000,9001,,,,,,
-16114,UTM zone 14S,9807,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-99,9102,8801,0,9102,,,,,,
-16115,UTM zone 15S,9807,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-16116,UTM zone 16S,9807,8802,-87,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-16117,UTM zone 17S,9807,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-81,9102,,,,,,
-16118,UTM zone 18S,9807,8801,0,9102,8805,0.9996,9201,8802,-75,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-16119,UTM zone 19S,9807,8805,0.9996,9201,8802,-69,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-16120,UTM zone 20S,9807,8801,0,9102,8807,10000000,9001,8802,-63,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16121,UTM zone 21S,9807,8806,500000,9001,8805,0.9996,9201,8802,-57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-16122,UTM zone 22S,9807,8806,500000,9001,8805,0.9996,9201,8802,-51,9102,8801,0,9102,8807,10000000,9001,,,,,,
-16123,UTM zone 23S,9807,8802,-45,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-16124,UTM zone 24S,9807,8805,0.9996,9201,8802,-39,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-16125,UTM zone 25S,9807,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,-33,9102,,,,,,
-16126,UTM zone 26S,9807,8805,0.9996,9201,8802,-27,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-16127,UTM zone 27S,9807,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-21,9102,8801,0,9102,,,,,,
-16128,UTM zone 28S,9807,8801,0,9102,8807,10000000,9001,8802,-15,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16129,UTM zone 29S,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,-9,9102,8807,10000000,9001,,,,,,
-16130,UTM zone 30S,9807,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,-3,9102,8801,0,9102,,,,,,
-16131,UTM zone 31S,9807,8802,3,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-16132,UTM zone 32S,9807,8802,9,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-16133,UTM zone 33S,9807,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,15,9102,,,,,,
-16134,UTM zone 34S,9807,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,21,9102,8801,0,9102,,,,,,
-16135,UTM zone 35S,9807,8805,0.9996,9201,8802,27,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-16136,UTM zone 36S,9807,8801,0,9102,8807,10000000,9001,8802,33,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16137,UTM zone 37S,9807,8802,39,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-16138,UTM zone 38S,9807,8806,500000,9001,8805,0.9996,9201,8802,45,9102,8801,0,9102,8807,10000000,9001,,,,,,
-16139,UTM zone 39S,9807,8802,51,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-16140,UTM zone 40S,9807,8806,500000,9001,8805,0.9996,9201,8802,57,9102,8801,0,9102,8807,10000000,9001,,,,,,
-16141,UTM zone 41S,9807,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,63,9102,,,,,,
-16142,UTM zone 42S,9807,8805,0.9996,9201,8802,69,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-16143,UTM zone 43S,9807,8806,500000,9001,8805,0.9996,9201,8802,75,9102,8801,0,9102,8807,10000000,9001,,,,,,
-16144,UTM zone 44S,9807,8801,0,9102,8807,10000000,9001,8802,81,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16145,UTM zone 45S,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,87,9102,8807,10000000,9001,,,,,,
-16146,UTM zone 46S,9807,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,93,9102,8801,0,9102,,,,,,
-16147,UTM zone 47S,9807,8802,99,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-16148,UTM zone 48S,9807,8802,105,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-16149,UTM zone 49S,9807,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,111,9102,,,,,,
-16150,UTM zone 50S,9807,8801,0,9102,8805,0.9996,9201,8802,117,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-16151,UTM zone 51S,9807,8805,0.9996,9201,8802,123,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-16152,UTM zone 52S,9807,8801,0,9102,8807,10000000,9001,8802,129,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16153,UTM zone 53S,9807,8805,0.9996,9201,8802,135,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-16154,UTM zone 54S,9807,8806,500000,9001,8805,0.9996,9201,8802,141,9102,8801,0,9102,8807,10000000,9001,,,,,,
-16155,UTM zone 55S,9807,8802,147,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-16156,UTM zone 56S,9807,8805,0.9996,9201,8802,153,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-16157,UTM zone 57S,9807,8807,10000000,9001,8806,500000,9001,8801,0,9102,8805,0.9996,9201,8802,159,9102,,,,,,
-16158,UTM zone 58S,9807,8805,0.9996,9201,8802,165,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-16159,UTM zone 59S,9807,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,171,9102,8801,0,9102,,,,,,
-16160,UTM zone 60S,9807,8802,177,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-16161,Universal Polar Stereographic South,9810,8801,-90,9102,8806,2000000,9001,8805,0.994,9201,8802,0,9102,8807,2000000,9001,,,,,,
-16170,3-degree Gauss-Kruger CM 120E,9807,8807,0,9001,8806,500000,9001,8805,1,9201,8802,120,9102,8801,0,9102,,,,,,
-16171,3-degree Gauss-Kruger CM 123E,9807,8802,123,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16172,3-degree Gauss-Kruger CM 126E,9807,8802,126,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-16173,3-degree Gauss-Kruger CM 129E,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,129,9102,,,,,,
-16174,3-degree Gauss-Kruger CM 132E,9807,8802,132,9102,8801,0,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-16175,3-degree Gauss-Kruger CM 135E,9807,8805,1,9201,8802,135,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16176,3-degree Gauss-Kruger CM 138E,9807,8801,0,9102,8807,0,9001,8802,138,9102,8806,500000,9001,8805,1,9201,,,,,,
-16177,3-degree Gauss-Kruger CM 141E,9807,8802,141,9102,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,,,,,,
-16178,3-degree Gauss-Kruger CM 144E,9807,8806,500000,9001,8805,1,9201,8802,144,9102,8801,0,9102,8807,0,9001,,,,,,
-16179,3-degree Gauss-Kruger CM 147E,9807,8802,147,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16180,3-degree Gauss-Kruger CM 150E,9807,8807,0,9001,8806,500000,9001,8805,1,9201,8802,150,9102,8801,0,9102,,,,,,
-16181,3-degree Gauss-Kruger CM 153E,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,153,9102,,,,,,
-16182,3-degree Gauss-Kruger CM 156E,9807,8805,1,9201,8802,156,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16183,3-degree Gauss-Kruger CM 159E,9807,8806,500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,8807,0,9001,,,,,,
-16184,3-degree Gauss-Kruger CM 162E,9807,8801,0,9102,8807,0,9001,8802,162,9102,8806,500000,9001,8805,1,9201,,,,,,
-16185,3-degree Gauss-Kruger CM 165E,9807,8801,0,9102,8806,500000,9001,8805,1,9201,8802,165,9102,8807,0,9001,,,,,,
-16186,3-degree Gauss-Kruger CM 168E,9807,8807,0,9001,8806,500000,9001,8805,1,9201,8802,168,9102,8801,0,9102,,,,,,
-16187,3-degree Gauss-Kruger CM 171E,9807,8801,0,9102,8802,171,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16188,3-degree Gauss-Kruger CM 174E,9807,8802,174,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-16189,3-degree Gauss-Kruger CM 177E,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,177,9102,,,,,,
-16190,3-degree Gauss-Kruger CM 180,9807,8801,0,9102,8805,1,9201,8802,180,9102,8806,500000,9001,8807,0,9001,,,,,,
-16191,3-degree Gauss-Kruger CM 177W,9807,8805,1,9201,8802,-177,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16192,3-degree Gauss-Kruger CM 174W,9807,8801,0,9102,8807,0,9001,8802,-174,9102,8806,500000,9001,8805,1,9201,,,,,,
-16193,3-degree Gauss-Kruger CM 171W,9807,8807,0,9001,8806,500000,9001,8805,1,9201,8802,-171,9102,8801,0,9102,,,,,,
-16194,3-degree Gauss-Kruger CM 168W,9807,8802,-168,9102,8807,0,9001,8805,1,9201,8806,500000,9001,8801,0,9102,,,,,,
-16201,6-degree Gauss-Kruger zone 1,9807,8801,0,9102,8807,0,9001,8802,3,9102,8806,1500000,9001,8805,1,9201,,,,,,
-16202,6-degree Gauss-Kruger zone 2,9807,8802,9,9102,8801,0,9102,8806,2500000,9001,8805,1,9201,8807,0,9001,,,,,,
-16203,6-degree Gauss-Kruger zone 3,9807,8806,3500000,9001,8805,1,9201,8802,15,9102,8801,0,9102,8807,0,9001,,,,,,
-16204,6-degree Gauss-Kruger zone 4,9807,8802,21,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,4500000,9001,,,,,,
-16205,6-degree Gauss-Kruger zone 5,9807,8806,5500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-16206,6-degree Gauss-Kruger zone 6,9807,8807,0,9001,8806,6500000,9001,8801,0,9102,8805,1,9201,8802,33,9102,,,,,,
-16207,6-degree Gauss-Kruger zone 7,9807,8805,1,9201,8802,39,9102,8801,0,9102,8806,7500000,9001,8807,0,9001,,,,,,
-16208,6-degree Gauss-Kruger zone 8,9807,8806,8500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,8807,0,9001,,,,,,
-16209,6-degree Gauss-Kruger zone 9,9807,8801,0,9102,8807,0,9001,8802,51,9102,8806,9500000,9001,8805,1,9201,,,,,,
-16210,6-degree Gauss-Kruger zone 10,9807,8801,0,9102,8806,10500000,9001,8805,1,9201,8802,57,9102,8807,0,9001,,,,,,
-16211,6-degree Gauss-Kruger zone 11,9807,8807,0,9001,8806,11500000,9001,8805,1,9201,8802,63,9102,8801,0,9102,,,,,,
-16212,6-degree Gauss-Kruger zone 12,9807,8802,69,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,12500000,9001,,,,,,
-16213,6-degree Gauss-Kruger zone 13,9807,8802,75,9102,8801,0,9102,8807,0,9001,8806,13500000,9001,8805,1,9201,,,,,,
-16214,6-degree Gauss-Kruger zone 14,9807,8807,0,9001,8806,14500000,9001,8801,0,9102,8805,1,9201,8802,81,9102,,,,,,
-16215,6-degree Gauss-Kruger zone 15,9807,8801,0,9102,8805,1,9201,8802,87,9102,8806,15500000,9001,8807,0,9001,,,,,,
-16216,6-degree Gauss-Kruger zone 16,9807,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,8806,16500000,9001,,,,,,
-16217,6-degree Gauss-Kruger zone 17,9807,8801,0,9102,8807,0,9001,8802,99,9102,8806,17500000,9001,8805,1,9201,,,,,,
-16218,6-degree Gauss-Kruger zone 18,9807,8805,1,9201,8802,105,9102,8801,0,9102,8806,18500000,9001,8807,0,9001,,,,,,
-16219,6-degree Gauss-Kruger zone 19,9807,8806,19500000,9001,8805,1,9201,8802,111,9102,8801,0,9102,8807,0,9001,,,,,,
-16220,6-degree Gauss-Kruger zone 20,9807,8802,117,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,20500000,9001,,,,,,
-16221,6-degree Gauss-Kruger zone 21,9807,8805,1,9201,8802,123,9102,8801,0,9102,8807,0,9001,8806,21500000,9001,,,,,,
-16222,6-degree Gauss-Kruger zone 22,9807,8807,0,9001,8806,22500000,9001,8801,0,9102,8805,1,9201,8802,129,9102,,,,,,
-16223,6-degree Gauss-Kruger zone 23,9807,8805,1,9201,8802,135,9102,8801,0,9102,8806,23500000,9001,8807,0,9001,,,,,,
-16224,6-degree Gauss-Kruger zone 24,9807,8807,0,9001,8806,24500000,9001,8805,1,9201,8802,141,9102,8801,0,9102,,,,,,
-16225,6-degree Gauss-Kruger zone 25,9807,8802,147,9102,8801,0,9102,8807,0,9001,8806,25500000,9001,8805,1,9201,,,,,,
-16226,6-degree Gauss-Kruger zone 26,9807,8801,0,9102,8806,26500000,9001,8805,1,9201,8802,153,9102,8807,0,9001,,,,,,
-16227,6-degree Gauss-Kruger zone 27,9807,8807,0,9001,8806,27500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,,,,,,
-16228,6-degree Gauss-Kruger zone 28,9807,8802,165,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,28500000,9001,,,,,,
-16229,6-degree Gauss-Kruger zone 29,9807,8802,171,9102,8801,0,9102,8807,0,9001,8806,29500000,9001,8805,1,9201,,,,,,
-16230,6-degree Gauss-Kruger zone 30,9807,8807,0,9001,8806,30500000,9001,8801,0,9102,8805,1,9201,8802,177,9102,,,,,,
-16231,6-degree Gauss-Kruger zone 31,9807,8802,-177,9102,8801,0,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
-16232,6-degree Gauss-Kruger zone 32,9807,8805,1,9201,8802,-171,9102,8801,0,9102,8807,0,9001,8806,32500000,9001,,,,,,
-16233,6-degree Gauss-Kruger zone 33,9807,8801,0,9102,8807,0,9001,8802,-165,9102,8806,33500000,9001,8805,1,9201,,,,,,
-16234,6-degree Gauss-Kruger zone 34,9807,8802,-159,9102,8801,0,9102,8806,34500000,9001,8805,1,9201,8807,0,9001,,,,,,
-16235,6-degree Gauss-Kruger zone 35,9807,8806,35500000,9001,8805,1,9201,8802,-153,9102,8801,0,9102,8807,0,9001,,,,,,
-16236,6-degree Gauss-Kruger zone 36,9807,8802,-147,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,36500000,9001,,,,,,
-16237,6-degree Gauss-Kruger zone 37,9807,8807,0,9001,8806,37500000,9001,8805,1,9201,8802,-141,9102,8801,0,9102,,,,,,
-16238,6-degree Gauss-Kruger zone 38,9807,8807,0,9001,8806,38500000,9001,8801,0,9102,8805,1,9201,8802,-135,9102,,,,,,
-16239,6-degree Gauss-Kruger zone 39,9807,8805,1,9201,8802,-129,9102,8801,0,9102,8806,39500000,9001,8807,0,9001,,,,,,
-16240,6-degree Gauss-Kruger zone 40,9807,8806,40500000,9001,8805,1,9201,8802,-123,9102,8801,0,9102,8807,0,9001,,,,,,
-16241,6-degree Gauss-Kruger zone 41,9807,8801,0,9102,8807,0,9001,8802,-117,9102,8806,41500000,9001,8805,1,9201,,,,,,
-16242,6-degree Gauss-Kruger zone 42,9807,8801,0,9102,8806,42500000,9001,8805,1,9201,8802,-111,9102,8807,0,9001,,,,,,
-16243,6-degree Gauss-Kruger zone 43,9807,8807,0,9001,8806,43500000,9001,8805,1,9201,8802,-105,9102,8801,0,9102,,,,,,
-16244,6-degree Gauss-Kruger zone 44,9807,8801,0,9102,8802,-99,9102,8805,1,9201,8807,0,9001,8806,44500000,9001,,,,,,
-16245,6-degree Gauss-Kruger zone 45,9807,8802,-93,9102,8801,0,9102,8807,0,9001,8806,45500000,9001,8805,1,9201,,,,,,
-16246,6-degree Gauss-Kruger zone 46,9807,8807,0,9001,8806,46500000,9001,8801,0,9102,8805,1,9201,8802,-87,9102,,,,,,
-16247,6-degree Gauss-Kruger zone 47,9807,8801,0,9102,8805,1,9201,8802,-81,9102,8806,47500000,9001,8807,0,9001,,,,,,
-16248,6-degree Gauss-Kruger zone 48,9807,8805,1,9201,8802,-75,9102,8801,0,9102,8807,0,9001,8806,48500000,9001,,,,,,
-16249,6-degree Gauss-Kruger zone 49,9807,8801,0,9102,8807,0,9001,8802,-69,9102,8806,49500000,9001,8805,1,9201,,,,,,
-16250,6-degree Gauss-Kruger zone 50,9807,8807,0,9001,8806,50500000,9001,8805,1,9201,8802,-63,9102,8801,0,9102,,,,,,
-16251,6-degree Gauss-Kruger zone 51,9807,8801,0,9102,8806,51500000,9001,8805,1,9201,8802,-57,9102,8807,0,9001,,,,,,
-16252,6-degree Gauss-Kruger zone 52,9807,8802,-51,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,52500000,9001,,,,,,
-16253,6-degree Gauss-Kruger zone 53,9807,8805,1,9201,8802,-45,9102,8801,0,9102,8807,0,9001,8806,53500000,9001,,,,,,
-16254,6-degree Gauss-Kruger zone 54,9807,8807,0,9001,8806,54500000,9001,8801,0,9102,8805,1,9201,8802,-39,9102,,,,,,
-16255,6-degree Gauss-Kruger zone 55,9807,8805,1,9201,8802,-33,9102,8801,0,9102,8806,55500000,9001,8807,0,9001,,,,,,
-16256,6-degree Gauss-Kruger zone 56,9807,8807,0,9001,8806,56500000,9001,8805,1,9201,8802,-27,9102,8801,0,9102,,,,,,
-16257,6-degree Gauss-Kruger zone 57,9807,8801,0,9102,8807,0,9001,8802,-21,9102,8806,57500000,9001,8805,1,9201,,,,,,
-16258,6-degree Gauss-Kruger zone 58,9807,8801,0,9102,8806,58500000,9001,8805,1,9201,8802,-15,9102,8807,0,9001,,,,,,
-16259,6-degree Gauss-Kruger zone 59,9807,8807,0,9001,8806,59500000,9001,8805,1,9201,8802,-9,9102,8801,0,9102,,,,,,
-16260,6-degree Gauss-Kruger zone 60,9807,8802,-3,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,60500000,9001,,,,,,
-16261,3-degree Gauss-Kruger zone 1,9807,8802,3,9102,8801,0,9102,8807,0,9001,8806,1500000,9001,8805,1,9201,,,,,,
-16262,3-degree Gauss-Kruger zone 2,9807,8807,0,9001,8806,2500000,9001,8801,0,9102,8805,1,9201,8802,6,9102,,,,,,
-16263,3-degree Gauss-Kruger zone 3,9807,8805,1,9201,8802,9,9102,8801,0,9102,8806,3500000,9001,8807,0,9001,,,,,,
-16264,3-degree Gauss-Kruger zone 4,9807,8805,1,9201,8802,12,9102,8801,0,9102,8807,0,9001,8806,4500000,9001,,,,,,
-16265,3-degree Gauss-Kruger zone 5,9807,8801,0,9102,8807,0,9001,8802,15,9102,8806,5500000,9001,8805,1,9201,,,,,,
-16266,3-degree Gauss-Kruger zone 6,9807,8802,18,9102,8801,0,9102,8806,6500000,9001,8805,1,9201,8807,0,9001,,,,,,
-16267,3-degree Gauss-Kruger zone 7,9807,8806,7500000,9001,8805,1,9201,8802,21,9102,8801,0,9102,8807,0,9001,,,,,,
-16268,3-degree Gauss-Kruger zone 8,9807,8802,24,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,8500000,9001,,,,,,
-16269,3-degree Gauss-Kruger zone 9,9807,8806,9500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-16270,3-degree Gauss-Kruger zone 10,9807,8807,0,9001,8806,10500000,9001,8801,0,9102,8805,1,9201,8802,30,9102,,,,,,
-16271,3-degree Gauss-Kruger zone 11,9807,8805,1,9201,8802,33,9102,8801,0,9102,8806,11500000,9001,8807,0,9001,,,,,,
-16272,3-degree Gauss-Kruger zone 12,9807,8806,12500000,9001,8805,1,9201,8802,36,9102,8801,0,9102,8807,0,9001,,,,,,
-16273,3-degree Gauss-Kruger zone 13,9807,8801,0,9102,8807,0,9001,8802,39,9102,8806,13500000,9001,8805,1,9201,,,,,,
-16274,3-degree Gauss-Kruger zone 14,9807,8801,0,9102,8806,14500000,9001,8805,1,9201,8802,42,9102,8807,0,9001,,,,,,
-16275,3-degree Gauss-Kruger zone 15,9807,8807,0,9001,8806,15500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-16276,3-degree Gauss-Kruger zone 16,9807,8805,1,9201,8802,48,9102,8801,0,9102,8807,0,9001,8806,16500000,9001,,,,,,
-16277,3-degree Gauss-Kruger zone 17,9807,8802,51,9102,8801,0,9102,8807,0,9001,8806,17500000,9001,8805,1,9201,,,,,,
-16278,3-degree Gauss-Kruger zone 18,9807,8807,0,9001,8806,18500000,9001,8801,0,9102,8805,1,9201,8802,54,9102,,,,,,
-16279,3-degree Gauss-Kruger zone 19,9807,8801,0,9102,8805,1,9201,8802,57,9102,8806,19500000,9001,8807,0,9001,,,,,,
-16280,3-degree Gauss-Kruger zone 20,9807,8805,1,9201,8802,60,9102,8801,0,9102,8807,0,9001,8806,20500000,9001,,,,,,
-16281,3-degree Gauss-Kruger zone 21,9807,8801,0,9102,8807,0,9001,8802,63,9102,8806,21500000,9001,8805,1,9201,,,,,,
-16282,3-degree Gauss-Kruger zone 22,9807,8805,1,9201,8802,66,9102,8801,0,9102,8806,22500000,9001,8807,0,9001,,,,,,
-16283,3-degree Gauss-Kruger zone 23,9807,8806,23500000,9001,8805,1,9201,8802,69,9102,8801,0,9102,8807,0,9001,,,,,,
-16284,3-degree Gauss-Kruger zone 24,9807,8802,72,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,24500000,9001,,,,,,
-16285,3-degree Gauss-Kruger zone 25,9807,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,25500000,9001,,,,,,
-16286,3-degree Gauss-Kruger zone 26,9807,8807,0,9001,8806,26500000,9001,8801,0,9102,8805,1,9201,8802,78,9102,,,,,,
-16287,3-degree Gauss-Kruger zone 27,9807,8805,1,9201,8802,81,9102,8801,0,9102,8806,27500000,9001,8807,0,9001,,,,,,
-16288,3-degree Gauss-Kruger zone 28,9807,8807,0,9001,8806,28500000,9001,8805,1,9201,8802,84,9102,8801,0,9102,,,,,,
-16289,3-degree Gauss-Kruger zone 29,9807,8801,0,9102,8807,0,9001,8802,87,9102,8806,29500000,9001,8805,1,9201,,,,,,
-16290,3-degree Gauss-Kruger zone 30,9807,8801,0,9102,8806,30500000,9001,8805,1,9201,8802,90,9102,8807,0,9001,,,,,,
-16291,3-degree Gauss-Kruger zone 31,9807,8807,0,9001,8806,31500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,,,,,,
-16292,3-degree Gauss-Kruger zone 32,9807,8802,96,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,32500000,9001,,,,,,
-16293,3-degree Gauss-Kruger zone 33,9807,8802,99,9102,8801,0,9102,8807,0,9001,8806,33500000,9001,8805,1,9201,,,,,,
-16294,3-degree Gauss-Kruger zone 34,9807,8807,0,9001,8806,34500000,9001,8801,0,9102,8805,1,9201,8802,102,9102,,,,,,
-16295,3-degree Gauss-Kruger zone 35,9807,8802,105,9102,8801,0,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
-16296,3-degree Gauss-Kruger zone 36,9807,8805,1,9201,8802,108,9102,8801,0,9102,8807,0,9001,8806,36500000,9001,,,,,,
-16297,3-degree Gauss-Kruger zone 37,9807,8801,0,9102,8807,0,9001,8802,111,9102,8806,37500000,9001,8805,1,9201,,,,,,
-16298,3-degree Gauss-Kruger zone 38,9807,8802,114,9102,8801,0,9102,8806,38500000,9001,8805,1,9201,8807,0,9001,,,,,,
-16299,3-degree Gauss-Kruger zone 39,9807,8806,39500000,9001,8805,1,9201,8802,117,9102,8801,0,9102,8807,0,9001,,,,,,
-16301,Gauss-Kruger CM 3E,9807,8802,3,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16302,Gauss-Kruger CM 9E,9807,8807,0,9001,8805,1,9201,8806,500000,9001,8802,9,9102,8801,0,9102,,,,,,
-16303,Gauss-Kruger CM 15E,9807,8805,1,9201,8801,0,9102,8807,0,9001,8806,500000,9001,8802,15,9102,,,,,,
-16304,Gauss-Kruger CM 21E,9807,8805,1,9201,8802,21,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16305,Gauss-Kruger CM 27E,9807,8806,500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-16306,Gauss-Kruger CM 33E,9807,8801,0,9102,8807,0,9001,8802,33,9102,8806,500000,9001,8805,1,9201,,,,,,
-16307,Gauss-Kruger CM 39E,9807,8801,0,9102,8806,500000,9001,8805,1,9201,8802,39,9102,8807,0,9001,,,,,,
-16308,Gauss-Kruger CM 45E,9807,8807,0,9001,8806,500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-16309,Gauss-Kruger CM 51E,9807,8801,0,9102,8802,51,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16310,Gauss-Kruger CM 57E,9807,8802,57,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-16311,Gauss-Kruger CM 63E,9807,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,63,9102,,,,,,
-16312,Gauss-Kruger CM 69E,9807,8801,0,9102,8805,1,9201,8802,69,9102,8806,500000,9001,8807,0,9001,,,,,,
-16313,Gauss-Kruger CM 75E,9807,8805,1,9201,8802,75,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16314,Gauss-Kruger CM 81E,9807,8801,0,9102,8807,0,9001,8802,81,9102,8806,500000,9001,8805,1,9201,,,,,,
-16315,Gauss-Kruger CM 87E,9807,8802,87,9102,8806,500000,9001,8805,1,9201,8801,0,9102,8807,0,9001,,,,,,
-16316,Gauss-Kruger CM 93E,9807,8806,500000,9001,8805,1,9201,8802,93,9102,8801,0,9102,8807,0,9001,,,,,,
-16317,Gauss-Kruger CM 99E,9807,8802,99,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16318,Gauss-Kruger CM 105E,9807,8805,1,9201,8802,105,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16319,Gauss-Kruger CM 111E,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,111,9102,,,,,,
-16320,Gauss-Kruger CM 117E,9807,8805,1,9201,8802,117,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16321,Gauss-Kruger CM 123E,9807,8806,500000,9001,8807,0,9001,8805,1,9201,8802,123,9102,8801,0,9102,,,,,,
-16322,Gauss-Kruger CM 129E,9807,8801,0,9102,8807,0,9001,8802,129,9102,8806,500000,9001,8805,1,9201,,,,,,
-16323,Gauss-Kruger CM 135E,9807,8801,0,9102,8806,500000,9001,8805,1,9201,8802,135,9102,8807,0,9001,,,,,,
-16324,Gauss-Kruger CM 141E,9807,8806,500000,9001,8805,1,9201,8802,141,9102,8801,0,9102,8807,0,9001,,,,,,
-16325,Gauss-Kruger CM 147E,9807,8802,147,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16326,Gauss-Kruger CM 153E,9807,8802,153,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-16327,Gauss-Kruger CM 159E,9807,8807,0,9001,8806,500000,9001,8805,1,9201,8802,159,9102,8801,0,9102,,,,,,
-16328,Gauss-Kruger CM 165E,9807,8806,500000,9001,8805,1,9201,8802,165,9102,8807,0,9001,8801,0,9102,,,,,,
-16329,Gauss-Kruger CM 171E,9807,8805,1,9201,8802,171,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16330,Gauss-Kruger CM 177E,9807,8801,0,9102,8807,0,9001,8802,177,9102,8806,500000,9001,8805,1,9201,,,,,,
-16331,Gauss-Kruger CM 177W,9807,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,8802,-177,9102,,,,,,
-16332,Gauss-Kruger CM 171W,9807,8806,500000,9001,8805,1,9201,8802,-171,9102,8801,0,9102,8807,0,9001,,,,,,
-16333,Gauss-Kruger CM 165W,9807,8802,-165,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16334,Gauss-Kruger CM 159W,9807,8806,500000,9001,8802,-159,9102,8801,0,9102,8807,0,9001,8805,1,9201,,,,,,
-16335,Gauss-Kruger CM 153W,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,-153,9102,,,,,,
-16336,Gauss-Kruger CM 147W,9807,8805,1,9201,8802,-147,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16337,Gauss-Kruger CM 141W,9807,8805,1,9201,8802,-141,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16338,Gauss-Kruger CM 135W,9807,8801,0,9102,8807,0,9001,8802,-135,9102,8806,500000,9001,8805,1,9201,,,,,,
-16339,Gauss-Kruger CM 129W,9807,8801,0,9102,8806,500000,9001,8805,1,9201,8802,-129,9102,8807,0,9001,,,,,,
-16340,Gauss-Kruger CM 123W,9807,8806,500000,9001,8805,1,9201,8802,-123,9102,8801,0,9102,8807,0,9001,,,,,,
-16341,Gauss-Kruger CM 117W,9807,8802,-117,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16342,Gauss-Kruger CM 111W,9807,8802,-111,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-16343,Gauss-Kruger CM 105W,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,-105,9102,,,,,,
-16344,Gauss-Kruger CM 99W,9807,8805,1,9201,8802,-99,9102,8806,500000,9001,8807,0,9001,8801,0,9102,,,,,,
-16345,Gauss-Kruger CM 93W,9807,8805,1,9201,8802,-93,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16346,Gauss-Kruger CM 87W,9807,8801,0,9102,8807,0,9001,8802,-87,9102,8806,500000,9001,8805,1,9201,,,,,,
-16347,Gauss-Kruger CM 81W,9807,8805,1,9201,8801,0,9102,8806,500000,9001,8807,0,9001,8802,-81,9102,,,,,,
-16348,Gauss-Kruger CM 75W,9807,8806,500000,9001,8805,1,9201,8802,-75,9102,8801,0,9102,8807,0,9001,,,,,,
-16349,Gauss-Kruger CM 69W,9807,8802,-69,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16350,Gauss-Kruger CM 63W,9807,8802,-63,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-16351,Gauss-Kruger CM 57W,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,-57,9102,,,,,,
-16352,Gauss-Kruger CM 51W,9807,8805,1,9201,8802,-51,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16353,Gauss-Kruger CM 45W,9807,8807,0,9001,8805,1,9201,8802,-45,9102,8801,0,9102,8806,500000,9001,,,,,,
-16354,Gauss-Kruger CM 39W,9807,8805,1,9201,8802,-39,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16355,Gauss-Kruger CM 33W,9807,8801,0,9102,8806,500000,9001,8805,1,9201,8802,-33,9102,8807,0,9001,,,,,,
-16356,Gauss-Kruger CM 27W,9807,8806,500000,9001,8805,1,9201,8802,-27,9102,8801,0,9102,8807,0,9001,,,,,,
-16357,Gauss-Kruger CM 21W,9807,8802,-21,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16358,Gauss-Kruger CM 15W,9807,8802,-15,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-16359,Gauss-Kruger CM 9W,9807,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,-9,9102,,,,,,
+15592,geocentric to geographic3D,9602,,,,,,,,,,,,,,,,,,,,,
+15593,geographic3D to geographic2D,9659,,,,,,,,,,,,,,,,,,,,,
+15594,EPSG topocentric example A,9837,8834,55,9102,8835,5,9102,8836,0,9001,,,,,,,,,,,,
+15595,EPSG topocentric example B,9836,8837,3771793.97,9001,8838,140253.34,9001,8839,5124304.35,9001,,,,,,,,,,,,
+15914,"BLM zone 14N (US survey feet)",9807,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+15915,"BLM zone 15N (US survey feet)",9807,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+15916,"BLM zone 16N (US survey feet)",9807,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+15917,"BLM zone 17N (US survey feet)",9807,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,1640416.67,9003,8807,0,9003,,,,,,
+16000,"UTM grid system (northern hemisphere)",9824,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,8830,-180,9102,8831,6,9102,,,
+16001,UTM zone 1N,9807,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16002,UTM zone 2N,9807,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16003,UTM zone 3N,9807,8801,0,9102,8802,-165,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16004,UTM zone 4N,9807,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16005,UTM zone 5N,9807,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16006,UTM zone 6N,9807,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16007,UTM zone 7N,9807,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16008,UTM zone 8N,9807,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16009,UTM zone 9N,9807,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16010,UTM zone 10N,9807,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16011,UTM zone 11N,9807,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16012,UTM zone 12N,9807,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16013,UTM zone 13N,9807,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16014,UTM zone 14N,9807,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16015,UTM zone 15N,9807,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16016,UTM zone 16N,9807,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16017,UTM zone 17N,9807,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16018,UTM zone 18N,9807,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16019,UTM zone 19N,9807,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16020,UTM zone 20N,9807,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16021,UTM zone 21N,9807,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16022,UTM zone 22N,9807,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16023,UTM zone 23N,9807,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16024,UTM zone 24N,9807,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16025,UTM zone 25N,9807,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16026,UTM zone 26N,9807,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16027,UTM zone 27N,9807,8801,0,9102,8802,-21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16028,UTM zone 28N,9807,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16029,UTM zone 29N,9807,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16030,UTM zone 30N,9807,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16031,UTM zone 31N,9807,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16032,UTM zone 32N,9807,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16033,UTM zone 33N,9807,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16034,UTM zone 34N,9807,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16035,UTM zone 35N,9807,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16036,UTM zone 36N,9807,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16037,UTM zone 37N,9807,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16038,UTM zone 38N,9807,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16039,UTM zone 39N,9807,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16040,UTM zone 40N,9807,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16041,UTM zone 41N,9807,8801,0,9102,8802,63,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16042,UTM zone 42N,9807,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16043,UTM zone 43N,9807,8801,0,9102,8802,75,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16044,UTM zone 44N,9807,8801,0,9102,8802,81,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16045,UTM zone 45N,9807,8801,0,9102,8802,87,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16046,UTM zone 46N,9807,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16047,UTM zone 47N,9807,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16048,UTM zone 48N,9807,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16049,UTM zone 49N,9807,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16050,UTM zone 50N,9807,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16051,UTM zone 51N,9807,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16052,UTM zone 52N,9807,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16053,UTM zone 53N,9807,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16054,UTM zone 54N,9807,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16055,UTM zone 55N,9807,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16056,UTM zone 56N,9807,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16057,UTM zone 57N,9807,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16058,UTM zone 58N,9807,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16059,UTM zone 59N,9807,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16060,UTM zone 60N,9807,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16061,Universal Polar Stereographic North,9810,8801,90,9102,8802,0,9102,8805,0.994,9201,8806,2000000,9001,8807,2000000,9001,,,,,,
+16065,TM35FIN,9807,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+16070,3-degree Gauss-Kruger zone 40,9807,8801,0,9102,8802,120,9102,8805,1,9201,8806,40500000,9001,8807,0,9001,,,,,,
+16071,3-degree Gauss-Kruger zone 41,9807,8801,0,9102,8802,123,9102,8805,1,9201,8806,41500000,9001,8807,0,9001,,,,,,
+16072,3-degree Gauss-Kruger zone 42,9807,8801,0,9102,8802,126,9102,8805,1,9201,8806,42500000,9001,8807,0,9001,,,,,,
+16073,3-degree Gauss-Kruger zone 43,9807,8801,0,9102,8802,129,9102,8805,1,9201,8806,43500000,9001,8807,0,9001,,,,,,
+16074,3-degree Gauss-Kruger zone 44,9807,8801,0,9102,8802,132,9102,8805,1,9201,8806,44500000,9001,8807,0,9001,,,,,,
+16075,3-degree Gauss-Kruger zone 45,9807,8801,0,9102,8802,135,9102,8805,1,9201,8806,45500000,9001,8807,0,9001,,,,,,
+16076,3-degree Gauss-Kruger zone 46,9807,8801,0,9102,8802,138,9102,8805,1,9201,8806,46500000,9001,8807,0,9001,,,,,,
+16077,3-degree Gauss-Kruger zone 47,9807,8801,0,9102,8802,141,9102,8805,1,9201,8806,47500000,9001,8807,0,9001,,,,,,
+16078,3-degree Gauss-Kruger zone 48,9807,8801,0,9102,8802,144,9102,8805,1,9201,8806,48500000,9001,8807,0,9001,,,,,,
+16079,3-degree Gauss-Kruger zone 49,9807,8801,0,9102,8802,147,9102,8805,1,9201,8806,49500000,9001,8807,0,9001,,,,,,
+16080,3-degree Gauss-Kruger zone 50,9807,8801,0,9102,8802,150,9102,8805,1,9201,8806,50500000,9001,8807,0,9001,,,,,,
+16081,3-degree Gauss-Kruger zone 51,9807,8801,0,9102,8802,153,9102,8805,1,9201,8806,51500000,9001,8807,0,9001,,,,,,
+16082,3-degree Gauss-Kruger zone 52,9807,8801,0,9102,8802,156,9102,8805,1,9201,8806,52500000,9001,8807,0,9001,,,,,,
+16083,3-degree Gauss-Kruger zone 53,9807,8801,0,9102,8802,159,9102,8805,1,9201,8806,53500000,9001,8807,0,9001,,,,,,
+16084,3-degree Gauss-Kruger zone 54,9807,8801,0,9102,8802,162,9102,8805,1,9201,8806,54500000,9001,8807,0,9001,,,,,,
+16085,3-degree Gauss-Kruger zone 55,9807,8801,0,9102,8802,165,9102,8805,1,9201,8806,55500000,9001,8807,0,9001,,,,,,
+16086,3-degree Gauss-Kruger zone 56,9807,8801,0,9102,8802,168,9102,8805,1,9201,8806,56500000,9001,8807,0,9001,,,,,,
+16087,3-degree Gauss-Kruger zone 57,9807,8801,0,9102,8802,171,9102,8805,1,9201,8806,57500000,9001,8807,0,9001,,,,,,
+16088,3-degree Gauss-Kruger zone 58,9807,8801,0,9102,8802,174,9102,8805,1,9201,8806,58500000,9001,8807,0,9001,,,,,,
+16089,3-degree Gauss-Kruger zone 59,9807,8801,0,9102,8802,177,9102,8805,1,9201,8806,59500000,9001,8807,0,9001,,,,,,
+16090,3-degree Gauss-Kruger zone 60,9807,8801,0,9102,8802,180,9102,8805,1,9201,8806,60000000,9001,8807,0,9001,,,,,,
+16091,3-degree Gauss-Kruger zone 61,9807,8801,0,9102,8802,-177,9102,8805,1,9201,8806,61500000,9001,8807,0,9001,,,,,,
+16092,3-degree Gauss-Kruger zone 62,9807,8801,0,9102,8802,-174,9102,8805,1,9201,8806,62500000,9001,8807,0,9001,,,,,,
+16093,3-degree Gauss-Kruger zone 63,9807,8801,0,9102,8802,-171,9102,8805,1,9201,8806,63500000,9001,8807,0,9001,,,,,,
+16094,3-degree Gauss-Kruger zone 64,9807,8801,0,9102,8802,-168,9102,8805,1,9201,8806,64500000,9001,8807,0,9001,,,,,,
+16099,3-degree Gauss-Kruger zone 60,9807,8801,0,9102,8802,180,9102,8805,1,9201,8806,60500000,9001,8807,0,9001,,,,,,
+16100,"UTM grid system (southern hemisphere)",9824,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,8830,-180,9102,8831,6,9102,,,
+16101,UTM zone 1S,9807,8801,0,9102,8802,-177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16102,UTM zone 2S,9807,8801,0,9102,8802,-171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16103,UTM zone 3S,9807,8801,0,9102,8802,-165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16104,UTM zone 4S,9807,8801,0,9102,8802,-159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16105,UTM zone 5S,9807,8801,0,9102,8802,-153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16106,UTM zone 6S,9807,8801,0,9102,8802,-147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16107,UTM zone 7S,9807,8801,0,9102,8802,-141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16108,UTM zone 8S,9807,8801,0,9102,8802,-135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16109,UTM zone 9S,9807,8801,0,9102,8802,-129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16110,UTM zone 10S,9807,8801,0,9102,8802,-123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16111,UTM zone 11S,9807,8801,0,9102,8802,-117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16112,UTM zone 12S,9807,8801,0,9102,8802,-111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16113,UTM zone 13S,9807,8801,0,9102,8802,-105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16114,UTM zone 14S,9807,8801,0,9102,8802,-99,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16115,UTM zone 15S,9807,8801,0,9102,8802,-93,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16116,UTM zone 16S,9807,8801,0,9102,8802,-87,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16117,UTM zone 17S,9807,8801,0,9102,8802,-81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16118,UTM zone 18S,9807,8801,0,9102,8802,-75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16119,UTM zone 19S,9807,8801,0,9102,8802,-69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16120,UTM zone 20S,9807,8801,0,9102,8802,-63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16121,UTM zone 21S,9807,8801,0,9102,8802,-57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16122,UTM zone 22S,9807,8801,0,9102,8802,-51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16123,UTM zone 23S,9807,8801,0,9102,8802,-45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16124,UTM zone 24S,9807,8801,0,9102,8802,-39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16125,UTM zone 25S,9807,8801,0,9102,8802,-33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16126,UTM zone 26S,9807,8801,0,9102,8802,-27,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16127,UTM zone 27S,9807,8801,0,9102,8802,-21,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16128,UTM zone 28S,9807,8801,0,9102,8802,-15,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16129,UTM zone 29S,9807,8801,0,9102,8802,-9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16130,UTM zone 30S,9807,8801,0,9102,8802,-3,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16131,UTM zone 31S,9807,8801,0,9102,8802,3,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16132,UTM zone 32S,9807,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16133,UTM zone 33S,9807,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16134,UTM zone 34S,9807,8801,0,9102,8802,21,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16135,UTM zone 35S,9807,8801,0,9102,8802,27,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16136,UTM zone 36S,9807,8801,0,9102,8802,33,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16137,UTM zone 37S,9807,8801,0,9102,8802,39,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16138,UTM zone 38S,9807,8801,0,9102,8802,45,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16139,UTM zone 39S,9807,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16140,UTM zone 40S,9807,8801,0,9102,8802,57,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16141,UTM zone 41S,9807,8801,0,9102,8802,63,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16142,UTM zone 42S,9807,8801,0,9102,8802,69,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16143,UTM zone 43S,9807,8801,0,9102,8802,75,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16144,UTM zone 44S,9807,8801,0,9102,8802,81,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16145,UTM zone 45S,9807,8801,0,9102,8802,87,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16146,UTM zone 46S,9807,8801,0,9102,8802,93,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16147,UTM zone 47S,9807,8801,0,9102,8802,99,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16148,UTM zone 48S,9807,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16149,UTM zone 49S,9807,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16150,UTM zone 50S,9807,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16151,UTM zone 51S,9807,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16152,UTM zone 52S,9807,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16153,UTM zone 53S,9807,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16154,UTM zone 54S,9807,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16155,UTM zone 55S,9807,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16156,UTM zone 56S,9807,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16157,UTM zone 57S,9807,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16158,UTM zone 58S,9807,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16159,UTM zone 59S,9807,8801,0,9102,8802,171,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16160,UTM zone 60S,9807,8801,0,9102,8802,177,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+16161,Universal Polar Stereographic South,9810,8801,-90,9102,8802,0,9102,8805,0.994,9201,8806,2000000,9001,8807,2000000,9001,,,,,,
+16170,3-degree Gauss-Kruger CM 120E,9807,8801,0,9102,8802,120,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16171,3-degree Gauss-Kruger CM 123E,9807,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16172,3-degree Gauss-Kruger CM 126E,9807,8801,0,9102,8802,126,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16173,3-degree Gauss-Kruger CM 129E,9807,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16174,3-degree Gauss-Kruger CM 132E,9807,8801,0,9102,8802,132,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16175,3-degree Gauss-Kruger CM 135E,9807,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16176,3-degree Gauss-Kruger CM 138E,9807,8801,0,9102,8802,138,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16177,3-degree Gauss-Kruger CM 141E,9807,8801,0,9102,8802,141,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16178,3-degree Gauss-Kruger CM 144E,9807,8801,0,9102,8802,144,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16179,3-degree Gauss-Kruger CM 147E,9807,8801,0,9102,8802,147,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16180,3-degree Gauss-Kruger CM 150E,9807,8801,0,9102,8802,150,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16181,3-degree Gauss-Kruger CM 153E,9807,8801,0,9102,8802,153,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16182,3-degree Gauss-Kruger CM 156E,9807,8801,0,9102,8802,156,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16183,3-degree Gauss-Kruger CM 159E,9807,8801,0,9102,8802,159,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16184,3-degree Gauss-Kruger CM 162E,9807,8801,0,9102,8802,162,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16185,3-degree Gauss-Kruger CM 165E,9807,8801,0,9102,8802,165,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16186,3-degree Gauss-Kruger CM 168E,9807,8801,0,9102,8802,168,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16187,3-degree Gauss-Kruger CM 171E,9807,8801,0,9102,8802,171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16188,3-degree Gauss-Kruger CM 174E,9807,8801,0,9102,8802,174,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16189,3-degree Gauss-Kruger CM 177E,9807,8801,0,9102,8802,177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16190,3-degree Gauss-Kruger CM 180,9807,8801,0,9102,8802,180,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16191,3-degree Gauss-Kruger CM 177W,9807,8801,0,9102,8802,-177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16192,3-degree Gauss-Kruger CM 174W,9807,8801,0,9102,8802,-174,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16193,3-degree Gauss-Kruger CM 171W,9807,8801,0,9102,8802,-171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16194,3-degree Gauss-Kruger CM 168W,9807,8801,0,9102,8802,-168,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16201,6-degree Gauss-Kruger zone 1,9807,8801,0,9102,8802,3,9102,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+16202,6-degree Gauss-Kruger zone 2,9807,8801,0,9102,8802,9,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+16203,6-degree Gauss-Kruger zone 3,9807,8801,0,9102,8802,15,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+16204,6-degree Gauss-Kruger zone 4,9807,8801,0,9102,8802,21,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+16205,6-degree Gauss-Kruger zone 5,9807,8801,0,9102,8802,27,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+16206,6-degree Gauss-Kruger zone 6,9807,8801,0,9102,8802,33,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+16207,6-degree Gauss-Kruger zone 7,9807,8801,0,9102,8802,39,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+16208,6-degree Gauss-Kruger zone 8,9807,8801,0,9102,8802,45,9102,8805,1,9201,8806,8500000,9001,8807,0,9001,,,,,,
+16209,6-degree Gauss-Kruger zone 9,9807,8801,0,9102,8802,51,9102,8805,1,9201,8806,9500000,9001,8807,0,9001,,,,,,
+16210,6-degree Gauss-Kruger zone 10,9807,8801,0,9102,8802,57,9102,8805,1,9201,8806,10500000,9001,8807,0,9001,,,,,,
+16211,6-degree Gauss-Kruger zone 11,9807,8801,0,9102,8802,63,9102,8805,1,9201,8806,11500000,9001,8807,0,9001,,,,,,
+16212,6-degree Gauss-Kruger zone 12,9807,8801,0,9102,8802,69,9102,8805,1,9201,8806,12500000,9001,8807,0,9001,,,,,,
+16213,6-degree Gauss-Kruger zone 13,9807,8801,0,9102,8802,75,9102,8805,1,9201,8806,13500000,9001,8807,0,9001,,,,,,
+16214,6-degree Gauss-Kruger zone 14,9807,8801,0,9102,8802,81,9102,8805,1,9201,8806,14500000,9001,8807,0,9001,,,,,,
+16215,6-degree Gauss-Kruger zone 15,9807,8801,0,9102,8802,87,9102,8805,1,9201,8806,15500000,9001,8807,0,9001,,,,,,
+16216,6-degree Gauss-Kruger zone 16,9807,8801,0,9102,8802,93,9102,8805,1,9201,8806,16500000,9001,8807,0,9001,,,,,,
+16217,6-degree Gauss-Kruger zone 17,9807,8801,0,9102,8802,99,9102,8805,1,9201,8806,17500000,9001,8807,0,9001,,,,,,
+16218,6-degree Gauss-Kruger zone 18,9807,8801,0,9102,8802,105,9102,8805,1,9201,8806,18500000,9001,8807,0,9001,,,,,,
+16219,6-degree Gauss-Kruger zone 19,9807,8801,0,9102,8802,111,9102,8805,1,9201,8806,19500000,9001,8807,0,9001,,,,,,
+16220,6-degree Gauss-Kruger zone 20,9807,8801,0,9102,8802,117,9102,8805,1,9201,8806,20500000,9001,8807,0,9001,,,,,,
+16221,6-degree Gauss-Kruger zone 21,9807,8801,0,9102,8802,123,9102,8805,1,9201,8806,21500000,9001,8807,0,9001,,,,,,
+16222,6-degree Gauss-Kruger zone 22,9807,8801,0,9102,8802,129,9102,8805,1,9201,8806,22500000,9001,8807,0,9001,,,,,,
+16223,6-degree Gauss-Kruger zone 23,9807,8801,0,9102,8802,135,9102,8805,1,9201,8806,23500000,9001,8807,0,9001,,,,,,
+16224,6-degree Gauss-Kruger zone 24,9807,8801,0,9102,8802,141,9102,8805,1,9201,8806,24500000,9001,8807,0,9001,,,,,,
+16225,6-degree Gauss-Kruger zone 25,9807,8801,0,9102,8802,147,9102,8805,1,9201,8806,25500000,9001,8807,0,9001,,,,,,
+16226,6-degree Gauss-Kruger zone 26,9807,8801,0,9102,8802,153,9102,8805,1,9201,8806,26500000,9001,8807,0,9001,,,,,,
+16227,6-degree Gauss-Kruger zone 27,9807,8801,0,9102,8802,159,9102,8805,1,9201,8806,27500000,9001,8807,0,9001,,,,,,
+16228,6-degree Gauss-Kruger zone 28,9807,8801,0,9102,8802,165,9102,8805,1,9201,8806,28500000,9001,8807,0,9001,,,,,,
+16229,6-degree Gauss-Kruger zone 29,9807,8801,0,9102,8802,171,9102,8805,1,9201,8806,29500000,9001,8807,0,9001,,,,,,
+16230,6-degree Gauss-Kruger zone 30,9807,8801,0,9102,8802,177,9102,8805,1,9201,8806,30500000,9001,8807,0,9001,,,,,,
+16231,6-degree Gauss-Kruger zone 31,9807,8801,0,9102,8802,-177,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
+16232,6-degree Gauss-Kruger zone 32,9807,8801,0,9102,8802,-171,9102,8805,1,9201,8806,32500000,9001,8807,0,9001,,,,,,
+16233,6-degree Gauss-Kruger zone 33,9807,8801,0,9102,8802,-165,9102,8805,1,9201,8806,33500000,9001,8807,0,9001,,,,,,
+16234,6-degree Gauss-Kruger zone 34,9807,8801,0,9102,8802,-159,9102,8805,1,9201,8806,34500000,9001,8807,0,9001,,,,,,
+16235,6-degree Gauss-Kruger zone 35,9807,8801,0,9102,8802,-153,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
+16236,6-degree Gauss-Kruger zone 36,9807,8801,0,9102,8802,-147,9102,8805,1,9201,8806,36500000,9001,8807,0,9001,,,,,,
+16237,6-degree Gauss-Kruger zone 37,9807,8801,0,9102,8802,-141,9102,8805,1,9201,8806,37500000,9001,8807,0,9001,,,,,,
+16238,6-degree Gauss-Kruger zone 38,9807,8801,0,9102,8802,-135,9102,8805,1,9201,8806,38500000,9001,8807,0,9001,,,,,,
+16239,6-degree Gauss-Kruger zone 39,9807,8801,0,9102,8802,-129,9102,8805,1,9201,8806,39500000,9001,8807,0,9001,,,,,,
+16240,6-degree Gauss-Kruger zone 40,9807,8801,0,9102,8802,-123,9102,8805,1,9201,8806,40500000,9001,8807,0,9001,,,,,,
+16241,6-degree Gauss-Kruger zone 41,9807,8801,0,9102,8802,-117,9102,8805,1,9201,8806,41500000,9001,8807,0,9001,,,,,,
+16242,6-degree Gauss-Kruger zone 42,9807,8801,0,9102,8802,-111,9102,8805,1,9201,8806,42500000,9001,8807,0,9001,,,,,,
+16243,6-degree Gauss-Kruger zone 43,9807,8801,0,9102,8802,-105,9102,8805,1,9201,8806,43500000,9001,8807,0,9001,,,,,,
+16244,6-degree Gauss-Kruger zone 44,9807,8801,0,9102,8802,-99,9102,8805,1,9201,8806,44500000,9001,8807,0,9001,,,,,,
+16245,6-degree Gauss-Kruger zone 45,9807,8801,0,9102,8802,-93,9102,8805,1,9201,8806,45500000,9001,8807,0,9001,,,,,,
+16246,6-degree Gauss-Kruger zone 46,9807,8801,0,9102,8802,-87,9102,8805,1,9201,8806,46500000,9001,8807,0,9001,,,,,,
+16247,6-degree Gauss-Kruger zone 47,9807,8801,0,9102,8802,-81,9102,8805,1,9201,8806,47500000,9001,8807,0,9001,,,,,,
+16248,6-degree Gauss-Kruger zone 48,9807,8801,0,9102,8802,-75,9102,8805,1,9201,8806,48500000,9001,8807,0,9001,,,,,,
+16249,6-degree Gauss-Kruger zone 49,9807,8801,0,9102,8802,-69,9102,8805,1,9201,8806,49500000,9001,8807,0,9001,,,,,,
+16250,6-degree Gauss-Kruger zone 50,9807,8801,0,9102,8802,-63,9102,8805,1,9201,8806,50500000,9001,8807,0,9001,,,,,,
+16251,6-degree Gauss-Kruger zone 51,9807,8801,0,9102,8802,-57,9102,8805,1,9201,8806,51500000,9001,8807,0,9001,,,,,,
+16252,6-degree Gauss-Kruger zone 52,9807,8801,0,9102,8802,-51,9102,8805,1,9201,8806,52500000,9001,8807,0,9001,,,,,,
+16253,6-degree Gauss-Kruger zone 53,9807,8801,0,9102,8802,-45,9102,8805,1,9201,8806,53500000,9001,8807,0,9001,,,,,,
+16254,6-degree Gauss-Kruger zone 54,9807,8801,0,9102,8802,-39,9102,8805,1,9201,8806,54500000,9001,8807,0,9001,,,,,,
+16255,6-degree Gauss-Kruger zone 55,9807,8801,0,9102,8802,-33,9102,8805,1,9201,8806,55500000,9001,8807,0,9001,,,,,,
+16256,6-degree Gauss-Kruger zone 56,9807,8801,0,9102,8802,-27,9102,8805,1,9201,8806,56500000,9001,8807,0,9001,,,,,,
+16257,6-degree Gauss-Kruger zone 57,9807,8801,0,9102,8802,-21,9102,8805,1,9201,8806,57500000,9001,8807,0,9001,,,,,,
+16258,6-degree Gauss-Kruger zone 58,9807,8801,0,9102,8802,-15,9102,8805,1,9201,8806,58500000,9001,8807,0,9001,,,,,,
+16259,6-degree Gauss-Kruger zone 59,9807,8801,0,9102,8802,-9,9102,8805,1,9201,8806,59500000,9001,8807,0,9001,,,,,,
+16260,6-degree Gauss-Kruger zone 60,9807,8801,0,9102,8802,-3,9102,8805,1,9201,8806,60500000,9001,8807,0,9001,,,,,,
+16261,3-degree Gauss-Kruger zone 1,9807,8801,0,9102,8802,3,9102,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+16262,3-degree Gauss-Kruger zone 2,9807,8801,0,9102,8802,6,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+16263,3-degree Gauss-Kruger zone 3,9807,8801,0,9102,8802,9,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+16264,3-degree Gauss-Kruger zone 4,9807,8801,0,9102,8802,12,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+16265,3-degree Gauss-Kruger zone 5,9807,8801,0,9102,8802,15,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+16266,3-degree Gauss-Kruger zone 6,9807,8801,0,9102,8802,18,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+16267,3-degree Gauss-Kruger zone 7,9807,8801,0,9102,8802,21,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+16268,3-degree Gauss-Kruger zone 8,9807,8801,0,9102,8802,24,9102,8805,1,9201,8806,8500000,9001,8807,0,9001,,,,,,
+16269,3-degree Gauss-Kruger zone 9,9807,8801,0,9102,8802,27,9102,8805,1,9201,8806,9500000,9001,8807,0,9001,,,,,,
+16270,3-degree Gauss-Kruger zone 10,9807,8801,0,9102,8802,30,9102,8805,1,9201,8806,10500000,9001,8807,0,9001,,,,,,
+16271,3-degree Gauss-Kruger zone 11,9807,8801,0,9102,8802,33,9102,8805,1,9201,8806,11500000,9001,8807,0,9001,,,,,,
+16272,3-degree Gauss-Kruger zone 12,9807,8801,0,9102,8802,36,9102,8805,1,9201,8806,12500000,9001,8807,0,9001,,,,,,
+16273,3-degree Gauss-Kruger zone 13,9807,8801,0,9102,8802,39,9102,8805,1,9201,8806,13500000,9001,8807,0,9001,,,,,,
+16274,3-degree Gauss-Kruger zone 14,9807,8801,0,9102,8802,42,9102,8805,1,9201,8806,14500000,9001,8807,0,9001,,,,,,
+16275,3-degree Gauss-Kruger zone 15,9807,8801,0,9102,8802,45,9102,8805,1,9201,8806,15500000,9001,8807,0,9001,,,,,,
+16276,3-degree Gauss-Kruger zone 16,9807,8801,0,9102,8802,48,9102,8805,1,9201,8806,16500000,9001,8807,0,9001,,,,,,
+16277,3-degree Gauss-Kruger zone 17,9807,8801,0,9102,8802,51,9102,8805,1,9201,8806,17500000,9001,8807,0,9001,,,,,,
+16278,3-degree Gauss-Kruger zone 18,9807,8801,0,9102,8802,54,9102,8805,1,9201,8806,18500000,9001,8807,0,9001,,,,,,
+16279,3-degree Gauss-Kruger zone 19,9807,8801,0,9102,8802,57,9102,8805,1,9201,8806,19500000,9001,8807,0,9001,,,,,,
+16280,3-degree Gauss-Kruger zone 20,9807,8801,0,9102,8802,60,9102,8805,1,9201,8806,20500000,9001,8807,0,9001,,,,,,
+16281,3-degree Gauss-Kruger zone 21,9807,8801,0,9102,8802,63,9102,8805,1,9201,8806,21500000,9001,8807,0,9001,,,,,,
+16282,3-degree Gauss-Kruger zone 22,9807,8801,0,9102,8802,66,9102,8805,1,9201,8806,22500000,9001,8807,0,9001,,,,,,
+16283,3-degree Gauss-Kruger zone 23,9807,8801,0,9102,8802,69,9102,8805,1,9201,8806,23500000,9001,8807,0,9001,,,,,,
+16284,3-degree Gauss-Kruger zone 24,9807,8801,0,9102,8802,72,9102,8805,1,9201,8806,24500000,9001,8807,0,9001,,,,,,
+16285,3-degree Gauss-Kruger zone 25,9807,8801,0,9102,8802,75,9102,8805,1,9201,8806,25500000,9001,8807,0,9001,,,,,,
+16286,3-degree Gauss-Kruger zone 26,9807,8801,0,9102,8802,78,9102,8805,1,9201,8806,26500000,9001,8807,0,9001,,,,,,
+16287,3-degree Gauss-Kruger zone 27,9807,8801,0,9102,8802,81,9102,8805,1,9201,8806,27500000,9001,8807,0,9001,,,,,,
+16288,3-degree Gauss-Kruger zone 28,9807,8801,0,9102,8802,84,9102,8805,1,9201,8806,28500000,9001,8807,0,9001,,,,,,
+16289,3-degree Gauss-Kruger zone 29,9807,8801,0,9102,8802,87,9102,8805,1,9201,8806,29500000,9001,8807,0,9001,,,,,,
+16290,3-degree Gauss-Kruger zone 30,9807,8801,0,9102,8802,90,9102,8805,1,9201,8806,30500000,9001,8807,0,9001,,,,,,
+16291,3-degree Gauss-Kruger zone 31,9807,8801,0,9102,8802,93,9102,8805,1,9201,8806,31500000,9001,8807,0,9001,,,,,,
+16292,3-degree Gauss-Kruger zone 32,9807,8801,0,9102,8802,96,9102,8805,1,9201,8806,32500000,9001,8807,0,9001,,,,,,
+16293,3-degree Gauss-Kruger zone 33,9807,8801,0,9102,8802,99,9102,8805,1,9201,8806,33500000,9001,8807,0,9001,,,,,,
+16294,3-degree Gauss-Kruger zone 34,9807,8801,0,9102,8802,102,9102,8805,1,9201,8806,34500000,9001,8807,0,9001,,,,,,
+16295,3-degree Gauss-Kruger zone 35,9807,8801,0,9102,8802,105,9102,8805,1,9201,8806,35500000,9001,8807,0,9001,,,,,,
+16296,3-degree Gauss-Kruger zone 36,9807,8801,0,9102,8802,108,9102,8805,1,9201,8806,36500000,9001,8807,0,9001,,,,,,
+16297,3-degree Gauss-Kruger zone 37,9807,8801,0,9102,8802,111,9102,8805,1,9201,8806,37500000,9001,8807,0,9001,,,,,,
+16298,3-degree Gauss-Kruger zone 38,9807,8801,0,9102,8802,114,9102,8805,1,9201,8806,38500000,9001,8807,0,9001,,,,,,
+16299,3-degree Gauss-Kruger zone 39,9807,8801,0,9102,8802,117,9102,8805,1,9201,8806,39500000,9001,8807,0,9001,,,,,,
+16301,Gauss-Kruger CM 3E,9807,8801,0,9102,8802,3,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16302,Gauss-Kruger CM 9E,9807,8801,0,9102,8802,9,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16303,Gauss-Kruger CM 15E,9807,8801,0,9102,8802,15,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16304,Gauss-Kruger CM 21E,9807,8801,0,9102,8802,21,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16305,Gauss-Kruger CM 27E,9807,8801,0,9102,8802,27,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16306,Gauss-Kruger CM 33E,9807,8801,0,9102,8802,33,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16307,Gauss-Kruger CM 39E,9807,8801,0,9102,8802,39,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16308,Gauss-Kruger CM 45E,9807,8801,0,9102,8802,45,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16309,Gauss-Kruger CM 51E,9807,8801,0,9102,8802,51,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16310,Gauss-Kruger CM 57E,9807,8801,0,9102,8802,57,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16311,Gauss-Kruger CM 63E,9807,8801,0,9102,8802,63,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16312,Gauss-Kruger CM 69E,9807,8801,0,9102,8802,69,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16313,Gauss-Kruger CM 75E,9807,8801,0,9102,8802,75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16314,Gauss-Kruger CM 81E,9807,8801,0,9102,8802,81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16315,Gauss-Kruger CM 87E,9807,8801,0,9102,8802,87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16316,Gauss-Kruger CM 93E,9807,8801,0,9102,8802,93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16317,Gauss-Kruger CM 99E,9807,8801,0,9102,8802,99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16318,Gauss-Kruger CM 105E,9807,8801,0,9102,8802,105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16319,Gauss-Kruger CM 111E,9807,8801,0,9102,8802,111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16320,Gauss-Kruger CM 117E,9807,8801,0,9102,8802,117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16321,Gauss-Kruger CM 123E,9807,8801,0,9102,8802,123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16322,Gauss-Kruger CM 129E,9807,8801,0,9102,8802,129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16323,Gauss-Kruger CM 135E,9807,8801,0,9102,8802,135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16324,Gauss-Kruger CM 141E,9807,8801,0,9102,8802,141,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16325,Gauss-Kruger CM 147E,9807,8801,0,9102,8802,147,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16326,Gauss-Kruger CM 153E,9807,8801,0,9102,8802,153,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16327,Gauss-Kruger CM 159E,9807,8801,0,9102,8802,159,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16328,Gauss-Kruger CM 165E,9807,8801,0,9102,8802,165,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16329,Gauss-Kruger CM 171E,9807,8801,0,9102,8802,171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16330,Gauss-Kruger CM 177E,9807,8801,0,9102,8802,177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16331,Gauss-Kruger CM 177W,9807,8801,0,9102,8802,-177,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16332,Gauss-Kruger CM 171W,9807,8801,0,9102,8802,-171,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16333,Gauss-Kruger CM 165W,9807,8801,0,9102,8802,-165,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16334,Gauss-Kruger CM 159W,9807,8801,0,9102,8802,-159,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16335,Gauss-Kruger CM 153W,9807,8801,0,9102,8802,-153,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16336,Gauss-Kruger CM 147W,9807,8801,0,9102,8802,-147,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16337,Gauss-Kruger CM 141W,9807,8801,0,9102,8802,-141,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16338,Gauss-Kruger CM 135W,9807,8801,0,9102,8802,-135,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16339,Gauss-Kruger CM 129W,9807,8801,0,9102,8802,-129,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16340,Gauss-Kruger CM 123W,9807,8801,0,9102,8802,-123,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16341,Gauss-Kruger CM 117W,9807,8801,0,9102,8802,-117,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16342,Gauss-Kruger CM 111W,9807,8801,0,9102,8802,-111,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16343,Gauss-Kruger CM 105W,9807,8801,0,9102,8802,-105,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16344,Gauss-Kruger CM 99W,9807,8801,0,9102,8802,-99,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16345,Gauss-Kruger CM 93W,9807,8801,0,9102,8802,-93,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16346,Gauss-Kruger CM 87W,9807,8801,0,9102,8802,-87,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16347,Gauss-Kruger CM 81W,9807,8801,0,9102,8802,-81,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16348,Gauss-Kruger CM 75W,9807,8801,0,9102,8802,-75,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16349,Gauss-Kruger CM 69W,9807,8801,0,9102,8802,-69,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16350,Gauss-Kruger CM 63W,9807,8801,0,9102,8802,-63,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16351,Gauss-Kruger CM 57W,9807,8801,0,9102,8802,-57,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16352,Gauss-Kruger CM 51W,9807,8801,0,9102,8802,-51,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16353,Gauss-Kruger CM 45W,9807,8801,0,9102,8802,-45,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16354,Gauss-Kruger CM 39W,9807,8801,0,9102,8802,-39,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16355,Gauss-Kruger CM 33W,9807,8801,0,9102,8802,-33,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16356,Gauss-Kruger CM 27W,9807,8801,0,9102,8802,-27,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16357,Gauss-Kruger CM 21W,9807,8801,0,9102,8802,-21,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16358,Gauss-Kruger CM 15W,9807,8801,0,9102,8802,-15,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+16359,Gauss-Kruger CM 9W,9807,8801,0,9102,8802,-9,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
16360,Gauss-Kruger CM 3W,9807,8801,0,9102,8802,-3,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-16361,3-degree Gauss-Kruger CM 3E,9807,8805,1,9201,8802,3,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16362,3-degree Gauss-Kruger CM 6E,9807,8801,0,9102,8807,0,9001,8802,6,9102,8806,500000,9001,8805,1,9201,,,,,,
-16363,3-degree Gauss-Kruger CM 9E,9807,8802,9,9102,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,,,,,,
-16364,3-degree Gauss-Kruger CM 12E,9807,8806,500000,9001,8805,1,9201,8802,12,9102,8801,0,9102,8807,0,9001,,,,,,
-16365,3-degree Gauss-Kruger CM 15E,9807,8802,15,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16366,3-degree Gauss-Kruger CM 18E,9807,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,8802,18,9102,,,,,,
-16367,3-degree Gauss-Kruger CM 21E,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,21,9102,,,,,,
-16368,3-degree Gauss-Kruger CM 24E,9807,8805,1,9201,8802,24,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16369,3-degree Gauss-Kruger CM 27E,9807,8806,500000,9001,8805,1,9201,8802,27,9102,8801,0,9102,8807,0,9001,,,,,,
-16370,3-degree Gauss-Kruger CM 30E,9807,8801,0,9102,8807,0,9001,8802,30,9102,8806,500000,9001,8805,1,9201,,,,,,
-16371,3-degree Gauss-Kruger CM 33E,9807,8801,0,9102,8806,500000,9001,8805,1,9201,8802,33,9102,8807,0,9001,,,,,,
-16372,3-degree Gauss-Kruger CM 36E,9807,8805,1,9201,8807,0,9001,8806,500000,9001,8802,36,9102,8801,0,9102,,,,,,
-16373,3-degree Gauss-Kruger CM 39E,9807,8801,0,9102,8802,39,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16374,3-degree Gauss-Kruger CM 42E,9807,8802,42,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-16375,3-degree Gauss-Kruger CM 45E,9807,8807,0,9001,8806,500000,9001,8805,1,9201,8802,45,9102,8801,0,9102,,,,,,
-16376,3-degree Gauss-Kruger CM 48E,9807,8801,0,9102,8805,1,9201,8802,48,9102,8806,500000,9001,8807,0,9001,,,,,,
-16377,3-degree Gauss-Kruger CM 51E,9807,8805,1,9201,8802,51,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16378,3-degree Gauss-Kruger CM 54E,9807,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,54,9102,,,,,,
-16379,3-degree Gauss-Kruger CM 57E,9807,8806,500000,9001,8807,0,9001,8805,1,9201,8801,0,9102,8802,57,9102,,,,,,
-16380,3-degree Gauss-Kruger CM 60E,9807,8806,500000,9001,8805,1,9201,8802,60,9102,8801,0,9102,8807,0,9001,,,,,,
-16381,3-degree Gauss-Kruger CM 63E,9807,8802,63,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16382,3-degree Gauss-Kruger CM 66E,9807,8802,66,9102,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,,,,,,
-16383,3-degree Gauss-Kruger CM 69E,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8805,1,9201,8802,69,9102,,,,,,
-16384,3-degree Gauss-Kruger CM 72E,9807,8805,1,9201,8802,72,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16385,3-degree Gauss-Kruger CM 75E,9807,8807,0,9001,8805,1,9201,8802,75,9102,8801,0,9102,8806,500000,9001,,,,,,
-16386,3-degree Gauss-Kruger CM 78E,9807,8801,0,9102,8807,0,9001,8802,78,9102,8806,500000,9001,8805,1,9201,,,,,,
-16387,3-degree Gauss-Kruger CM 81E,9807,8801,0,9102,8806,500000,9001,8805,1,9201,8802,81,9102,8807,0,9001,,,,,,
-16388,3-degree Gauss-Kruger CM 84E,9807,8806,500000,9001,8805,1,9201,8802,84,9102,8801,0,9102,8807,0,9001,,,,,,
-16389,3-degree Gauss-Kruger CM 87E,9807,8802,87,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16390,3-degree Gauss-Kruger CM 90E,9807,8802,90,9102,8801,0,9102,8806,500000,9001,8805,1,9201,8807,0,9001,,,,,,
-16391,3-degree Gauss-Kruger CM 93E,9807,8801,0,9102,8807,0,9001,8806,500000,9001,8805,1,9201,8802,93,9102,,,,,,
-16392,3-degree Gauss-Kruger CM 96E,9807,8801,0,9102,8802,96,9102,8806,500000,9001,8807,0,9001,8805,1,9201,,,,,,
-16393,3-degree Gauss-Kruger CM 99E,9807,8802,99,9102,8805,1,9201,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16394,3-degree Gauss-Kruger CM 102E,9807,8801,0,9102,8807,0,9001,8802,102,9102,8806,500000,9001,8805,1,9201,,,,,,
-16395,3-degree Gauss-Kruger CM 105E,9807,8801,0,9102,8802,105,9102,8806,500000,9001,8805,1,9201,8807,0,9001,,,,,,
-16396,3-degree Gauss-Kruger CM 108E,9807,8806,500000,9001,8805,1,9201,8802,108,9102,8801,0,9102,8807,0,9001,,,,,,
-16397,3-degree Gauss-Kruger CM 111E,9807,8802,111,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-16398,3-degree Gauss-Kruger CM 114E,9807,8801,0,9102,8805,1,9201,8806,500000,9001,8802,114,9102,8807,0,9001,,,,,,
-16399,3-degree Gauss-Kruger CM 117E,9807,8807,0,9001,8806,500000,9001,8805,1,9201,8802,117,9102,8801,0,9102,,,,,,
-16400,TM 0 N,9807,8805,0.9996,9201,8802,0,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-16405,TM 5 NE,9807,8805,0.9996,9201,8802,5,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16406,TM 6 NE,9807,8801,0,9102,8807,0,9001,8802,6,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-16411,TM 11 NE,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,11,9102,8807,0,9001,,,,,,
-16412,TM 12 NE,9807,8807,0,9001,8805,0.9996,9201,8802,12,9102,8801,0,9102,8806,500000,9001,,,,,,
-16413,TM 13 NE,9807,8807,0,9001,8802,13,9102,8806,500000,9001,8805,0.9996,9201,8801,0,9102,,,,,,
-16430,TM 30 NE,9807,8801,0,9102,8802,30,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-16490,Bangladesh Transverse Mercator,9807,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,90,9102,8801,0,9102,,,,,,
-16506,TM 106 NE,9807,8801,0,9102,8805,0.9996,9201,8802,106,9102,8806,500000,9001,8807,0,9001,,,,,,
-16586,GK 106 NE,9807,8805,1,9201,8802,106,9102,8801,0,9102,8807,0,9001,8806,500000,9001,,,,,,
-16611,TM 11.30 SE,9807,8801,0,9110,8807,10000000,9001,8802,11.3,9110,8806,500000,9001,8805,0.9996,9201,,,,,,
-16612,TM 12 SE,9807,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,8801,0,9102,8802,12,9102,,,,,,
-16636,TM 36 SE,9807,8806,500000,9001,8802,36,9102,8801,0,9102,8807,10000000,9001,8805,0.9996,9201,,,,,,
-16709,TM 109 SE,9807,8802,109,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,8806,500000,9001,,,,,,
-16716,TM 116 SE,9807,8805,0.9996,9201,8802,116,9102,8807,10000000,9001,8806,500000,9001,8801,0,9102,,,,,,
-16732,TM 132 SE,9807,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,8802,132,9102,,,,,,
-17001,TM 1 NW,9807,8805,0.9996,9201,8802,-1,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-17005,TM 5 NW,9807,8806,500000,9001,8802,-5,9102,8805,0.9996,9201,8801,0,9102,8807,0,9001,,,,,,
-17054,TM 54 NW,9807,8801,0,9102,8807,0,9001,8806,500000,9001,8805,0.9996,9201,8802,-54,9102,,,,,,
-17204,SCAR IMW SP19-20,9802,8821,-90,9102,8824,-63.2,9110,8823,-60.4,9110,8822,-66,9102,8826,0,9001,8827,0,9001,,,
-17205,SCAR IMW SP21-22,9802,8824,-63.2,9110,8822,-54,9102,8821,-90,9102,8827,0,9001,8826,0,9001,8823,-60.4,9110,,,
-17206,SCAR IMW SP23-24,9802,8826,0,9001,8824,-63.2,9110,8821,-90,9102,8823,-60.4,9110,8822,-42,9102,8827,0,9001,,,
-17207,SCAR IMW SQ01-02,9802,8821,-90,9102,8827,0,9001,8826,0,9001,8824,-67.2,9110,8822,-174,9102,8823,-64.4,9110,,,
-17208,SCAR IMW SQ19-20,9802,8823,-64.4,9110,8821,-90,9102,8826,0,9001,8822,-66,9102,8827,0,9001,8824,-67.2,9110,,,
-17209,SCAR IMW SQ21-22,9802,8823,-64.4,9110,8827,0,9001,8826,0,9001,8824,-67.2,9110,8822,-54,9102,8821,-90,9102,,,
-17210,SCAR IMW SQ37-38,9802,8826,0,9001,8824,-67.2,9110,8822,42,9102,8823,-64.4,9110,8821,-90,9102,8827,0,9001,,,
-17211,SCAR IMW SQ39-40,9802,8827,0,9001,8826,0,9001,8824,-67.2,9110,8822,54,9102,8821,-90,9102,8823,-64.4,9110,,,
-17212,SCAR IMW SQ41-42,9802,8824,-67.2,9110,8821,-90,9102,8823,-64.4,9110,8822,66,9102,8826,0,9001,8827,0,9001,,,
-17213,SCAR IMW SQ43-44,9802,8827,0,9001,8823,-64.4,9110,8821,-90,9102,8822,78,9102,8824,-67.2,9110,8826,0,9001,,,
-17214,SCAR IMW SQ45-46,9802,8821,-90,9102,8823,-64.4,9110,8827,0,9001,8822,90,9102,8824,-67.2,9110,8826,0,9001,,,
-17215,SCAR IMW SQ47-48,9802,8822,102,9102,8827,0,9001,8824,-67.2,9110,8823,-64.4,9110,8826,0,9001,8821,-90,9102,,,
-17216,SCAR IMW SQ49-50,9802,8821,-90,9102,8826,0,9001,8823,-64.4,9110,8827,0,9001,8824,-67.2,9110,8822,114,9102,,,
-17217,SCAR IMW SQ51-52,9802,8826,0,9001,8824,-67.2,9110,8821,-90,9102,8827,0,9001,8822,126,9102,8823,-64.4,9110,,,
-17218,SCAR IMW SQ53-54,9802,8824,-67.2,9110,8822,138,9102,8823,-64.4,9110,8826,0,9001,8821,-90,9102,8827,0,9001,,,
-17219,SCAR IMW SQ55-56,9802,8826,0,9001,8823,-64.4,9110,8827,0,9001,8822,150,9102,8821,-90,9102,8824,-67.2,9110,,,
-17220,SCAR IMW SQ57-58,9802,8827,0,9001,8821,-90,9102,8824,-67.2,9110,8823,-64.4,9110,8826,0,9001,8822,162,9102,,,
-17221,SCAR IMW SR13-14,9802,8826,0,9001,8824,-71.2,9110,8822,-102,9102,8827,0,9001,8821,-90,9102,8823,-68.4,9110,,,
-17222,SCAR IMW SR15-16,9802,8821,-90,9102,8824,-71.2,9110,8822,-90,9102,8823,-68.4,9110,8826,0,9001,8827,0,9001,,,
-17223,SCAR IMW SR17-18,9802,8823,-68.4,9110,8821,-90,9102,8822,-78,9102,8827,0,9001,8824,-71.2,9110,8826,0,9001,,,
-17224,SCAR IMW SR19-20,9802,8826,0,9001,8823,-68.4,9110,8822,-66,9102,8827,0,9001,8824,-71.2,9110,8821,-90,9102,,,
-17225,SCAR IMW SR27-28,9802,8827,0,9001,8826,0,9001,8824,-71.2,9110,8822,-18,9102,8821,-90,9102,8823,-68.4,9110,,,
-17226,SCAR IMW SR29-30,9802,8822,-6,9102,8827,0,9001,8823,-68.4,9110,8824,-71.2,9110,8821,-90,9102,8826,0,9001,,,
-17227,SCAR IMW SR31-32,9802,8827,0,9001,8823,-68.4,9110,8822,6,9102,8821,-90,9102,8826,0,9001,8824,-71.2,9110,,,
-17228,SCAR IMW SR33-34,9802,8821,-90,9102,8822,18,9102,8823,-68.4,9110,8827,0,9001,8824,-71.2,9110,8826,0,9001,,,
-17229,SCAR IMW SR35-36,9802,8827,0,9001,8824,-71.2,9110,8822,30,9102,8826,0,9001,8821,-90,9102,8823,-68.4,9110,,,
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-17256,SCAR IMW SS49-51,9802,8822,117,9102,8821,-90,9102,8823,-72.4,9110,8826,0,9001,8824,-75.2,9110,8827,0,9001,,,
-17257,SCAR IMW SS52-54,9802,8822,135,9102,8821,-90,9102,8823,-72.4,9110,8827,0,9001,8826,0,9001,8824,-75.2,9110,,,
-17258,SCAR IMW SS55-57,9802,8822,153,9102,8826,0,9001,8827,0,9001,8821,-90,9102,8824,-75.2,9110,8823,-72.4,9110,,,
-17259,SCAR IMW SS58-60,9802,8824,-75.2,9110,8822,171,9102,8821,-90,9102,8823,-72.4,9110,8827,0,9001,8826,0,9001,,,
-17260,SCAR IMW ST01-04,9802,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,8822,-168,9102,8826,0,9001,8827,0,9001,,,
-17261,SCAR IMW ST05-08,9802,8821,-90,9102,8823,-76.4,9110,8826,0,9001,8824,-79.2,9110,8822,-144,9102,8827,0,9001,,,
-17262,SCAR IMW ST09-12,9802,8822,-120,9102,8826,0,9001,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,8827,0,9001,,,
-17263,SCAR IMW ST13-16,9802,8824,-79.2,9110,8822,-96,9102,8821,-90,9102,8823,-76.4,9110,8827,0,9001,8826,0,9001,,,
-17264,SCAR IMW ST17-20,9802,8821,-90,9102,8822,-72,9102,8824,-79.2,9110,8823,-76.4,9110,8826,0,9001,8827,0,9001,,,
-17265,SCAR IMW ST21-24,9802,8821,-90,9102,8823,-76.4,9110,8822,-48,9102,8827,0,9001,8826,0,9001,8824,-79.2,9110,,,
-17266,SCAR IMW ST25-28,9802,8827,0,9001,8822,-24,9102,8826,0,9001,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,,,
-17267,SCAR IMW ST29-32,9802,8821,-90,9102,8822,0,9102,8823,-76.4,9110,8827,0,9001,8826,0,9001,8824,-79.2,9110,,,
-17268,SCAR IMW ST33-36,9802,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,8822,24,9102,8826,0,9001,8827,0,9001,,,
-17269,SCAR IMW ST37-40,9802,8821,-90,9102,8823,-76.4,9110,8824,-79.2,9110,8822,48,9102,8827,0,9001,8826,0,9001,,,
-17270,SCAR IMW ST41-44,9802,8822,72,9102,8826,0,9001,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,8827,0,9001,,,
-17271,SCAR IMW ST45-48,9802,8824,-79.2,9110,8822,96,9102,8821,-90,9102,8823,-76.4,9110,8827,0,9001,8826,0,9001,,,
-17272,SCAR IMW ST49-52,9802,8823,-76.4,9110,8822,120,9102,8824,-79.2,9110,8826,0,9001,8827,0,9001,8821,-90,9102,,,
-17273,SCAR IMW ST53-56,9802,8823,-76.4,9110,8822,144,9102,8821,-90,9102,8827,0,9001,8826,0,9001,8824,-79.2,9110,,,
-17274,SCAR IMW ST57-60,9802,8822,168,9102,8826,0,9001,8827,0,9001,8821,-90,9102,8824,-79.2,9110,8823,-76.4,9110,,,
-17275,SCAR IMW SU01-05,9829,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,-165,9102,,,,,,,,,
-17276,SCAR IMW SU06-10,9829,8806,0,9001,8832,-80.1419,9110,8807,0,9001,8833,-135,9102,,,,,,,,,
-17277,SCAR IMW SU11-15,9829,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,-105,9102,,,,,,,,,
-17278,SCAR IMW SU16-20,9829,8833,-75,9102,8806,0,9001,8832,-80.1419,9110,8807,0,9001,,,,,,,,,
-17279,SCAR IMW SU21-25,9829,8806,0,9001,8833,-45,9102,8832,-80.1419,9110,8807,0,9001,,,,,,,,,
+17241,SCAR IMW SR59-60,9802,8821,-90,9102,8822,174,9102,8823,-68.4,9110,8824,-71.2,9110,8826,0,9001,8827,0,9001,,,
+17242,SCAR IMW SS04-06,9802,8821,-90,9102,8822,-153,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17243,SCAR IMW SS07-09,9802,8821,-90,9102,8822,-135,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17244,SCAR IMW SS10-12,9802,8821,-90,9102,8822,-117,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17245,SCAR IMW SS13-15,9802,8821,-90,9102,8822,-99,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17246,SCAR IMW SS16-18,9802,8821,-90,9102,8822,-81,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17247,SCAR IMW SS19-21,9802,8821,-90,9102,8822,-63,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17248,SCAR IMW SS25-27,9802,8821,-90,9102,8822,-27,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17249,SCAR IMW SS28-30,9802,8821,-90,9102,8822,-9,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17250,SCAR IMW SS31-33,9802,8821,-90,9102,8822,9,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17251,SCAR IMW SS34-36,9802,8821,-90,9102,8822,27,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17252,SCAR IMW SS37-39,9802,8821,-90,9102,8822,45,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17253,SCAR IMW SS40-42,9802,8821,-90,9102,8822,63,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17254,SCAR IMW SS43-45,9802,8821,-90,9102,8822,81,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17255,SCAR IMW SS46-48,9802,8821,-90,9102,8822,99,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17256,SCAR IMW SS49-51,9802,8821,-90,9102,8822,117,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17257,SCAR IMW SS52-54,9802,8821,-90,9102,8822,135,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17258,SCAR IMW SS55-57,9802,8821,-90,9102,8822,153,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17259,SCAR IMW SS58-60,9802,8821,-90,9102,8822,171,9102,8823,-72.4,9110,8824,-75.2,9110,8826,0,9001,8827,0,9001,,,
+17260,SCAR IMW ST01-04,9802,8821,-90,9102,8822,-168,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17261,SCAR IMW ST05-08,9802,8821,-90,9102,8822,-144,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17262,SCAR IMW ST09-12,9802,8821,-90,9102,8822,-120,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17263,SCAR IMW ST13-16,9802,8821,-90,9102,8822,-96,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17264,SCAR IMW ST17-20,9802,8821,-90,9102,8822,-72,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17265,SCAR IMW ST21-24,9802,8821,-90,9102,8822,-48,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17266,SCAR IMW ST25-28,9802,8821,-90,9102,8822,-24,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17267,SCAR IMW ST29-32,9802,8821,-90,9102,8822,0,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17268,SCAR IMW ST33-36,9802,8821,-90,9102,8822,24,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17269,SCAR IMW ST37-40,9802,8821,-90,9102,8822,48,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17270,SCAR IMW ST41-44,9802,8821,-90,9102,8822,72,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17271,SCAR IMW ST45-48,9802,8821,-90,9102,8822,96,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17272,SCAR IMW ST49-52,9802,8821,-90,9102,8822,120,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17273,SCAR IMW ST53-56,9802,8821,-90,9102,8822,144,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17274,SCAR IMW ST57-60,9802,8821,-90,9102,8822,168,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17275,SCAR IMW SU01-05,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-165,9102,,,,,,,,,
+17276,SCAR IMW SU06-10,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-135,9102,,,,,,,,,
+17277,SCAR IMW SU11-15,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-105,9102,,,,,,,,,
+17278,SCAR IMW SU16-20,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-75,9102,,,,,,,,,
+17279,SCAR IMW SU21-25,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-45,9102,,,,,,,,,
17280,SCAR IMW SU26-30,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-15,9102,,,,,,,,,
-17281,SCAR IMW SU31-35,9829,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,15,9102,,,,,,,,,
-17282,SCAR IMW SU36-40,9829,8806,0,9001,8832,-80.1419,9110,8833,45,9102,8807,0,9001,,,,,,,,,
-17283,SCAR IMW SU41-45,9829,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,75,9102,,,,,,,,,
-17284,SCAR IMW SU46-50,9829,8806,0,9001,8832,-80.1419,9110,8807,0,9001,8833,105,9102,,,,,,,,,
-17285,SCAR IMW SU51-55,9829,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,135,9102,,,,,,,,,
-17286,SCAR IMW SU56-60,9829,8806,0,9001,8832,-80.1419,9110,8833,165,9102,8807,0,9001,,,,,,,,,
+17281,SCAR IMW SU31-35,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,15,9102,,,,,,,,,
+17282,SCAR IMW SU36-40,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,45,9102,,,,,,,,,
+17283,SCAR IMW SU41-45,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,75,9102,,,,,,,,,
+17284,SCAR IMW SU46-50,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,105,9102,,,,,,,,,
+17285,SCAR IMW SU51-55,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,135,9102,,,,,,,,,
+17286,SCAR IMW SU56-60,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,165,9102,,,,,,,,,
17287,SCAR IMW SV01-10,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-150,9102,,,,,,,,,
-17288,SCAR IMW SV11-20,9829,8832,-80.1419,9110,8807,0,9001,8806,0,9001,8833,-90,9102,,,,,,,,,
-17289,SCAR IMW SV21-30,9829,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,-30,9102,,,,,,,,,
-17290,SCAR IMW SV31-40,9829,8806,0,9001,8807,0,9001,8833,30,9102,8832,-80.1419,9110,,,,,,,,,
-17291,SCAR IMW SV41-50,9829,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,90,9102,,,,,,,,,
-17292,SCAR IMW SV51-60,9829,8806,0,9001,8832,-80.1419,9110,8807,0,9001,8833,150,9102,,,,,,,,,
-17293,SCAR IMW SW01-60,9829,8807,0,9001,8806,0,9001,8832,-80.1419,9110,8833,0,9102,,,,,,,,,
-17294,USGS Transantarctic Mountains,9802,8821,-78,9102,8824,-79.2,9110,8823,-76.4,9110,8826,0,9001,8827,0,9001,8822,162,9102,,,
-17295,"North Pole Lambert Azimuthal Equal Area (Bering Sea)",9820,8801,90,9102,8807,0,9001,8806,0,9001,8802,180,9102,,,,,,,,,
-17296,"North Pole Lambert Azimuthal Equal Area (Alaska)",9820,8801,90,9102,8807,0,9001,8806,0,9001,8802,-150,9102,,,,,,,,,
-17297,"North Pole Lambert Azimuthal Equal Area (Canada)",9820,8802,-100,9102,8801,90,9102,8807,0,9001,8806,0,9001,,,,,,,,,
-17298,"North Pole Lambert Azimuthal Equal Area (Atlantic)",9820,8801,90,9102,8802,-40,9102,8807,0,9001,8806,0,9001,,,,,,,,,
-17299,"North Pole Lambert Azimuthal Equal Area (Europe)",9820,8802,10,9102,8801,90,9102,8807,0,9001,8806,0,9001,,,,,,,,,
-17300,"North Pole Lambert Azimuthal Equal Area (Russia)",9820,8801,90,9102,8807,0,9001,8806,0,9001,8802,90,9102,,,,,,,,,
-17321,SWEREF99 12 00,9807,8802,12,9102,8807,0,9001,8801,0,9102,8806,150000,9001,8805,1,9201,,,,,,
+17288,SCAR IMW SV11-20,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-90,9102,,,,,,,,,
+17289,SCAR IMW SV21-30,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,-30,9102,,,,,,,,,
+17290,SCAR IMW SV31-40,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,30,9102,,,,,,,,,
+17291,SCAR IMW SV41-50,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,90,9102,,,,,,,,,
+17292,SCAR IMW SV51-60,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,150,9102,,,,,,,,,
+17293,SCAR IMW SW01-60,9829,8806,0,9001,8807,0,9001,8832,-80.1419,9110,8833,0,9102,,,,,,,,,
+17294,USGS Transantarctic Mountains,9802,8821,-78,9102,8822,162,9102,8823,-76.4,9110,8824,-79.2,9110,8826,0,9001,8827,0,9001,,,
+17295,"North Pole Lambert Azimuthal Equal Area (Bering Sea)",9820,8801,90,9102,8802,180,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+17296,"North Pole Lambert Azimuthal Equal Area (Alaska)",9820,8801,90,9102,8802,-150,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+17297,"North Pole Lambert Azimuthal Equal Area (Canada)",9820,8801,90,9102,8802,-100,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+17298,"North Pole Lambert Azimuthal Equal Area (Atlantic)",9820,8801,90,9102,8802,-40,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+17299,"North Pole Lambert Azimuthal Equal Area (Europe)",9820,8801,90,9102,8802,10,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+17300,"North Pole Lambert Azimuthal Equal Area (Russia)",9820,8801,90,9102,8802,90,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+17321,SWEREF99 12 00,9807,8801,0,9102,8802,12,9102,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
17322,SWEREF99 13 30,9807,8801,0,9110,8802,13.3,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
-17323,SWEREF99 15 00,9807,8805,1,9201,8802,15,9102,8801,0,9102,8807,0,9001,8806,150000,9001,,,,,,
-17324,SWEREF99 16 30,9807,8805,1,9201,8801,0,9110,8802,16.3,9110,8807,0,9001,8806,150000,9001,,,,,,
-17325,SWEREF99 18 00,9807,8802,18,9102,8801,0,9102,8806,150000,9001,8805,1,9201,8807,0,9001,,,,,,
-17326,SWEREF99 14 15,9807,8801,0,9110,8806,150000,9001,8805,1,9201,8802,14.15,9110,8807,0,9001,,,,,,
-17327,SWEREF99 15 45,9807,8806,150000,9001,8802,15.45,9110,8801,0,9110,8805,1,9201,8807,0,9001,,,,,,
-17328,SWEREF99 17 15,9807,8802,17.15,9110,8805,1,9201,8806,150000,9001,8807,0,9001,8801,0,9110,,,,,,
-17329,SWEREF99 18 45,9807,8801,0,9110,8806,150000,9001,8807,0,9001,8805,1,9201,8802,18.45,9110,,,,,,
-17330,SWEREF99 20 15,9807,8805,1,9201,8802,20.15,9110,8801,0,9110,8806,150000,9001,8807,0,9001,,,,,,
-17331,SWEREF99 21 45,9807,8801,0,9110,8805,1,9201,8806,150000,9001,8802,21.45,9110,8807,0,9001,,,,,,
-17332,SWEREF99 23 15,9807,8805,1,9201,8801,0,9110,8802,23.15,9110,8807,0,9001,8806,150000,9001,,,,,,
-17333,SWEREF99 TM,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,15,9102,8807,0,9001,,,,,,
-17334,Sweden zone 7.5 gon V,9807,8807,0,9001,8801,0,9110,8806,1500000,9001,8805,1,9201,8802,11.18298,9110,,,,,,
-17335,Sweden zone 5 gon V,9807,8801,0,9110,8802,13.33298,9110,8805,1,9201,8807,0,9001,8806,1500000,9001,,,,,,
-17336,Sweden zone 0 gon,9807,8802,18.03298,9110,8801,0,9110,8807,0,9001,8806,1500000,9001,8805,1,9201,,,,,,
-17337,Sweden zone 2.5 gon O,9807,8802,20.18298,9110,8807,0,9001,8801,0,9110,8806,1500000,9001,8805,1,9201,,,,,,
-17338,Sweden zone 5 gon O,9807,8801,0,9110,8805,1,9201,8802,22.33298,9110,8806,1500000,9001,8807,0,9001,,,,,,
-17348,Map Grid of Australia zone 48,9807,8801,0,9102,8805,0.9996,9201,8802,105,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-17349,Map Grid of Australia zone 49,9807,8805,0.9996,9201,8801,0,9102,8802,111,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-17350,Map Grid of Australia zone 50,9807,8802,117,9102,8806,500000,9001,8805,0.9996,9201,8801,0,9102,8807,10000000,9001,,,,,,
-17351,Map Grid of Australia zone 51,9807,8806,500000,9001,8805,0.9996,9201,8802,123,9102,8801,0,9102,8807,10000000,9001,,,,,,
-17352,Map Grid of Australia zone 52,9807,8806,500000,9001,8802,129,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,,,,,,
-17353,Map Grid of Australia zone 53,9807,8802,135,9102,8805,0.9996,9201,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-17354,Map Grid of Australia zone 54,9807,8802,141,9102,8807,10000000,9001,8801,0,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
-17355,Map Grid of Australia zone 55,9807,8805,0.9996,9201,8802,147,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-17356,Map Grid of Australia zone 56,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,8802,153,9102,,,,,,
-17357,Map Grid of Australia zone 57,9807,8801,0,9102,8802,159,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-17358,Map Grid of Australia zone 58,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,165,9102,8807,10000000,9001,,,,,,
-17359,SA Lambert,9802,8821,-32,9102,8824,-36,9102,8826,1000000,9001,8823,-28,9102,8822,135,9102,8827,2000000,9001,,,
-17360,Vicgrid66,9802,8823,-36,9102,8827,4500000,9001,8821,-37,9102,8822,145,9102,8826,2500000,9001,8824,-38,9102,,,
-17361,Vicgrid94,9802,8826,2500000,9001,8823,-36,9102,8822,145,9102,8821,-37,9102,8824,-38,9102,8827,2500000,9001,,,
-17362,Geoscience Australia Standard National Scale Lambert Projection,9802,8823,-18,9102,8822,134,9102,8827,0,9001,8826,0,9001,8824,-36,9102,8821,0,9102,,,
-17363,Brisbane City Survey Grid 02,9807,8801,-28,9102,8806,50000,9001,8805,0.99999,9201,8802,153,9102,8807,100000,9001,,,,,,
-17364,New South Wales Lambert,9802,8824,-35.75,9102,8822,147,9102,8821,-33.25,9102,8823,-30.75,9102,8827,4500000,9001,8826,9300000,9001,,,
-17365,Australian Albers,9822,8821,0,9102,8822,132,9102,8824,-36,9102,8823,-18,9102,8826,0,9001,8827,0,9001,,,
-17401,Katanga Lambert Conformal,9802,8821,0,9102,8823,-6.5,9102,8822,26,9102,8827,0,9001,8826,0,9001,8824,-11.5,9102,,,
-17402,Katanga Transverse Mercator,9807,8802,26,9102,8807,0,9001,8801,-9,9102,8806,0,9001,8805,0.9998,9201,,,,,,
+17323,SWEREF99 15 00,9807,8801,0,9102,8802,15,9102,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+17324,SWEREF99 16 30,9807,8801,0,9110,8802,16.3,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+17325,SWEREF99 18 00,9807,8801,0,9102,8802,18,9102,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+17326,SWEREF99 14 15,9807,8801,0,9110,8802,14.15,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+17327,SWEREF99 15 45,9807,8801,0,9110,8802,15.45,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+17328,SWEREF99 17 15,9807,8801,0,9110,8802,17.15,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+17329,SWEREF99 18 45,9807,8801,0,9110,8802,18.45,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+17330,SWEREF99 20 15,9807,8801,0,9110,8802,20.15,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+17331,SWEREF99 21 45,9807,8801,0,9110,8802,21.45,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+17332,SWEREF99 23 15,9807,8801,0,9110,8802,23.15,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+17333,SWEREF99 TM,9807,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+17334,Sweden zone 7.5 gon V,9807,8801,0,9110,8802,11.18298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+17335,Sweden zone 5 gon V,9807,8801,0,9110,8802,13.33298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+17336,Sweden zone 0 gon,9807,8801,0,9110,8802,18.03298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+17337,Sweden zone 2.5 gon O,9807,8801,0,9110,8802,20.18298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+17338,Sweden zone 5 gon O,9807,8801,0,9110,8802,22.33298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+17348,Map Grid of Australia zone 48,9807,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17349,Map Grid of Australia zone 49,9807,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17350,Map Grid of Australia zone 50,9807,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17351,Map Grid of Australia zone 51,9807,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17352,Map Grid of Australia zone 52,9807,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17353,Map Grid of Australia zone 53,9807,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17354,Map Grid of Australia zone 54,9807,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17355,Map Grid of Australia zone 55,9807,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17356,Map Grid of Australia zone 56,9807,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17357,Map Grid of Australia zone 57,9807,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17358,Map Grid of Australia zone 58,9807,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17359,SA Lambert,9802,8821,-32,9102,8822,135,9102,8823,-28,9102,8824,-36,9102,8826,1000000,9001,8827,2000000,9001,,,
+17360,Vicgrid66,9802,8821,-37,9102,8822,145,9102,8823,-36,9102,8824,-38,9102,8826,2500000,9001,8827,4500000,9001,,,
+17361,Vicgrid94,9802,8821,-37,9102,8822,145,9102,8823,-36,9102,8824,-38,9102,8826,2500000,9001,8827,2500000,9001,,,
+17362,Geoscience Australia Standard National Scale Lambert Projection,9802,8821,0,9102,8822,134,9102,8823,-18,9102,8824,-36,9102,8826,0,9001,8827,0,9001,,,
+17363,Brisbane City Survey Grid 02,9807,8801,-28,9102,8802,153,9102,8805,0.99999,9201,8806,50000,9001,8807,100000,9001,,,,,,
+17364,New South Wales Lambert,9802,8821,-33.25,9102,8822,147,9102,8823,-30.75,9102,8824,-35.75,9102,8826,9300000,9001,8827,4500000,9001,,,
+17365,Australian Albers,9822,8821,0,9102,8822,132,9102,8823,-18,9102,8824,-36,9102,8826,0,9001,8827,0,9001,,,
+17401,Katanga Lambert Conformal,9802,8821,0,9102,8822,26,9102,8823,-6.5,9102,8824,-11.5,9102,8826,0,9001,8827,0,9001,,,
+17402,Katanga Transverse Mercator,9807,8801,-9,9102,8802,26,9102,8805,0.9998,9201,8806,0,9001,8807,0,9001,,,,,,
17412,Congo Transverse Mercator zone 12,9807,8801,0,9102,8802,12,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
-17414,Congo Transverse Mercator zone 14,9807,8805,0.9999,9201,8802,14,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-17416,Congo Transverse Mercator zone 16,9807,8805,0.9999,9201,8801,0,9102,8802,16,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-17418,Congo Transverse Mercator zone 18,9807,8802,18,9102,8801,0,9102,8806,500000,9001,8805,0.9999,9201,8807,10000000,9001,,,,,,
-17420,Congo Transverse Mercator zone 20,9807,8801,0,9102,8806,500000,9001,8805,0.9999,9201,8802,20,9102,8807,10000000,9001,,,,,,
-17422,Congo Transverse Mercator zone 22,9807,8806,500000,9001,8802,22,9102,8801,0,9102,8805,0.9999,9201,8807,10000000,9001,,,,,,
-17424,Congo Transverse Mercator zone 24,9807,8805,0.9999,9201,8802,24,9102,8807,10000000,9001,8806,500000,9001,8801,0,9102,,,,,,
-17426,Congo Transverse Mercator zone 26,9807,8802,26,9102,8807,10000000,9001,8801,0,9102,8806,500000,9001,8805,0.9999,9201,,,,,,
-17428,Congo Transverse Mercator zone 28,9807,8805,0.9999,9201,8802,28,9102,8801,0,9102,8806,500000,9001,8807,10000000,9001,,,,,,
-17430,Congo Transverse Mercator zone 30,9807,8801,0,9102,8805,0.9999,9201,8806,500000,9001,8802,30,9102,8807,10000000,9001,,,,,,
-17432,Indonesia TM-3 zone 46.2,9807,8805,0.9999,9201,8801,0,9102,8802,94.5,9102,8807,1500000,9001,8806,200000,9001,,,,,,
-17433,Indonesia TM-3 zone 47.1,9807,8801,0,9102,8806,200000,9001,8805,0.9999,9201,8802,97.5,9102,8807,1500000,9001,,,,,,
-17434,Indonesia TM-3 zone 47.2,9807,8801,0,9102,8807,1500000,9001,8806,200000,9001,8805,0.9999,9201,8802,100.5,9102,,,,,,
-17435,Indonesia TM-3 zone 48.1,9807,8801,0,9102,8802,103.5,9102,8805,0.9999,9201,8807,1500000,9001,8806,200000,9001,,,,,,
-17436,Indonesia TM-3 zone 48.2,9807,8802,106.5,9102,8801,0,9102,8807,1500000,9001,8806,200000,9001,8805,0.9999,9201,,,,,,
-17437,Indonesia TM-3 zone 49.1,9807,8802,109.5,9102,8807,1500000,9001,8801,0,9102,8806,200000,9001,8805,0.9999,9201,,,,,,
-17438,Indonesia TM-3 zone 49.2,9807,8801,0,9102,8805,0.9999,9201,8802,112.5,9102,8806,200000,9001,8807,1500000,9001,,,,,,
-17439,Indonesia TM-3 zone 50.1,9807,8801,0,9102,8805,0.9999,9201,8802,115.5,9102,8807,1500000,9001,8806,200000,9001,,,,,,
-17440,Indonesia TM-3 zone 50.2,9807,8805,0.9999,9201,8801,0,9102,8802,118.5,9102,8807,1500000,9001,8806,200000,9001,,,,,,
-17441,Indonesia TM-3 zone 51.1,9807,8802,121.5,9102,8805,0.9999,9201,8807,1500000,9001,8806,200000,9001,8801,0,9102,,,,,,
-17442,Indonesia TM-3 zone 51.2,9807,8806,200000,9001,8805,0.9999,9201,8802,124.5,9102,8801,0,9102,8807,1500000,9001,,,,,,
-17443,Indonesia TM-3 zone 52.1,9807,8806,200000,9001,8802,127.5,9102,8801,0,9102,8805,0.9999,9201,8807,1500000,9001,,,,,,
-17444,Indonesia TM-3 zone 52.2,9807,8801,0,9102,8802,130.5,9102,8805,0.9999,9201,8807,1500000,9001,8806,200000,9001,,,,,,
-17445,Indonesia TM-3 zone 53.1,9807,8802,133.5,9102,8807,1500000,9001,8801,0,9102,8806,200000,9001,8805,0.9999,9201,,,,,,
-17446,Indonesia TM-3 zone 53.2,9807,8805,0.9999,9201,8802,136.5,9102,8801,0,9102,8806,200000,9001,8807,1500000,9001,,,,,,
-17447,Indonesia TM-3 zone 54.1,9807,8806,200000,9001,8801,0,9102,8805,0.9999,9201,8807,1500000,9001,8802,139.5,9102,,,,,,
-17448,Australian Map Grid zone 48,9807,8801,0,9102,8802,105,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-17449,Australian Map Grid zone 49,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,111,9102,8807,10000000,9001,,,,,,
-17450,Australian Map Grid zone 50,9807,8801,0,9102,8806,500000,9001,8807,10000000,9001,8805,0.9996,9201,8802,117,9102,,,,,,
-17451,Australian Map Grid zone 51,9807,8806,500000,9001,8802,123,9102,8801,0,9102,8805,0.9996,9201,8807,10000000,9001,,,,,,
-17452,Australian Map Grid zone 52,9807,8802,129,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,8805,0.9996,9201,,,,,,
-17453,Australian Map Grid zone 53,9807,8802,135,9102,8807,10000000,9001,8801,0,9102,8806,500000,9001,8805,0.9996,9201,,,,,,
+17414,Congo Transverse Mercator zone 14,9807,8801,0,9102,8802,14,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17416,Congo Transverse Mercator zone 16,9807,8801,0,9102,8802,16,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17418,Congo Transverse Mercator zone 18,9807,8801,0,9102,8802,18,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17420,Congo Transverse Mercator zone 20,9807,8801,0,9102,8802,20,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17422,Congo Transverse Mercator zone 22,9807,8801,0,9102,8802,22,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17424,Congo Transverse Mercator zone 24,9807,8801,0,9102,8802,24,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17426,Congo Transverse Mercator zone 26,9807,8801,0,9102,8802,26,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17428,Congo Transverse Mercator zone 28,9807,8801,0,9102,8802,28,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17430,Congo Transverse Mercator zone 30,9807,8801,0,9102,8802,30,9102,8805,0.9999,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17432,Indonesia TM-3 zone 46.2,9807,8801,0,9102,8802,94.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17433,Indonesia TM-3 zone 47.1,9807,8801,0,9102,8802,97.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17434,Indonesia TM-3 zone 47.2,9807,8801,0,9102,8802,100.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17435,Indonesia TM-3 zone 48.1,9807,8801,0,9102,8802,103.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17436,Indonesia TM-3 zone 48.2,9807,8801,0,9102,8802,106.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17437,Indonesia TM-3 zone 49.1,9807,8801,0,9102,8802,109.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17438,Indonesia TM-3 zone 49.2,9807,8801,0,9102,8802,112.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17439,Indonesia TM-3 zone 50.1,9807,8801,0,9102,8802,115.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17440,Indonesia TM-3 zone 50.2,9807,8801,0,9102,8802,118.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17441,Indonesia TM-3 zone 51.1,9807,8801,0,9102,8802,121.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17442,Indonesia TM-3 zone 51.2,9807,8801,0,9102,8802,124.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17443,Indonesia TM-3 zone 52.1,9807,8801,0,9102,8802,127.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17444,Indonesia TM-3 zone 52.2,9807,8801,0,9102,8802,130.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17445,Indonesia TM-3 zone 53.1,9807,8801,0,9102,8802,133.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17446,Indonesia TM-3 zone 53.2,9807,8801,0,9102,8802,136.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17447,Indonesia TM-3 zone 54.1,9807,8801,0,9102,8802,139.5,9102,8805,0.9999,9201,8806,200000,9001,8807,1500000,9001,,,,,,
+17448,Australian Map Grid zone 48,9807,8801,0,9102,8802,105,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17449,Australian Map Grid zone 49,9807,8801,0,9102,8802,111,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17450,Australian Map Grid zone 50,9807,8801,0,9102,8802,117,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17451,Australian Map Grid zone 51,9807,8801,0,9102,8802,123,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17452,Australian Map Grid zone 52,9807,8801,0,9102,8802,129,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17453,Australian Map Grid zone 53,9807,8801,0,9102,8802,135,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
17454,Australian Map Grid zone 54,9807,8801,0,9102,8802,141,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
-17455,Australian Map Grid zone 55,9807,8805,0.9996,9201,8802,147,9102,8801,0,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-17456,Australian Map Grid zone 56,9807,8805,0.9996,9201,8801,0,9102,8802,153,9102,8807,10000000,9001,8806,500000,9001,,,,,,
-17457,Australian Map Grid zone 57,9807,8802,159,9102,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8807,10000000,9001,,,,,,
-17458,Australian Map Grid zone 58,9807,8801,0,9102,8806,500000,9001,8805,0.9996,9201,8802,165,9102,8807,10000000,9001,,,,,,
-17515,South African Survey Grid zone 15,9808,8806,0,9001,8802,15,9102,8801,0,9102,8805,1,9201,8807,0,9001,,,,,,
-17517,South African Survey Grid zone 17,9808,8805,1,9201,8802,17,9102,8806,0,9001,8801,0,9102,8807,0,9001,,,,,,
-17519,South African Survey Grid zone 19,9808,8802,19,9102,8807,0,9001,8801,0,9102,8806,0,9001,8805,1,9201,,,,,,
-17521,South African Survey Grid zone 21,9808,8805,1,9201,8802,21,9102,8801,0,9102,8806,0,9001,8807,0,9001,,,,,,
-17523,South African Survey Grid zone 23,9808,8801,0,9102,8805,1,9201,8806,0,9001,8802,23,9102,8807,0,9001,,,,,,
-17525,South African Survey Grid zone 25,9808,8805,1,9201,8801,0,9102,8802,25,9102,8807,0,9001,8806,0,9001,,,,,,
-17527,South African Survey Grid zone 27,9808,8801,0,9102,8806,0,9001,8805,1,9201,8802,27,9102,8807,0,9001,,,,,,
-17529,South African Survey Grid zone 29,9808,8801,0,9102,8807,0,9001,8806,0,9001,8805,1,9201,8802,29,9102,,,,,,
-17531,South African Survey Grid zone 31,9808,8807,0,9001,8806,0,9001,8805,1,9201,8802,31,9102,8801,0,9102,,,,,,
-17533,South African Survey Grid zone 33,9808,8802,33,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,0,9001,,,,,,
-17611,South West African Survey Grid zone 11,9808,8807,0,9031,8806,0,9031,8805,1,9201,8802,11,9102,8801,-22,9102,,,,,,
-17613,South West African Survey Grid zone 13,9808,8802,13,9102,8801,-22,9102,8805,1,9201,8807,0,9031,8806,0,9031,,,,,,
-17615,South West African Survey Grid zone 15,9808,8802,15,9102,8801,-22,9102,8807,0,9031,8806,0,9031,8805,1,9201,,,,,,
-17617,South West African Survey Grid zone 17,9808,8801,-22,9102,8806,0,9031,8805,1,9201,8802,17,9102,8807,0,9031,,,,,,
-17619,South West African Survey Grid zone 19,9808,8805,1,9201,8806,0,9031,8807,0,9031,8801,-22,9102,8802,19,9102,,,,,,
-17621,South West African Survey Grid zone 21,9808,8805,1,9201,8802,21,9102,8801,-22,9102,8807,0,9031,8806,0,9031,,,,,,
-17623,South West African Survey Grid zone 23,9808,8801,-22,9102,8802,23,9102,8807,0,9031,8806,0,9031,8805,1,9201,,,,,,
-17625,South West African Survey Grid zone 25,9808,8801,-22,9102,8806,0,9031,8805,1,9201,8807,0,9031,8802,25,9102,,,,,,
-17700,MTM Quebec zone 2,9807,8806,304800,9001,8805,0.9999,9201,8802,-55.3,9110,8807,0,9001,8801,0,9110,,,,,,
-17701,MTM zone 1,9807,8802,-53,9102,8801,0,9102,8805,0.9999,9201,8807,0,9001,8806,304800,9001,,,,,,
-17702,MTM Newfoundland zone 2,9807,8807,0,9001,8801,0,9102,8802,-56,9102,8805,0.9999,9201,8806,304800,9001,,,,,,
-17703,MTM zone 3,9807,8807,0,9001,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-58.3,9110,,,,,,
-17704,MTM zone 4,9807,8805,0.9999,9201,8802,-61.3,9110,8801,0,9110,8806,304800,9001,8807,0,9001,,,,,,
-17705,MTM zone 5,9807,8802,-64.3,9110,8806,304800,9001,8807,0,9001,8801,0,9110,8805,0.9999,9201,,,,,,
-17706,MTM zone 6,9807,8801,0,9110,8802,-67.3,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-17707,MTM zone 7,9807,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-70.3,9110,8807,0,9001,,,,,,
-17708,MTM zone 8,9807,8805,0.9999,9201,8802,-73.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,,,,,,
-17709,MTM zone 9,9807,8802,-76.3,9110,8805,0.9999,9201,8807,0,9001,8806,304800,9001,8801,0,9110,,,,,,
-17710,MTM zone 10,9807,8802,-79.3,9110,8801,0,9110,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-17711,MTM zone 11,9807,8801,0,9110,8806,304800,9001,8805,0.9999,9201,8802,-82.3,9110,8807,0,9001,,,,,,
-17712,MTM zone 12,9807,8805,0.9999,9201,8802,-81,9102,8806,304800,9001,8807,0,9001,8801,0,9102,,,,,,
-17713,MTM zone 13,9807,8805,0.9999,9201,8802,-84,9102,8807,0,9001,8806,304800,9001,8801,0,9102,,,,,,
-17714,MTM zone 14,9807,8801,0,9102,8802,-87,9102,8807,0,9001,8806,304800,9001,8805,0.9999,9201,,,,,,
-17715,MTM zone 15,9807,8807,0,9001,8805,0.9999,9201,8801,0,9102,8802,-90,9102,8806,304800,9001,,,,,,
-17716,MTM zone 16,9807,8806,304800,9001,8805,0.9999,9201,8802,-93,9102,8807,0,9001,8801,0,9102,,,,,,
-17717,MTM zone 17,9807,8806,304800,9001,8802,-96,9102,8801,0,9102,8805,0.9999,9201,8807,0,9001,,,,,,
-17794,MTM Nova Scotia zone 4,9807,8801,0,9110,8805,0.9999,9201,8802,-61.3,9110,8807,0,9001,8806,4500000,9001,,,,,,
-17795,MTM Nova Scotia zone 5,9807,8805,0.9999,9201,8801,0,9110,8802,-64.3,9110,8806,5500000,9001,8807,0,9001,,,,,,
-17801,Japan Plane Rectangular CS zone I,9807,8801,33,9110,8805,0.9999,9201,8802,129.3,9110,8806,0,9001,8807,0,9001,,,,,,
-17802,Japan Plane Rectangular CS zone II,9807,8802,131,9110,8806,0,9001,8807,0,9001,8805,0.9999,9201,8801,33,9110,,,,,,
-17803,Japan Plane Rectangular CS zone III,9807,8805,0.9999,9201,8806,0,9001,8801,36,9110,8802,132.1,9110,8807,0,9001,,,,,,
-17804,Japan Plane Rectangular CS zone IV,9807,8801,33,9110,8802,133.3,9110,8806,0,9001,8805,0.9999,9201,8807,0,9001,,,,,,
-17805,Japan Plane Rectangular CS zone V,9807,8805,0.9999,9201,8802,134.2,9110,8807,0,9001,8806,0,9001,8801,36,9110,,,,,,
-17806,Japan Plane Rectangular CS zone VI,9807,8801,36,9110,8807,0,9001,8802,136,9110,8805,0.9999,9201,8806,0,9001,,,,,,
-17807,Japan Plane Rectangular CS zone VII,9807,8802,137.1,9110,8801,36,9110,8807,0,9001,8806,0,9001,8805,0.9999,9201,,,,,,
-17808,Japan Plane Rectangular CS zone VIII,9807,8806,0,9001,8801,36,9110,8807,0,9001,8802,138.3,9110,8805,0.9999,9201,,,,,,
+17455,Australian Map Grid zone 55,9807,8801,0,9102,8802,147,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17456,Australian Map Grid zone 56,9807,8801,0,9102,8802,153,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17457,Australian Map Grid zone 57,9807,8801,0,9102,8802,159,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17458,Australian Map Grid zone 58,9807,8801,0,9102,8802,165,9102,8805,0.9996,9201,8806,500000,9001,8807,10000000,9001,,,,,,
+17515,South African Survey Grid zone 15,9808,8801,0,9102,8802,15,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+17517,South African Survey Grid zone 17,9808,8801,0,9102,8802,17,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+17519,South African Survey Grid zone 19,9808,8801,0,9102,8802,19,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+17521,South African Survey Grid zone 21,9808,8801,0,9102,8802,21,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+17523,South African Survey Grid zone 23,9808,8801,0,9102,8802,23,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+17525,South African Survey Grid zone 25,9808,8801,0,9102,8802,25,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+17527,South African Survey Grid zone 27,9808,8801,0,9102,8802,27,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+17529,South African Survey Grid zone 29,9808,8801,0,9102,8802,29,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+17531,South African Survey Grid zone 31,9808,8801,0,9102,8802,31,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+17533,South African Survey Grid zone 33,9808,8801,0,9102,8802,33,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+17611,South West African Survey Grid zone 11,9808,8801,-22,9102,8802,11,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+17613,South West African Survey Grid zone 13,9808,8801,-22,9102,8802,13,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+17615,South West African Survey Grid zone 15,9808,8801,-22,9102,8802,15,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+17617,South West African Survey Grid zone 17,9808,8801,-22,9102,8802,17,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+17619,South West African Survey Grid zone 19,9808,8801,-22,9102,8802,19,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+17621,South West African Survey Grid zone 21,9808,8801,-22,9102,8802,21,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+17623,South West African Survey Grid zone 23,9808,8801,-22,9102,8802,23,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+17625,South West African Survey Grid zone 25,9808,8801,-22,9102,8802,25,9102,8805,1,9201,8806,0,9031,8807,0,9031,,,,,,
+17700,MTM Quebec zone 2,9807,8801,0,9110,8802,-55.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17701,MTM zone 1,9807,8801,0,9102,8802,-53,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17702,MTM Newfoundland zone 2,9807,8801,0,9102,8802,-56,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17703,MTM zone 3,9807,8801,0,9110,8802,-58.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17704,MTM zone 4,9807,8801,0,9110,8802,-61.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17705,MTM zone 5,9807,8801,0,9110,8802,-64.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17706,MTM zone 6,9807,8801,0,9110,8802,-67.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17707,MTM zone 7,9807,8801,0,9110,8802,-70.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17708,MTM zone 8,9807,8801,0,9110,8802,-73.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17709,MTM zone 9,9807,8801,0,9110,8802,-76.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17710,MTM zone 10,9807,8801,0,9110,8802,-79.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17711,MTM zone 11,9807,8801,0,9110,8802,-82.3,9110,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17712,MTM zone 12,9807,8801,0,9102,8802,-81,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17713,MTM zone 13,9807,8801,0,9102,8802,-84,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17714,MTM zone 14,9807,8801,0,9102,8802,-87,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17715,MTM zone 15,9807,8801,0,9102,8802,-90,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17716,MTM zone 16,9807,8801,0,9102,8802,-93,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17717,MTM zone 17,9807,8801,0,9102,8802,-96,9102,8805,0.9999,9201,8806,304800,9001,8807,0,9001,,,,,,
+17722,Alberta 3-degree TM reference meridian 111 W,9807,8801,0,9102,8802,-111,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17723,Alberta 3-degree TM reference meridian 114 W,9807,8801,0,9102,8802,-114,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17724,Alberta 3-degree TM reference meridian 117 W,9807,8801,0,9102,8802,-117,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17725,Alberta 3-degree TM reference meridian 120 W,9807,8801,0,9102,8802,-120,9102,8805,0.9999,9001,8806,0,9001,8807,0,9001,,,,,,
+17726,Alberta 3-degree TM reference meridian 120 W,9807,8801,0,9102,8802,-120,9102,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17794,MTM Nova Scotia zone 4,9807,8801,0,9110,8802,-61.3,9110,8805,0.9999,9201,8806,4500000,9001,8807,0,9001,,,,,,
+17795,MTM Nova Scotia zone 5,9807,8801,0,9110,8802,-64.3,9110,8805,0.9999,9201,8806,5500000,9001,8807,0,9001,,,,,,
+17801,Japan Plane Rectangular CS zone I,9807,8801,33,9110,8802,129.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17802,Japan Plane Rectangular CS zone II,9807,8801,33,9110,8802,131,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17803,Japan Plane Rectangular CS zone III,9807,8801,36,9110,8802,132.1,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17804,Japan Plane Rectangular CS zone IV,9807,8801,33,9110,8802,133.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17805,Japan Plane Rectangular CS zone V,9807,8801,36,9110,8802,134.2,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17806,Japan Plane Rectangular CS zone VI,9807,8801,36,9110,8802,136,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17807,Japan Plane Rectangular CS zone VII,9807,8801,36,9110,8802,137.1,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17808,Japan Plane Rectangular CS zone VIII,9807,8801,36,9110,8802,138.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
17809,Japan Plane Rectangular CS zone IX,9807,8801,36,9110,8802,139.5,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
-17810,Japan Plane Rectangular CS zone X,9807,8805,0.9999,9201,8802,140.5,9110,8807,0,9001,8801,40,9110,8806,0,9001,,,,,,
-17811,Japan Plane Rectangular CS zone XI,9807,8801,44,9110,8802,140.15,9110,8807,0,9001,8806,0,9001,8805,0.9999,9201,,,,,,
-17812,Japan Plane Rectangular CS zone XII,9807,8802,142.15,9110,8805,0.9999,9201,8807,0,9001,8801,44,9110,8806,0,9001,,,,,,
-17813,Japan Plane Rectangular CS zone XIII,9807,8802,144.15,9110,8807,0,9001,8801,44,9110,8805,0.9999,9201,8806,0,9001,,,,,,
-17814,Japan Plane Rectangular CS zone XIV,9807,8802,142,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,8801,26,9110,,,,,,
-17815,Japan Plane Rectangular CS zone XV,9807,8807,0,9001,8805,0.9999,9201,8801,26,9110,8806,0,9001,8802,127.3,9110,,,,,,
-17816,Japan Plane Rectangular CS zone XVI,9807,8807,0,9001,8806,0,9001,8805,0.9999,9201,8801,26,9110,8802,124,9110,,,,,,
-17817,Japan Plane Rectangular CS zone XVII,9807,8802,131,9110,8805,0.9999,9201,8806,0,9001,8801,26,9110,8807,0,9001,,,,,,
-17818,Japan Plane Rectangular CS zone XVIII,9807,8801,20,9110,8807,0,9001,8805,0.9999,9201,8806,0,9001,8802,136,9110,,,,,,
-17819,Japan Plane Rectangular CS zone XIX,9807,8801,26,9110,8806,0,9001,8802,154,9110,8807,0,9001,8805,0.9999,9201,,,,,,
-17901,Mount Eden Circuit,9807,8805,0.9999,9201,8806,300000,9001,8802,174.45516217,9110,8807,700000,9001,8801,-36.5247515,9110,,,,,,
-17902,Bay of Plenty Circuit,9807,8802,176.27583101,9110,8807,700000,9001,8806,300000,9001,8801,-37.45404993,9110,8805,1,9201,,,,,,
-17903,Poverty Bay Circuit,9807,8806,300000,9001,8805,1,9201,8802,177.53082906,9110,8801,-38.372893,9110,8807,700000,9001,,,,,,
-17904,Hawkes Bay Circuit,9807,8802,176.40252499,9110,8801,-39.39033455,9110,8807,700000,9001,8806,300000,9001,8805,1,9201,,,,,,
-17905,Taranaki Circuit,9807,8805,1,9201,8801,-39.08087299,9110,8807,700000,9001,8802,174.13408423,9110,8806,300000,9001,,,,,,
-17906,Tuhirangi Circuit,9807,8807,700000,9001,8805,1,9201,8802,175.38241325,9110,8806,300000,9001,8801,-39.30448934,9110,,,,,,
-17907,Wanganui Circuit,9807,8807,700000,9001,8801,-40.14310097,9110,8805,1,9201,8806,300000,9001,8802,175.29171586,9110,,,,,,
-17908,Wairarapa Circuit,9807,8801,-40.55319175,9110,8802,175.38504588,9110,8807,700000,9001,8806,300000,9001,8805,1,9201,,,,,,
-17909,Wellington Circuit,9807,8806,300000,9001,8807,700000,9001,8805,1,9201,8801,-41.18047507,9110,8802,174.46358432,9110,,,,,,
-17910,Collingwood Circuit,9807,8802,172.40193674,9110,8806,300000,9001,8805,1,9201,8807,700000,9001,8801,-40.42531326,9110,,,,,,
-17911,Nelson Circuit,9807,8802,173.17575405,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,8801,-41.1628361,9110,,,,,,
-17912,Karamea Circuit,9807,8807,700000,9001,8806,300000,9001,8805,1,9201,8801,-41.17236815,9110,8802,172.06325015,9110,,,,,,
-17913,Buller Circuit,9807,8805,1,9201,8801,-41.48388903,9110,8806,300000,9001,8807,700000,9001,8802,171.34525362,9110,,,,,,
-17914,Grey Circuit,9807,8805,1,9201,8802,171.32591767,9110,8806,300000,9001,8807,700000,9001,8801,-42.20012994,9110,,,,,,
-17915,Amuri Circuit,9807,8805,1,9201,8806,300000,9001,8807,700000,9001,8801,-42.41208197,9110,8802,173.00364802,9110,,,,,,
-17916,Marlborough Circuit,9807,8806,300000,9001,8802,173.48074668,9110,8807,700000,9001,8805,1,9201,8801,-41.3240152,9110,,,,,,
-17917,Hokitika Circuit,9807,8801,-42.53107605,9110,8806,300000,9001,8805,1,9201,8807,700000,9001,8802,170.58479766,9110,,,,,,
-17918,Okarito Circuit,9807,8802,170.1539333,9110,8806,300000,9001,8805,1,9201,8801,-43.06364613,9110,8807,700000,9001,,,,,,
-17919,Jacksons Bay Circuit,9807,8807,700000,9001,8802,168.36225612,9110,8805,1,9201,8801,-43.58400904,9110,8806,300000,9001,,,,,,
-17920,Mount Pleasant Circuit,9807,8801,-43.35262953,9110,8807,700000,9001,8806,300000,9001,8802,172.43378969,9110,8805,1,9201,,,,,,
-17921,Gawler Circuit,9807,8807,700000,9001,8806,300000,9001,8805,1,9201,8801,-43.44553616,9110,8802,171.21386945,9110,,,,,,
-17922,Timaru Circuit,9807,8805,1,9201,8806,300000,9001,8807,700000,9001,8802,171.0326103,9110,8801,-44.24079933,9110,,,,,,
-17923,Lindis Peak Circuit,9807,8805,1,9201,8802,169.28039183,9110,8807,700000,9001,8806,300000,9001,8801,-44.44069647,9110,,,,,,
-17924,Mount Nicholas Circuit,9807,8801,-45.07584493,9110,8806,300000,9001,8807,700000,9001,8805,1,9201,8802,168.23551083,9110,,,,,,
-17925,Mount York Circuit,9807,8806,300000,9001,8805,1,9201,8807,700000,9001,8801,-45.33494142,9110,8802,167.44199024,9110,,,,,,
-17926,Observation Point Circuit,9807,8802,170.37429426,9110,8807,700000,9001,8801,-45.48583078,9110,8805,1,9201,8806,300000,9001,,,,,,
-17927,North Taieri Circuit,9807,8802,170.16573208,9110,8805,0.99996,9201,8806,300000,9001,8807,700000,9001,8801,-45.51414481,9110,,,,,,
-17928,Bluff Circuit,9807,8806,300002.66,9001,8805,1,9201,8801,-46.36000346,9110,8807,699999.58,9001,8802,168.20343392,9110,,,,,,
-17931,Mount Eden Circuit 2000,9807,8807,800000,9001,8806,400000,9001,8805,0.9999,9201,8801,-36.5247,9110,8802,174.4551,9110,,,,,,
-17932,Bay of Plenty Circuit 2000,9807,8807,800000,9001,8805,1,9201,8802,176.2758,9110,8806,400000,9001,8801,-37.454,9110,,,,,,
-17933,Poverty Bay Circuit 2000,9807,8806,400000,9001,8807,800000,9001,8805,1,9201,8801,-38.3728,9110,8802,177.5308,9110,,,,,,
-17934,Hawkes Bay Circuit 2000,9807,8801,-39.3903,9110,8802,176.4025,9110,8807,800000,9001,8805,1,9201,8806,400000,9001,,,,,,
-17935,Taranaki Circuit 2000,9807,8806,400000,9001,8805,1,9201,8801,-39.0808,9110,8807,800000,9001,8802,174.134,9110,,,,,,
-17936,Tuhirangi Circuit 2000,9807,8802,175.3824,9110,8807,800000,9001,8806,400000,9001,8801,-39.3044,9110,8805,1,9201,,,,,,
-17937,Wanganui Circuit 2000,9807,8801,-40.1431,9110,8802,175.2917,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
-17938,Wairarapa Circuit 2000,9807,8807,800000,9001,8806,400000,9001,8802,175.385,9110,8805,1,9201,8801,-40.5531,9110,,,,,,
-17939,Wellington Circuit 2000,9807,8801,-41.1804,9110,8807,800000,9001,8806,400000,9001,8802,174.4635,9110,8805,1,9201,,,,,,
-17940,Collingwood Circuit 2000,9807,8807,800000,9001,8805,1,9201,8802,172.4019,9110,8806,400000,9001,8801,-40.4253,9110,,,,,,
-17941,Nelson Circuit 2000,9807,8807,800000,9001,8806,400000,9001,8802,173.1757,9110,8805,1,9201,8801,-41.1628,9110,,,,,,
-17942,Karamea Circuit 2000,9807,8801,-41.1723,9110,8802,172.0632,9110,8806,400000,9001,8807,800000,9001,8805,1,9201,,,,,,
-17943,Buller Circuit 2000,9807,8807,800000,9001,8806,400000,9001,8801,-41.4838,9110,8802,171.3452,9110,8805,1,9201,,,,,,
-17944,Grey Circuit 2000,9807,8806,400000,9001,8805,1,9201,8807,800000,9001,8801,-42.2001,9110,8802,171.3259,9110,,,,,,
-17945,Amuri Circuit 2000,9807,8802,173.0036,9110,8805,1,9201,8806,400000,9001,8801,-42.412,9110,8807,800000,9001,,,,,,
-17946,Marlborough Circuit 2000,9807,8807,800000,9001,8806,400000,9001,8805,1,9201,8802,173.4807,9110,8801,-41.324,9110,,,,,,
-17947,Hokitika Circuit 2000,9807,8801,-42.531,9110,8806,400000,9001,8802,170.5847,9110,8807,800000,9001,8805,1,9201,,,,,,
-17948,Okarito Circuit 2000,9807,8805,1,9201,8802,170.1539,9110,8806,400000,9001,8807,800000,9001,8801,-43.0636,9110,,,,,,
-17949,Jacksons Bay Circuit 2000,9807,8805,1,9201,8801,-43.584,9110,8802,168.3622,9110,8807,800000,9001,8806,400000,9001,,,,,,
-17950,Mount Pleasant Circuit 2000,9807,8801,-43.3526,9110,8802,172.4337,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
-17951,Gawler Circuit 2000,9807,8806,400000,9001,8807,800000,9001,8802,171.2138,9110,8801,-43.4455,9110,8805,1,9201,,,,,,
-17952,Timaru Circuit 2000,9807,8805,1,9201,8806,400000,9001,8801,-44.2407,9110,8807,800000,9001,8802,171.0326,9110,,,,,,
-17953,Lindis Peak Circuit 2000,9807,8802,169.2803,9110,8805,1,9201,8807,800000,9001,8806,400000,9001,8801,-44.4406,9110,,,,,,
-17954,Mount Nicholas Circuit 2000,9807,8807,800000,9001,8806,400000,9001,8802,168.2355,9110,8805,1,9201,8801,-45.0758,9110,,,,,,
-17955,Mount York Circuit 2000,9807,8801,-45.3349,9110,8807,800000,9001,8806,400000,9001,8805,1,9201,8802,167.4419,9110,,,,,,
-17956,Observation Point Circuit 2000,9807,8807,800000,9001,8806,400000,9001,8805,1,9201,8802,170.3742,9110,8801,-45.4858,9110,,,,,,
-17957,North Taieri Circuit 2000,9807,8801,-45.5141,9110,8805,0.99996,9201,8802,170.1657,9110,8807,800000,9001,8806,400000,9001,,,,,,
-17958,Bluff Circuit 2000,9807,8802,168.2034,9110,8805,1,9201,8807,800000,9001,8806,400000,9001,8801,-46.36,9110,,,,,,
-18001,Austria Gauss-Kruger West Zone,9807,8806,0,9001,8805,1,9201,8807,-5000000,9001,8802,28,9102,8801,0,9102,,,,,,
-18002,Austria Gauss-Kruger Central Zone,9807,8807,-5000000,9001,8801,0,9102,8806,0,9001,8805,1,9201,8802,31,9102,,,,,,
-18003,Austria Gauss-Kruger East Zone,9807,8802,34,9102,8805,1,9201,8806,0,9001,8807,-5000000,9001,8801,0,9102,,,,,,
-18004,Austria Gauss-Kruger West,9807,8807,-5000000,9001,8806,0,9001,8805,1,9201,8801,0,9110,8802,10.2,9110,,,,,,
-18005,Austria Gauss-Kruger Central,9807,8806,0,9001,8801,0,9110,8807,-5000000,9001,8802,13.2,9110,8805,1,9201,,,,,,
-18006,Austria Gauss-Kruger East,9807,8805,1,9201,8802,16.2,9110,8806,0,9001,8807,-5000000,9001,8801,0,9110,,,,,,
-18007,Austria Gauss-Kruger M28,9807,8807,-5000000,9001,8805,1,9201,8802,10.2,9110,8806,150000,9001,8801,0,9110,,,,,,
-18008,Austria Gauss-Kruger M31,9807,8801,0,9110,8802,13.2,9110,8807,-5000000,9001,8805,1,9201,8806,450000,9001,,,,,,
-18009,Austria Gauss-Kruger M34,9807,8806,750000,9001,8805,1,9201,8801,0,9110,8802,16.2,9110,8807,-5000000,9001,,,,,,
-18011,"Nord Algerie (ancienne)",9801,8802,3,9105,8807,300000,9001,8806,500000,9001,8801,40,9105,8805,0.999625544,9201,,,,,,
-18012,"Sud Algerie (ancienne)",9801,8805,0.999625769,9201,8807,300000,9001,8806,500000,9001,8802,3,9105,8801,37,9105,,,,,,
-18021,Nord Algerie,9801,8802,3,9105,8807,300090,9001,8806,500135,9001,8805,0.999625544,9201,8801,40,9105,,,,,,
-18022,Sud Algerie,9801,8805,0.999625769,9201,8807,300090,9001,8801,37,9105,8802,3,9105,8806,500135,9001,,,,,,
-18031,Argentina zone 1,9807,8805,1,9201,8802,-72,9102,8806,1500000,9001,8801,-90,9102,8807,0,9001,,,,,,
-18032,Argentina zone 2,9807,8807,0,9001,8802,-69,9102,8806,2500000,9001,8805,1,9201,8801,-90,9102,,,,,,
-18033,Argentina zone 3,9807,8801,-90,9102,8802,-66,9102,8805,1,9201,8807,0,9001,8806,3500000,9001,,,,,,
-18034,Argentina zone 4,9807,8806,4500000,9001,8807,0,9001,8801,-90,9102,8802,-63,9102,8805,1,9201,,,,,,
-18035,Argentina zone 5,9807,8806,5500000,9001,8802,-60,9102,8807,0,9001,8805,1,9201,8801,-90,9102,,,,,,
-18036,Argentina zone 6,9807,8802,-57,9102,8805,1,9201,8801,-90,9102,8807,0,9001,8806,6500000,9001,,,,,,
-18037,Argentina zone 7,9807,8807,0,9001,8806,7500000,9001,8801,-90,9102,8805,1,9201,8802,-54,9102,,,,,,
-18041,Austria West Zone,9807,8801,0,9102,8807,0,9001,8802,28,9102,8806,0,9001,8805,1,9201,,,,,,
-18042,Austria Central Zone,9807,8805,1,9201,8802,31,9102,8806,0,9001,8807,0,9001,8801,0,9102,,,,,,
-18043,Austria East Zone,9807,8801,0,9102,8802,34,9102,8807,0,9001,8806,0,9001,8805,1,9201,,,,,,
-18044,Austria M28,9807,8805,1,9201,8807,0,9001,8806,150000,9001,8802,10.2,9110,8801,0,9110,,,,,,
-18045,Austria M31,9807,8801,0,9110,8806,450000,9001,8805,1,9201,8807,0,9001,8802,13.2,9110,,,,,,
-18046,Austria M34,9807,8801,0,9110,8802,16.2,9110,8806,750000,9001,8805,1,9201,8807,0,9001,,,,,,
-18047,Austria zone M28,9807,8802,28,9102,8805,1,9201,8807,0,9001,8806,150000,9001,8801,0,9102,,,,,,
-18048,Austria zone M31,9807,8807,0,9001,8806,450000,9001,8802,31,9102,8805,1,9201,8801,0,9102,,,,,,
-18049,Austria zone M34,9807,8801,0,9102,8806,750000,9001,8802,34,9102,8805,1,9201,8807,0,9001,,,,,,
-18051,Colombia West zone,9807,8805,1,9201,8806,1000000,9001,8802,-77.04513,9110,8801,4.355657,9110,8807,1000000,9001,,,,,,
-18052,Colombia Bogota zone,9807,8807,1000000,9001,8806,1000000,9001,8801,4.355657,9110,8805,1,9201,8802,-74.04513,9110,,,,,,
-18053,Colombia East Central zone,9807,8802,-71.04513,9110,8805,1,9201,8807,1000000,9001,8806,1000000,9001,8801,4.355657,9110,,,,,,
-18054,Colombia East zone,9807,8806,1000000,9001,8805,1,9201,8807,1000000,9001,8801,4.355657,9110,8802,-68.04513,9110,,,,,,
-18055,Colombia MAGNA Far West zone,9807,8807,1000000,9001,8806,1000000,9001,8805,1,9201,8801,4.35463215,9110,8802,-80.04390285,9110,,,,,,
-18056,Colombia MAGNA West zone,9807,8802,-77.04390285,9110,8805,1,9201,8806,1000000,9001,8801,4.35463215,9110,8807,1000000,9001,,,,,,
-18057,Colombia MAGNA Bogota zone,9807,8802,-74.04390285,9110,8801,4.35463215,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
-18058,Colombia MAGNA East Central zone,9807,8802,-71.04390285,9110,8807,1000000,9001,8801,4.35463215,9110,8806,1000000,9001,8805,1,9201,,,,,,
-18059,Colombia MAGNA East zone,9807,8805,1,9201,8806,1000000,9001,8807,1000000,9001,8801,4.35463215,9110,8802,-68.04390285,9110,,,,,,
-18061,Cuba Norte,9801,8807,280296.016,9001,8801,22.21,9110,8805,0.99993602,9201,8802,-81,9110,8806,500000,9001,,,,,,
-18062,Cuba Sur,9801,8801,20.43,9110,8802,-76.5,9110,8805,0.99994848,9201,8807,229126.939,9001,8806,500000,9001,,,,,,
-18071,Egypt Blue Belt,9807,8806,300000,9001,8805,1,9201,8802,35,9102,8807,1100000,9001,8801,30,9102,,,,,,
-18072,Egypt Red Belt,9807,8802,31,9102,8801,30,9102,8806,615000,9001,8807,810000,9001,8805,1,9201,,,,,,
-18073,Egypt Purple Belt,9807,8805,1,9201,8807,200000,9001,8801,30,9102,8802,27,9102,8806,700000,9001,,,,,,
-18074,Egypt Extended Purple Belt,9807,8802,27,9102,8807,1200000,9001,8806,700000,9001,8805,1,9201,8801,30,9102,,,,,,
-18081,Lambert zone I,9801,8801,55,9105,8802,0,9105,8806,600000,9001,8805,0.999877341,9201,8807,1200000,9001,,,,,,
-18082,Lambert zone II,9801,8807,2200000,9001,8805,0.99987742,9201,8802,0,9105,8806,600000,9001,8801,52,9105,,,,,,
-18083,Lambert zone III,9801,8807,3200000,9001,8806,600000,9001,8802,0,9105,8805,0.999877499,9201,8801,49,9105,,,,,,
-18084,Lambert zone IV,9801,8801,46.85,9105,8802,0,9105,8805,0.99994471,9201,8807,4185861.369,9001,8806,234.358,9001,,,,,,
-18085,Lambert-93,9802,8827,6600000,9001,8822,3,9110,8821,46.3,9110,8824,44,9110,8823,49,9110,8826,700000,9001,,,
-18086,France EuroLambert,9801,8805,0.99987742,9201,8802,2.2014025,9110,8807,2200000,9001,8806,600000,9001,8801,46.48,9110,,,,,,
-18091,Lambert Nord France,9801,8802,0,9105,8805,0.999877341,9201,8807,200000,9001,8806,600000,9001,8801,55,9105,,,,,,
-18092,Lambert Centre France,9801,8806,600000,9001,8805,0.99987742,9201,8807,200000,9001,8802,0,9105,8801,52,9105,,,,,,
-18093,Lambert Sud France,9801,8807,200000,9001,8806,600000,9001,8805,0.999877499,9201,8801,49,9105,8802,0,9105,,,,,,
-18094,Lambert Corse,9801,8802,0,9105,8805,0.99994471,9201,8807,185861.369,9001,8806,234.358,9001,8801,46.85,9105,,,,,,
-18110,India zone 0,9801,8807,2590000,9084,8802,68,9110,8801,39.3,9110,8805,0.99846154,9201,8806,2355500,9084,,,,,,
-18111,India zone I,9801,8807,1000000,9084,8801,32.3,9110,8802,68,9110,8806,3000000,9084,8805,0.99878641,9201,,,,,,
-18112,India zone IIa,9801,8805,0.99878641,9201,8807,1000000,9084,8801,26,9102,8806,3000000,9084,8802,74,9102,,,,,,
-18113,India zone IIb,9801,8807,1000000,9084,8802,90,9102,8801,26,9102,8805,0.99878641,9201,8806,3000000,9084,,,,,,
-18114,India zone IIIa,9801,8801,19,9102,8802,80,9102,8805,0.99878641,9201,8807,1000000,9084,8806,3000000,9084,,,,,,
-18115,India zone IIIb,9801,8805,0.99878641,9201,8807,1000000,9084,8801,19,9102,8802,100,9102,8806,3000000,9084,,,,,,
-18116,India zone IVa,9801,8805,0.99878641,9201,8802,80,9102,8801,12,9102,8806,3000000,9084,8807,1000000,9084,,,,,,
-18117,India zone IVb,9801,8805,0.99878641,9201,8807,1000000,9084,8806,3000000,9084,8801,12,9102,8802,100,9102,,,,,,
-18121,Italy zone 1,9807,8802,9,9102,8807,0,9001,8806,1500000,9001,8805,0.9996,9201,8801,0,9102,,,,,,
-18122,Italy zone 2,9807,8801,0,9102,8806,2520000,9001,8805,0.9996,9201,8802,15,9102,8807,0,9001,,,,,,
-18131,Nord Maroc,9801,8805,0.999625769,9201,8802,-6,9105,8806,500000,9001,8801,37,9105,8807,300000,9001,,,,,,
-18132,Sud Maroc,9801,8807,300000,9001,8805,0.999615596,9201,8806,500000,9001,8802,-6,9105,8801,33,9105,,,,,,
-18133,Sahara,9801,8801,29,9105,8802,-6,9105,8805,0.9996,9201,8807,400000,9001,8806,1200000,9001,,,,,,
-18134,Sahara Nord,9801,8806,1200000,9001,8807,400000,9001,8801,29,9105,8802,-6,9105,8805,0.999616304,9201,,,,,,
-18135,Sahara Sud,9801,8806,1500000,9001,8805,0.999616437,9201,8807,400000,9001,8801,25,9105,8802,-6,9105,,,,,,
-18141,New Zealand North Island National Grid,9807,8802,175.3,9110,8805,1,9201,8806,300000,9040,8807,400000,9040,8801,-39,9110,,,,,,
-18142,New Zealand South Island National Grid,9807,8807,500000,9040,8806,500000,9040,8802,171.3,9110,8801,-44,9110,8805,1,9201,,,,,,
-18151,Nigeria West Belt,9807,8801,4,9110,8807,0,9001,8802,4.3,9110,8806,230738.26,9001,8805,0.99975,9201,,,,,,
-18152,Nigeria Mid Belt,9807,8805,0.99975,9201,8802,8.3,9110,8807,0,9001,8801,4,9110,8806,670553.98,9001,,,,,,
-18153,Nigeria East Belt,9807,8802,12.3,9110,8801,4,9110,8805,0.99975,9201,8806,1110369.7,9001,8807,0,9001,,,,,,
-18161,Peru west zone,9807,8807,1426834.743,9001,8806,222000,9001,8805,0.99983008,9201,8802,-80.3,9110,8801,-6,9110,,,,,,
-18162,Peru central zone,9807,8801,-9.3,9110,8806,720000,9001,8805,0.99932994,9201,8807,1039979.159,9001,8802,-76,9110,,,,,,
-18163,Peru east zone,9807,8805,0.99952992,9201,8801,-9.3,9110,8806,1324000,9001,8807,1040084.558,9001,8802,-70.3,9110,,,,,,
-18171,Philippines zone I,9807,8801,0,9102,8805,0.99995,9201,8807,0,9001,8802,117,9102,8806,500000,9001,,,,,,
-18172,Philippines zone II,9807,8807,0,9001,8806,500000,9001,8801,0,9102,8802,119,9102,8805,0.99995,9201,,,,,,
-18173,Philippines zone III,9807,8801,0,9102,8802,121,9102,8806,500000,9001,8805,0.99995,9201,8807,0,9001,,,,,,
-18174,Philippines zone IV,9807,8806,500000,9001,8807,0,9001,8805,0.99995,9201,8801,0,9102,8802,123,9102,,,,,,
-18175,Philippines zone V,9807,8802,125,9102,8807,0,9001,8806,500000,9001,8801,0,9102,8805,0.99995,9201,,,,,,
-18180,Finland zone 0,9807,8801,0,9102,8802,18,9102,8805,1,9201,8807,0,9001,8806,500000,9001,,,,,,
-18181,Nord Tunisie,9801,8806,500000,9001,8805,0.999625544,9201,8807,300000,9001,8801,40,9105,8802,11,9105,,,,,,
-18182,Sud Tunisie,9801,8807,300000,9001,8806,500000,9001,8805,0.999625769,9201,8801,37,9105,8802,11,9105,,,,,,
-18183,Finland ETRS-GK19,9807,8802,19,9102,8805,1,9201,8807,0,9001,8806,500000,9001,8801,0,9102,,,,,,
-18184,Finland ETRS-GK20,9807,8802,20,9102,8801,0,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-18185,Finland ETRS-GK21,9807,8807,0,9001,8801,0,9102,8802,21,9102,8805,1,9201,8806,500000,9001,,,,,,
-18186,Finland ETRS-GK22,9807,8801,0,9102,8805,1,9201,8802,22,9102,8806,500000,9001,8807,0,9001,,,,,,
-18187,Finland ETRS-GK23,9807,8802,23,9102,8805,1,9201,8807,0,9001,8806,500000,9001,8801,0,9102,,,,,,
+17810,Japan Plane Rectangular CS zone X,9807,8801,40,9110,8802,140.5,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17811,Japan Plane Rectangular CS zone XI,9807,8801,44,9110,8802,140.15,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17812,Japan Plane Rectangular CS zone XII,9807,8801,44,9110,8802,142.15,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17813,Japan Plane Rectangular CS zone XIII,9807,8801,44,9110,8802,144.15,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17814,Japan Plane Rectangular CS zone XIV,9807,8801,26,9110,8802,142,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17815,Japan Plane Rectangular CS zone XV,9807,8801,26,9110,8802,127.3,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17816,Japan Plane Rectangular CS zone XVI,9807,8801,26,9110,8802,124,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17817,Japan Plane Rectangular CS zone XVII,9807,8801,26,9110,8802,131,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17818,Japan Plane Rectangular CS zone XVIII,9807,8801,20,9110,8802,136,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17819,Japan Plane Rectangular CS zone XIX,9807,8801,26,9110,8802,154,9110,8805,0.9999,9201,8806,0,9001,8807,0,9001,,,,,,
+17901,Mount Eden Circuit,9807,8801,-36.5247515,9110,8802,174.45516217,9110,8805,0.9999,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17902,Bay of Plenty Circuit,9807,8801,-37.45404993,9110,8802,176.27583101,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17903,Poverty Bay Circuit,9807,8801,-38.372893,9110,8802,177.53082906,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17904,Hawkes Bay Circuit,9807,8801,-39.39033455,9110,8802,176.40252499,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17905,Taranaki Circuit,9807,8801,-39.08087299,9110,8802,174.13408423,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17906,Tuhirangi Circuit,9807,8801,-39.30448934,9110,8802,175.38241325,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17907,Wanganui Circuit,9807,8801,-40.14310097,9110,8802,175.29171586,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17908,Wairarapa Circuit,9807,8801,-40.55319175,9110,8802,175.38504588,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17909,Wellington Circuit,9807,8801,-41.18047507,9110,8802,174.46358432,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17910,Collingwood Circuit,9807,8801,-40.42531326,9110,8802,172.40193674,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17911,Nelson Circuit,9807,8801,-41.1628361,9110,8802,173.17575405,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17912,Karamea Circuit,9807,8801,-41.17236815,9110,8802,172.06325015,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17913,Buller Circuit,9807,8801,-41.48388903,9110,8802,171.34525362,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17914,Grey Circuit,9807,8801,-42.20012994,9110,8802,171.32591767,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17915,Amuri Circuit,9807,8801,-42.41208197,9110,8802,173.00364802,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17916,Marlborough Circuit,9807,8801,-41.3240152,9110,8802,173.48074668,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17917,Hokitika Circuit,9807,8801,-42.53107605,9110,8802,170.58479766,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17918,Okarito Circuit,9807,8801,-43.06364613,9110,8802,170.1539333,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17919,Jacksons Bay Circuit,9807,8801,-43.58400904,9110,8802,168.36225612,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17920,Mount Pleasant Circuit,9807,8801,-43.35262953,9110,8802,172.43378969,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17921,Gawler Circuit,9807,8801,-43.44553616,9110,8802,171.21386945,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17922,Timaru Circuit,9807,8801,-44.24079933,9110,8802,171.0326103,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17923,Lindis Peak Circuit,9807,8801,-44.44069647,9110,8802,169.28039183,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17924,Mount Nicholas Circuit,9807,8801,-45.07584493,9110,8802,168.23551083,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17925,Mount York Circuit,9807,8801,-45.33494142,9110,8802,167.44199024,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17926,Observation Point Circuit,9807,8801,-45.48583078,9110,8802,170.37429426,9110,8805,1,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17927,North Taieri Circuit,9807,8801,-45.51414481,9110,8802,170.16573208,9110,8805,0.99996,9201,8806,300000,9001,8807,700000,9001,,,,,,
+17928,Bluff Circuit,9807,8801,-46.36000346,9110,8802,168.20343392,9110,8805,1,9201,8806,300002.66,9001,8807,699999.58,9001,,,,,,
+17931,Mount Eden 2000,9807,8801,-36.5247,9110,8802,174.4551,9110,8805,0.9999,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17932,Bay of Plenty 2000,9807,8801,-37.454,9110,8802,176.2758,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17933,Poverty Bay 2000,9807,8801,-38.3728,9110,8802,177.5308,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17934,Hawkes Bay 2000,9807,8801,-39.3903,9110,8802,176.4025,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17935,Taranaki 2000,9807,8801,-39.0808,9110,8802,174.134,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17936,Tuhirangi 2000,9807,8801,-39.3044,9110,8802,175.3824,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17937,Wanganui 2000,9807,8801,-40.1431,9110,8802,175.2917,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17938,Wairarapa 2000,9807,8801,-40.5531,9110,8802,175.385,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17939,Wellington 2000,9807,8801,-41.1804,9110,8802,174.4635,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17940,Collingwood 2000,9807,8801,-40.4253,9110,8802,172.4019,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17941,Nelson 2000,9807,8801,-41.1628,9110,8802,173.1757,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17942,Karamea 2000,9807,8801,-41.1723,9110,8802,172.0632,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17943,Buller 2000,9807,8801,-41.4838,9110,8802,171.3452,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17944,Grey 2000,9807,8801,-42.2001,9110,8802,171.3259,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17945,Amuri 2000,9807,8801,-42.412,9110,8802,173.0036,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17946,Marlborough 2000,9807,8801,-41.324,9110,8802,173.4807,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17947,Hokitika 2000,9807,8801,-42.531,9110,8802,170.5847,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17948,Okarito 2000,9807,8801,-43.0636,9110,8802,170.1539,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17949,Jacksons Bay 2000,9807,8801,-43.584,9110,8802,168.3622,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17950,Mount Pleasant 2000,9807,8801,-43.3526,9110,8802,172.4337,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17951,Gawler 2000,9807,8801,-43.4455,9110,8802,171.2138,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17952,Timaru 2000,9807,8801,-44.2407,9110,8802,171.0326,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17953,Lindis Peak 2000,9807,8801,-44.4406,9110,8802,169.2803,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17954,Mount Nicholas 2000,9807,8801,-45.0758,9110,8802,168.2355,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17955,Mount York 2000,9807,8801,-45.3349,9110,8802,167.4419,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17956,Observation Point 2000,9807,8801,-45.4858,9110,8802,170.3742,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17957,North Taieri 2000,9807,8801,-45.5141,9110,8802,170.1657,9110,8805,0.99996,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17958,Bluff 2000,9807,8801,-46.36,9110,8802,168.2034,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17959,Chatham Island Circuit 2000,9807,8801,-44,9110,8802,-176.3,9110,8805,1,9201,8806,400000,9001,8807,800000,9001,,,,,,
+17960,Auckland Islands Transverse Mercator 2000,9807,8801,0,9102,8802,166,9102,8805,1,9201,8806,3500000,9001,8807,10000000,9001,,,,,,
+17961,Campbell Island Transverse Mercator 2000,9807,8801,0,9102,8802,169,9102,8805,1,9201,8806,3500000,9001,8807,10000000,9001,,,,,,
+17962,Antipodes Islands Transverse Mercator 2000,9807,8801,0,9102,8802,179,9102,8805,1,9201,8806,3500000,9001,8807,10000000,9001,,,,,,
+17963,Raoul Island Transverse Mercator 2000,9807,8801,0,9102,8802,-178,9102,8805,1,9201,8806,3500000,9001,8807,10000000,9001,,,,,,
+17965,Chatham Islands Transverse Mercator 2000,9807,8801,0,9110,8802,-176.3,9110,8805,1,9201,8806,3500000,9001,8807,10000000,9001,,,,,,
+18001,Austria Gauss-Kruger West Zone,9807,8801,0,9102,8802,28,9102,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+18002,Austria Gauss-Kruger Central Zone,9807,8801,0,9102,8802,31,9102,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+18003,Austria Gauss-Kruger East Zone,9807,8801,0,9102,8802,34,9102,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+18004,Austria Gauss-Kruger West,9807,8801,0,9110,8802,10.2,9110,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+18005,Austria Gauss-Kruger Central,9807,8801,0,9110,8802,13.2,9110,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+18006,Austria Gauss-Kruger East,9807,8801,0,9110,8802,16.2,9110,8805,1,9201,8806,0,9001,8807,-5000000,9001,,,,,,
+18007,Austria Gauss-Kruger M28,9807,8801,0,9110,8802,10.2,9110,8805,1,9201,8806,150000,9001,8807,-5000000,9001,,,,,,
+18008,Austria Gauss-Kruger M31,9807,8801,0,9110,8802,13.2,9110,8805,1,9201,8806,450000,9001,8807,-5000000,9001,,,,,,
+18009,Austria Gauss-Kruger M34,9807,8801,0,9110,8802,16.2,9110,8805,1,9201,8806,750000,9001,8807,-5000000,9001,,,,,,
+18011,"Nord Algerie (ancienne)",9801,8801,40,9105,8802,3,9105,8805,0.999625544,9201,8806,500000,9001,8807,300000,9001,,,,,,
+18012,"Sud Algerie (ancienne)",9801,8801,37,9105,8802,3,9105,8805,0.999625769,9201,8806,500000,9001,8807,300000,9001,,,,,,
+18021,Nord Algerie,9801,8801,40,9105,8802,3,9105,8805,0.999625544,9201,8806,500135,9001,8807,300090,9001,,,,,,
+18022,Sud Algerie,9801,8801,37,9105,8802,3,9105,8805,0.999625769,9201,8806,500135,9001,8807,300090,9001,,,,,,
+18031,Argentina zone 1,9807,8801,-90,9102,8802,-72,9102,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+18032,Argentina zone 2,9807,8801,-90,9102,8802,-69,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+18033,Argentina zone 3,9807,8801,-90,9102,8802,-66,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+18034,Argentina zone 4,9807,8801,-90,9102,8802,-63,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+18035,Argentina zone 5,9807,8801,-90,9102,8802,-60,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+18036,Argentina zone 6,9807,8801,-90,9102,8802,-57,9102,8805,1,9201,8806,6500000,9001,8807,0,9001,,,,,,
+18037,Argentina zone 7,9807,8801,-90,9102,8802,-54,9102,8805,1,9201,8806,7500000,9001,8807,0,9001,,,,,,
+18041,Austria West Zone,9807,8801,0,9102,8802,28,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18042,Austria Central Zone,9807,8801,0,9102,8802,31,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18043,Austria East Zone,9807,8801,0,9102,8802,34,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18044,Austria M28,9807,8801,0,9110,8802,10.2,9110,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+18045,Austria M31,9807,8801,0,9110,8802,13.2,9110,8805,1,9201,8806,450000,9001,8807,0,9001,,,,,,
+18046,Austria M34,9807,8801,0,9110,8802,16.2,9110,8805,1,9201,8806,750000,9001,8807,0,9001,,,,,,
+18047,Austria zone M28,9807,8801,0,9102,8802,28,9102,8805,1,9201,8806,150000,9001,8807,0,9001,,,,,,
+18048,Austria zone M31,9807,8801,0,9102,8802,31,9102,8805,1,9201,8806,450000,9001,8807,0,9001,,,,,,
+18049,Austria zone M34,9807,8801,0,9102,8802,34,9102,8805,1,9201,8806,750000,9001,8807,0,9001,,,,,,
+18051,Colombia West zone,9807,8801,4.355657,9110,8802,-77.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18052,Colombia Bogota zone,9807,8801,4.355657,9110,8802,-74.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18053,Colombia East Central zone,9807,8801,4.355657,9110,8802,-71.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18054,Colombia East zone,9807,8801,4.355657,9110,8802,-68.04513,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18055,Colombia MAGNA Far West zone,9807,8801,4.35463215,9110,8802,-80.04390285,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18056,Colombia MAGNA West zone,9807,8801,4.35463215,9110,8802,-77.04390285,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18057,Colombia MAGNA Bogota zone,9807,8801,4.35463215,9110,8802,-74.04390285,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18058,Colombia MAGNA East Central zone,9807,8801,4.35463215,9110,8802,-71.04390285,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18059,Colombia MAGNA East zone,9807,8801,4.35463215,9110,8802,-68.04390285,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18061,Cuba Norte,9801,8801,22.21,9110,8802,-81,9110,8805,0.99993602,9201,8806,500000,9001,8807,280296.016,9001,,,,,,
+18062,Cuba Sur,9801,8801,20.43,9110,8802,-76.5,9110,8805,0.99994848,9201,8806,500000,9001,8807,229126.939,9001,,,,,,
+18063,Cuba Norte,9802,8821,22.21,9110,8822,-81,9110,8823,23,9110,8824,21.42,9110,8826,500000,9001,8827,280296.016,9001,,,
+18064,Cuba Sur,9802,8821,20.43,9110,8822,-76.5,9110,8823,21.18,9110,8824,20.08,9110,8826,500000,9001,8827,229126.939,9001,,,
+18071,Egypt Blue Belt,9807,8801,30,9102,8802,35,9102,8805,1,9201,8806,300000,9001,8807,1100000,9001,,,,,,
+18072,Egypt Red Belt,9807,8801,30,9102,8802,31,9102,8805,1,9201,8806,615000,9001,8807,810000,9001,,,,,,
+18073,Egypt Purple Belt,9807,8801,30,9102,8802,27,9102,8805,1,9201,8806,700000,9001,8807,200000,9001,,,,,,
+18074,Egypt Extended Purple Belt,9807,8801,30,9102,8802,27,9102,8805,1,9201,8806,700000,9001,8807,1200000,9001,,,,,,
+18081,Lambert zone I,9801,8801,55,9105,8802,0,9105,8805,0.999877341,9201,8806,600000,9001,8807,1200000,9001,,,,,,
+18082,Lambert zone II,9801,8801,52,9105,8802,0,9105,8805,0.99987742,9201,8806,600000,9001,8807,2200000,9001,,,,,,
+18083,Lambert zone III,9801,8801,49,9105,8802,0,9105,8805,0.999877499,9201,8806,600000,9001,8807,3200000,9001,,,,,,
+18084,Lambert zone IV,9801,8801,46.85,9105,8802,0,9105,8805,0.99994471,9201,8806,234.358,9001,8807,4185861.369,9001,,,,,,
+18085,Lambert-93,9802,8821,46.3,9110,8822,3,9110,8823,49,9110,8824,44,9110,8826,700000,9001,8827,6600000,9001,,,
+18086,France EuroLambert,9801,8801,46.48,9110,8802,2.2014025,9110,8805,0.99987742,9201,8806,600000,9001,8807,2200000,9001,,,,,,
+18091,Lambert Nord France,9801,8801,55,9105,8802,0,9105,8805,0.999877341,9201,8806,600000,9001,8807,200000,9001,,,,,,
+18092,Lambert Centre France,9801,8801,52,9105,8802,0,9105,8805,0.99987742,9201,8806,600000,9001,8807,200000,9001,,,,,,
+18093,Lambert Sud France,9801,8801,49,9105,8802,0,9105,8805,0.999877499,9201,8806,600000,9001,8807,200000,9001,,,,,,
+18094,Lambert Corse,9801,8801,46.85,9105,8802,0,9105,8805,0.99994471,9201,8806,234.358,9001,8807,185861.369,9001,,,,,,
+18101,France Conic Conformal zone 1,9802,8821,42,9102,8822,3,9102,8823,41.25,9102,8824,42.75,9102,8826,1700000,9001,8827,1200000,9001,,,
+18102,France Conic Conformal zone 2,9802,8821,43,9102,8822,3,9102,8823,42.25,9102,8824,43.75,9102,8826,1700000,9001,8827,2200000,9001,,,
+18103,France Conic Conformal zone 3,9802,8821,44,9102,8822,3,9102,8823,43.25,9102,8824,44.75,9102,8826,1700000,9001,8827,3200000,9001,,,
+18104,France Conic Conformal zone 4,9802,8821,45,9102,8822,3,9102,8823,44.25,9102,8824,45.75,9102,8826,1700000,9001,8827,4200000,9001,,,
+18105,France Conic Conformal zone 5,9802,8821,46,9102,8822,3,9102,8823,45.25,9102,8824,46.75,9102,8826,1700000,9001,8827,5200000,9001,,,
+18106,France Conic Conformal zone 6,9802,8821,47,9102,8822,3,9102,8823,46.25,9102,8824,47.75,9102,8826,1700000,9001,8827,6200000,9001,,,
+18107,France Conic Conformal zone 7,9802,8821,48,9102,8822,3,9102,8823,47.25,9102,8824,48.75,9102,8826,1700000,9001,8827,7200000,9001,,,
+18108,France Conic Conformal zone 8,9802,8821,49,9102,8822,3,9102,8823,48.25,9102,8824,49.75,9102,8826,1700000,9001,8827,8200000,9001,,,
+18109,France Conic Conformal zone 9,9802,8821,50,9102,8822,3,9102,8823,49.25,9102,8824,50.75,9102,8826,1700000,9001,8827,9200000,9001,,,
+18110,India zone 0,9801,8801,39.3,9110,8802,68,9110,8805,0.99846154,9201,8806,2355500,9084,8807,2590000,9084,,,,,,
+18111,India zone I,9801,8801,32.3,9110,8802,68,9110,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+18112,India zone IIa,9801,8801,26,9102,8802,74,9102,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+18113,India zone IIb,9801,8801,26,9102,8802,90,9102,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+18114,India zone IIIa,9801,8801,19,9102,8802,80,9102,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+18115,India zone IIIb,9801,8801,19,9102,8802,100,9102,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+18116,India zone IVa,9801,8801,12,9102,8802,80,9102,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+18117,India zone IVb,9801,8801,12,9102,8802,100,9102,8805,0.99878641,9201,8806,3000000,9084,8807,1000000,9084,,,,,,
+18121,Italy zone 1,9807,8801,0,9102,8802,9,9102,8805,0.9996,9201,8806,1500000,9001,8807,0,9001,,,,,,
+18122,Italy zone 2,9807,8801,0,9102,8802,15,9102,8805,0.9996,9201,8806,2520000,9001,8807,0,9001,,,,,,
+18131,Nord Maroc,9801,8801,37,9105,8802,-6,9105,8805,0.999625769,9201,8806,500000,9001,8807,300000,9001,,,,,,
+18132,Sud Maroc,9801,8801,33,9105,8802,-6,9105,8805,0.999615596,9201,8806,500000,9001,8807,300000,9001,,,,,,
+18133,Sahara,9801,8801,29,9105,8802,-6,9105,8805,0.9996,9201,8806,1200000,9001,8807,400000,9001,,,,,,
+18134,Sahara Nord,9801,8801,29,9105,8802,-6,9105,8805,0.999616304,9201,8806,1200000,9001,8807,400000,9001,,,,,,
+18135,Sahara Sud,9801,8801,25,9105,8802,-6,9105,8805,0.999616437,9201,8806,1500000,9001,8807,400000,9001,,,,,,
+18141,New Zealand North Island National Grid,9807,8801,-39,9110,8802,175.3,9110,8805,1,9201,8806,300000,9040,8807,400000,9040,,,,,,
+18142,New Zealand South Island National Grid,9807,8801,-44,9110,8802,171.3,9110,8805,1,9201,8806,500000,9040,8807,500000,9040,,,,,,
+18151,Nigeria West Belt,9807,8801,4,9110,8802,4.3,9110,8805,0.99975,9201,8806,230738.26,9001,8807,0,9001,,,,,,
+18152,Nigeria Mid Belt,9807,8801,4,9110,8802,8.3,9110,8805,0.99975,9201,8806,670553.98,9001,8807,0,9001,,,,,,
+18153,Nigeria East Belt,9807,8801,4,9110,8802,12.3,9110,8805,0.99975,9201,8806,1110369.7,9001,8807,0,9001,,,,,,
+18161,Peru west zone,9807,8801,-6,9110,8802,-80.3,9110,8805,0.99983008,9201,8806,222000,9001,8807,1426834.743,9001,,,,,,
+18162,Peru central zone,9807,8801,-9.3,9110,8802,-76,9110,8805,0.99932994,9201,8806,720000,9001,8807,1039979.159,9001,,,,,,
+18163,Peru east zone,9807,8801,-9.3,9110,8802,-70.3,9110,8805,0.99952992,9201,8806,1324000,9001,8807,1040084.558,9001,,,,,,
+18171,Philippines zone I,9807,8801,0,9102,8802,117,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+18172,Philippines zone II,9807,8801,0,9102,8802,119,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+18173,Philippines zone III,9807,8801,0,9102,8802,121,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+18174,Philippines zone IV,9807,8801,0,9102,8802,123,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+18175,Philippines zone V,9807,8801,0,9102,8802,125,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+18180,Finland zone 0,9807,8801,0,9102,8802,18,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18181,Nord Tunisie,9801,8801,40,9105,8802,11,9105,8805,0.999625544,9201,8806,500000,9001,8807,300000,9001,,,,,,
+18182,Sud Tunisie,9801,8801,37,9105,8802,11,9105,8805,0.999625769,9201,8806,500000,9001,8807,300000,9001,,,,,,
+18183,Finland ETRS-GK19,9807,8801,0,9102,8802,19,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18184,Finland ETRS-GK20,9807,8801,0,9102,8802,20,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18185,Finland ETRS-GK21,9807,8801,0,9102,8802,21,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18186,Finland ETRS-GK22,9807,8801,0,9102,8802,22,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18187,Finland ETRS-GK23,9807,8801,0,9102,8802,23,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
18188,Finland ETRS-GK24,9807,8801,0,9102,8802,24,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
-18189,Finland ETRS-GK25,9807,8807,0,9001,8802,25,9102,8801,0,9102,8805,1,9201,8806,500000,9001,,,,,,
-18190,Finland ETRS-GK26,9807,8806,500000,9001,8802,26,9102,8807,0,9001,8805,1,9201,8801,0,9102,,,,,,
-18191,Finland zone 1,9807,8807,0,9001,8802,21,9102,8801,0,9102,8806,1500000,9001,8805,1,9201,,,,,,
-18192,Finland zone 2,9807,8801,0,9102,8806,2500000,9001,8802,24,9102,8807,0,9001,8805,1,9201,,,,,,
-18193,Finland Uniform Coordinate System,9807,8801,0,9102,8807,0,9001,8805,1,9201,8806,3500000,9001,8802,27,9102,,,,,,
-18194,Finland zone 4,9807,8801,0,9102,8805,1,9201,8807,0,9001,8802,30,9102,8806,4500000,9001,,,,,,
-18195,Finland ETRS-GK27,9807,8801,0,9102,8807,0,9001,8802,27,9102,8806,500000,9001,8805,1,9201,,,,,,
-18196,Finland ETRS-GK28,9807,8802,28,9102,8801,0,9102,8806,500000,9001,8807,0,9001,8805,1,9201,,,,,,
-18197,Finland ETRS-GK29,9807,8806,500000,9001,8805,1,9201,8807,0,9001,8802,29,9102,8801,0,9102,,,,,,
-18198,Finland ETRS-GK30,9807,8805,1,9201,8802,30,9102,8806,500000,9001,8801,0,9102,8807,0,9001,,,,,,
-18199,Finland ETRS-GK31,9807,8806,500000,9001,8807,0,9001,8802,31,9102,8801,0,9102,8805,1,9201,,,,,,
-18201,Palestine Grid,9806,8801,31.4402749,9110,8806,170251.555,9001,8807,126867.909,9001,8802,35.124349,9110,,,,,,,,,
-18202,Palestine Belt,9807,8802,35.124349,9110,8801,31.4402749,9110,8807,1126867.909,9001,8805,1,9201,8806,170251.555,9001,,,,,,
-18203,Israeli CS,9806,8806,170251.555,9001,8807,1126867.909,9001,8801,31.4402749,9110,8802,35.124349,9110,,,,,,,,,
-18204,Israeli TM,9807,8807,626907.39,9001,8802,35.1216261,9110,8801,31.4403817,9110,8806,219529.584,9001,8805,1.0000067,9201,,,,,,
-18205,Finland zone 5,9807,8805,1,9201,8806,5500000,9001,8807,0,9001,8801,0,9102,8802,33,9102,,,,,,
-18211,Guatemala Norte,9801,8807,292209.579,9001,8805,0.99992226,9201,8801,16.49,9110,8806,500000,9001,8802,-90.2,9110,,,,,,
-18212,Guatemala Sur,9801,8802,-90.2,9110,8801,14.54,9110,8807,325992.681,9001,8805,0.99989906,9201,8806,500000,9001,,,,,,
-18221,NGO zone I,9807,8806,0,9001,8807,0,9001,8802,-4.4,9110,8801,58,9110,8805,1,9201,,,,,,
-18222,NGO zone II,9807,8807,0,9001,8801,58,9110,8802,-2.2,9110,8806,0,9001,8805,1,9201,,,,,,
-18223,NGO zone III,9807,8805,1,9201,8802,0,9110,8801,58,9110,8807,0,9001,8806,0,9001,,,,,,
-18224,NGO zone IV,9807,8807,0,9001,8801,58,9110,8806,0,9001,8805,1,9201,8802,2.3,9110,,,,,,
-18225,NGO zone V,9807,8801,58,9110,8802,6.1,9110,8807,0,9001,8805,1,9201,8806,0,9001,,,,,,
-18226,NGO zone VI,9807,8801,58,9110,8805,1,9201,8806,0,9001,8807,0,9001,8802,10.1,9110,,,,,,
-18227,NGO zone VII,9807,8802,14.1,9110,8807,0,9001,8805,1,9201,8806,0,9001,8801,58,9110,,,,,,
-18228,NGO zone VIII,9807,8802,18.2,9110,8801,58,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
-18231,"India zone I (1975 metres)",9801,8801,32.3,9110,8802,68,9110,8807,914398.5,9001,8806,2743195.5,9001,8805,0.99878641,9201,,,,,,
-18232,"India zone IIa (1975 metres)",9801,8806,2743195.5,9001,8801,26,9102,8802,74,9102,8805,0.99878641,9201,8807,914398.5,9001,,,,,,
-18233,"India zone IIIa (1975 metres)",9801,8802,80,9102,8801,19,9102,8806,2743195.5,9001,8805,0.99878641,9201,8807,914398.5,9001,,,,,,
-18234,"India zone IVa (1975 metres)",9801,8806,2743195.5,9001,8802,80,9102,8801,12,9102,8807,914398.5,9001,8805,0.99878641,9201,,,,,,
-18235,"India zone IIb (1975 metres)",9801,8802,90,9102,8805,0.99878641,9201,8806,2743195.5,9001,8801,26,9102,8807,914398.5,9001,,,,,,
-18236,"India zone I (1962 metres)",9801,8807,914398.8,9001,8806,2743196.4,9001,8805,0.99878641,9201,8801,32.3,9110,8802,68,9110,,,,,,
-18237,"India zone IIa (1962 metres)",9801,8805,0.99878641,9201,8802,74,9102,8807,914398.8,9001,8801,26,9102,8806,2743196.4,9001,,,,,,
-18238,"India zone IIb (1937 metres)",9801,8802,90,9102,8801,26,9102,8805,0.99878641,9201,8807,914395.23,9001,8806,2743185.69,9001,,,,,,
-18240,Libya zone 5,9807,8806,200000,9001,8807,0,9001,8805,0.9999,9201,8801,0,9102,8802,9,9102,,,,,,
-18241,Libya zone 6,9807,8802,11,9102,8807,0,9001,8805,0.9999,9201,8806,200000,9001,8801,0,9102,,,,,,
-18242,Libya zone 7,9807,8807,0,9001,8806,200000,9001,8805,0.9999,9201,8801,0,9102,8802,13,9102,,,,,,
-18243,Libya zone 8,9807,8801,0,9102,8806,200000,9001,8805,0.9999,9201,8807,0,9001,8802,15,9102,,,,,,
-18244,Libya zone 9,9807,8802,17,9102,8807,0,9001,8801,0,9102,8805,0.9999,9201,8806,200000,9001,,,,,,
-18245,Libya zone 10,9807,8801,0,9102,8806,200000,9001,8802,19,9102,8805,0.9999,9201,8807,0,9001,,,,,,
-18246,Libya zone 11,9807,8807,0,9001,8801,0,9102,8802,21,9102,8806,200000,9001,8805,0.9999,9201,,,,,,
-18247,Libya zone 12,9807,8807,0,9001,8805,0.9999,9201,8802,23,9102,8801,0,9102,8806,200000,9001,,,,,,
-18248,Libya zone 13,9807,8801,0,9102,8806,200000,9001,8802,25,9102,8807,0,9001,8805,0.9999,9201,,,,,,
-18251,Korea East Belt,9807,8801,38,9102,8806,200000,9001,8802,129,9102,8805,1,9201,8807,500000,9001,,,,,,
-18252,Korea Central Belt,9807,8807,500000,9001,8806,200000,9001,8802,127,9102,8805,1,9201,8801,38,9102,,,,,,
-18253,Korea West Belt,9807,8807,500000,9001,8802,125,9102,8801,38,9102,8805,1,9201,8806,200000,9001,,,,,,
-18260,"Maracaibo Grid (M1)",9801,8801,10.1,9110,8807,-52684.972,9001,8802,-71.3620224,9110,8805,1,9201,8806,0,9001,,,,,,
-18261,Maracaibo Grid,9801,8802,-71.3620224,9110,8801,10.1,9110,8806,200000,9001,8807,147315.028,9001,8805,1,9201,,,,,,
-18262,"Maracaibo Grid (M3)",9801,8801,10.1,9110,8807,447315.028,9001,8805,1,9201,8802,-71.3620224,9110,8806,500000,9001,,,,,,
-18263,Maracaibo La Rosa Grid,9801,8807,-23139.97,9001,8801,10.1,9110,8802,-71.3620224,9110,8806,-17044,9001,8805,1,9201,,,,,,
-18275,Balkans zone 5,9807,8802,15,9102,8805,0.9999,9201,8806,5500000,9001,8801,0,9102,8807,0,9001,,,,,,
-18276,Balkans zone 6,9807,8805,0.9999,9201,8802,18,9102,8806,6500000,9001,8807,0,9001,8801,0,9102,,,,,,
-18277,Balkans zone 7,9807,8807,0,9001,8805,0.9999,9201,8801,0,9102,8802,21,9102,8806,7500000,9001,,,,,,
-18278,Balkans zone 8,9807,8807,0,9001,8802,24,9102,8801,0,9102,8806,8500000,9001,8805,0.9999,9201,,,,,,
-18280,Poland zone I,9809,8801,50.373,9110,8805,0.9998,9201,8806,4637000,9001,8802,21.05,9110,8807,5467000,9001,,,,,,
-18281,Poland zone I,9809,8801,50.373,9110,8806,4637000,9001,8802,21.05,9110,8807,5647000,9001,8805,0.9998,9201,,,,,,
-18282,Poland zone II,9809,8806,4603000,9001,8802,21.301,9110,8801,53.0007,9110,8807,5806000,9001,8805,0.9998,9201,,,,,,
+18189,Finland ETRS-GK25,9807,8801,0,9102,8802,25,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18190,Finland ETRS-GK26,9807,8801,0,9102,8802,26,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18191,Finland zone 1,9807,8801,0,9102,8802,21,9102,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+18192,Finland zone 2,9807,8801,0,9102,8802,24,9102,8805,1,9201,8806,2500000,9001,8807,0,9001,,,,,,
+18193,Finland Uniform Coordinate System,9807,8801,0,9102,8802,27,9102,8805,1,9201,8806,3500000,9001,8807,0,9001,,,,,,
+18194,Finland zone 4,9807,8801,0,9102,8802,30,9102,8805,1,9201,8806,4500000,9001,8807,0,9001,,,,,,
+18195,Finland ETRS-GK27,9807,8801,0,9102,8802,27,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18196,Finland ETRS-GK28,9807,8801,0,9102,8802,28,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18197,Finland ETRS-GK29,9807,8801,0,9102,8802,29,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18198,Finland ETRS-GK30,9807,8801,0,9102,8802,30,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18199,Finland ETRS-GK31,9807,8801,0,9102,8802,31,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+18201,Palestine Grid,9806,8801,31.4402749,9110,8802,35.124349,9110,8806,170251.555,9001,8807,126867.909,9001,,,,,,,,,
+18202,Palestine Belt,9807,8801,31.4402749,9110,8802,35.124349,9110,8805,1,9201,8806,170251.555,9001,8807,1126867.909,9001,,,,,,
+18203,Israeli CS,9806,8801,31.4402749,9110,8802,35.124349,9110,8806,170251.555,9001,8807,1126867.909,9001,,,,,,,,,
+18204,Israeli TM,9807,8801,31.4403817,9110,8802,35.1216261,9110,8805,1.0000067,9201,8806,219529.584,9001,8807,626907.39,9001,,,,,,
+18205,Finland zone 5,9807,8801,0,9102,8802,33,9102,8805,1,9201,8806,5500000,9001,8807,0,9001,,,,,,
+18211,Guatemala Norte,9801,8801,16.49,9110,8802,-90.2,9110,8805,0.99992226,9201,8806,500000,9001,8807,292209.579,9001,,,,,,
+18212,Guatemala Sur,9801,8801,14.54,9110,8802,-90.2,9110,8805,0.99989906,9201,8806,500000,9001,8807,325992.681,9001,,,,,,
+18221,NGO zone I,9807,8801,58,9110,8802,-4.4,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18222,NGO zone II,9807,8801,58,9110,8802,-2.2,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18223,NGO zone III,9807,8801,58,9110,8802,0,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18224,NGO zone IV,9807,8801,58,9110,8802,2.3,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18225,NGO zone V,9807,8801,58,9110,8802,6.1,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18226,NGO zone VI,9807,8801,58,9110,8802,10.1,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18227,NGO zone VII,9807,8801,58,9110,8802,14.1,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18228,NGO zone VIII,9807,8801,58,9110,8802,18.2,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18231,"India zone I (1975 metres)",9801,8801,32.3,9110,8802,68,9110,8805,0.99878641,9201,8806,2743195.5,9001,8807,914398.5,9001,,,,,,
+18232,"India zone IIa (1975 metres)",9801,8801,26,9102,8802,74,9102,8805,0.99878641,9201,8806,2743195.5,9001,8807,914398.5,9001,,,,,,
+18233,"India zone IIIa (1975 metres)",9801,8801,19,9102,8802,80,9102,8805,0.99878641,9201,8806,2743195.5,9001,8807,914398.5,9001,,,,,,
+18234,"India zone IVa (1975 metres)",9801,8801,12,9102,8802,80,9102,8805,0.99878641,9201,8806,2743195.5,9001,8807,914398.5,9001,,,,,,
+18235,"India zone IIb (1975 metres)",9801,8801,26,9102,8802,90,9102,8805,0.99878641,9201,8806,2743195.5,9001,8807,914398.5,9001,,,,,,
+18236,"India zone I (1962 metres)",9801,8801,32.3,9110,8802,68,9110,8805,0.99878641,9201,8806,2743196.4,9001,8807,914398.8,9001,,,,,,
+18237,"India zone IIa (1962 metres)",9801,8801,26,9102,8802,74,9102,8805,0.99878641,9201,8806,2743196.4,9001,8807,914398.8,9001,,,,,,
+18238,"India zone IIb (1937 metres)",9801,8801,26,9102,8802,90,9102,8805,0.99878641,9201,8806,2743185.69,9001,8807,914395.23,9001,,,,,,
+18240,Libya zone 5,9807,8801,0,9102,8802,9,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+18241,Libya zone 6,9807,8801,0,9102,8802,11,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+18242,Libya zone 7,9807,8801,0,9102,8802,13,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+18243,Libya zone 8,9807,8801,0,9102,8802,15,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+18244,Libya zone 9,9807,8801,0,9102,8802,17,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+18245,Libya zone 10,9807,8801,0,9102,8802,19,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+18246,Libya zone 11,9807,8801,0,9102,8802,21,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+18247,Libya zone 12,9807,8801,0,9102,8802,23,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+18248,Libya zone 13,9807,8801,0,9102,8802,25,9102,8805,0.9999,9201,8806,200000,9001,8807,0,9001,,,,,,
+18251,Korea East Belt,9807,8801,38,9102,8802,129,9102,8805,1,9201,8806,200000,9001,8807,500000,9001,,,,,,
+18252,Korea Central Belt,9807,8801,38,9102,8802,127,9102,8805,1,9201,8806,200000,9001,8807,500000,9001,,,,,,
+18253,Korea West Belt,9807,8801,38,9102,8802,125,9102,8805,1,9201,8806,200000,9001,8807,500000,9001,,,,,,
+18260,"Maracaibo Grid (M1)",9801,8801,10.1,9110,8802,-71.3620224,9110,8805,1,9201,8806,0,9001,8807,-52684.972,9001,,,,,,
+18261,Maracaibo Grid,9801,8801,10.1,9110,8802,-71.3620224,9110,8805,1,9201,8806,200000,9001,8807,147315.028,9001,,,,,,
+18262,"Maracaibo Grid (M3)",9801,8801,10.1,9110,8802,-71.3620224,9110,8805,1,9201,8806,500000,9001,8807,447315.028,9001,,,,,,
+18263,Maracaibo La Rosa Grid,9801,8801,10.1,9110,8802,-71.3620224,9110,8805,1,9201,8806,-17044,9001,8807,-23139.97,9001,,,,,,
+18275,Balkans zone 5,9807,8801,0,9102,8802,15,9102,8805,0.9999,9201,8806,5500000,9001,8807,0,9001,,,,,,
+18276,Balkans zone 6,9807,8801,0,9102,8802,18,9102,8805,0.9999,9201,8806,6500000,9001,8807,0,9001,,,,,,
+18277,Balkans zone 7,9807,8801,0,9102,8802,21,9102,8805,0.9999,9201,8806,7500000,9001,8807,0,9001,,,,,,
+18278,Balkans zone 8,9807,8801,0,9102,8802,24,9102,8805,0.9999,9201,8806,8500000,9001,8807,0,9001,,,,,,
+18280,Poland zone I,9809,8801,50.373,9110,8802,21.05,9110,8805,0.9998,9201,8806,4637000,9001,8807,5467000,9001,,,,,,
+18281,Poland zone I,9809,8801,50.373,9110,8802,21.05,9110,8805,0.9998,9201,8806,4637000,9001,8807,5647000,9001,,,,,,
+18282,Poland zone II,9809,8801,53.0007,9110,8802,21.301,9110,8805,0.9998,9201,8806,4603000,9001,8807,5806000,9001,,,,,,
18283,Poland zone III,9809,8801,53.35,9110,8802,17.003,9110,8805,0.9998,9201,8806,3501000,9001,8807,5999000,9001,,,,,,
-18284,Poland zone IV,9809,8801,51.4015,9110,8807,5627000,9001,8805,0.9998,9201,8802,16.402,9110,8806,3703000,9001,,,,,,
-18285,Poland zone V,9807,8805,0.999983,9201,8806,237000,9001,8801,0,9110,8802,18.573,9110,8807,-4700000,9001,,,,,,
-18286,GUGiK-80,9809,8802,19.1,9110,8806,500000,9001,8805,0.999714,9201,8807,500000,9001,8801,52.1,9110,,,,,,
-18300,Poland CS92,9807,8802,19,9102,8801,0,9102,8805,0.9993,9201,8806,500000,9001,8807,-5300000,9001,,,,,,
-18305,Poland CS2000 zone 5,9807,8805,0.999923,9201,8801,0,9102,8806,5500000,9001,8802,15,9102,8807,0,9001,,,,,,
-18306,Poland CS2000 zone 6,9807,8802,18,9102,8805,0.999923,9201,8806,6500000,9001,8807,0,9001,8801,0,9102,,,,,,
-18307,Poland CS2000 zone 7,9807,8801,0,9102,8807,0,9001,8802,21,9102,8806,7500000,9001,8805,0.999923,9201,,,,,,
-18308,Poland CS2000 zone 8,9807,8805,0.999923,9201,8801,0,9102,8802,24,9102,8807,0,9001,8806,8500000,9001,,,,,,
-18310,Libya TM zone 5,9807,8806,200000,9001,8807,0,9001,8801,0,9102,8802,9,9102,8805,0.99995,9201,,,,,,
-18311,Libya TM zone 6,9807,8805,0.99995,9201,8801,0,9102,8807,0,9001,8802,11,9102,8806,200000,9001,,,,,,
-18312,Libya TM zone 7,9807,8807,0,9001,8805,0.99995,9201,8806,200000,9001,8802,13,9102,8801,0,9102,,,,,,
-18313,Libya TM zone 8,9807,8805,0.99995,9201,8807,0,9001,8801,0,9102,8806,200000,9001,8802,15,9102,,,,,,
-18314,Libya TM zone 9,9807,8806,200000,9001,8807,0,9001,8802,17,9102,8805,0.99995,9201,8801,0,9102,,,,,,
-18315,Libya TM zone 10,9807,8801,0,9102,8802,19,9102,8807,0,9001,8805,0.99995,9201,8806,200000,9001,,,,,,
-18316,Libya TM zone 11,9807,8807,0,9001,8806,200000,9001,8802,21,9102,8805,0.99995,9201,8801,0,9102,,,,,,
+18284,Poland zone IV,9809,8801,51.4015,9110,8802,16.402,9110,8805,0.9998,9201,8806,3703000,9001,8807,5627000,9001,,,,,,
+18285,Poland zone V,9807,8801,0,9110,8802,18.573,9110,8805,0.999983,9201,8806,237000,9001,8807,-4700000,9001,,,,,,
+18286,GUGiK-80,9809,8801,52.1,9110,8802,19.1,9110,8805,0.999714,9201,8806,500000,9001,8807,500000,9001,,,,,,
+18300,Poland CS92,9807,8801,0,9102,8802,19,9102,8805,0.9993,9201,8806,500000,9001,8807,-5300000,9001,,,,,,
+18305,Poland CS2000 zone 5,9807,8801,0,9102,8802,15,9102,8805,0.999923,9201,8806,5500000,9001,8807,0,9001,,,,,,
+18306,Poland CS2000 zone 6,9807,8801,0,9102,8802,18,9102,8805,0.999923,9201,8806,6500000,9001,8807,0,9001,,,,,,
+18307,Poland CS2000 zone 7,9807,8801,0,9102,8802,21,9102,8805,0.999923,9201,8806,7500000,9001,8807,0,9001,,,,,,
+18308,Poland CS2000 zone 8,9807,8801,0,9102,8802,24,9102,8805,0.999923,9201,8806,8500000,9001,8807,0,9001,,,,,,
+18310,Libya TM zone 5,9807,8801,0,9102,8802,9,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+18311,Libya TM zone 6,9807,8801,0,9102,8802,11,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+18312,Libya TM zone 7,9807,8801,0,9102,8802,13,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+18313,Libya TM zone 8,9807,8801,0,9102,8802,15,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+18314,Libya TM zone 9,9807,8801,0,9102,8802,17,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+18315,Libya TM zone 10,9807,8801,0,9102,8802,19,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+18316,Libya TM zone 11,9807,8801,0,9102,8802,21,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
18317,Libya TM zone 12,9807,8801,0,9102,8802,23,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
-18318,Libya TM zone 13,9807,8801,0,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,8802,25,9102,,,,,,
-18319,Libya TM,9807,8807,0,9001,8805,0.9965,9201,8802,17,9102,8806,1000000,9001,8801,0,9102,,,,,,
-18401,Kp2000 Jylland og Fyn,9807,8805,0.99995,9201,8801,0,9110,8807,0,9001,8802,9.3,9110,8806,200000,9001,,,,,,
-18402,Kp2000 Sjaelland,9807,8806,500000,9001,8801,0,9102,8807,0,9001,8805,0.99995,9201,8802,12,9102,,,,,,
-18403,Kp2000 Bornholm,9807,8802,15,9102,8801,0,9102,8805,1,9201,8807,0,9001,8806,900000,9001,,,,,,
-18411,French West Africa Senegal zone,9807,8805,0.999,9201,8801,0,9110,8802,-13.3,9110,8807,1000000,9001,8806,1000000,9001,,,,,,
-18412,French West Africa Ivory Coast zone,9807,8805,0.999,9201,8802,-6.3,9110,8806,1000000,9001,8801,0,9110,8807,1000000,9001,,,,,,
-18413,French West Africa Dahomey zone,9807,8801,0,9110,8805,0.999,9201,8806,1000000,9001,8807,1000000,9001,8802,0.3,9110,,,,,,
-18414,French West Africa Niger zone,9807,8806,1000000,9001,8802,7.3,9110,8805,0.999,9201,8801,0,9110,8807,1000000,9001,,,,,,
-18415,French Equatorial Africa west zone,9807,8807,1000000,9001,8806,1000000,9001,8802,10.3,9110,8801,0,9110,8805,0.999,9201,,,,,,
-18416,French Equatorial Africa central zone,9807,8801,0,9110,8807,1000000,9001,8802,17.4,9110,8805,0.999,9201,8806,1000000,9001,,,,,,
-18417,French Equatorial Africa east zone,9807,8807,1000000,9001,8801,0,9110,8805,0.999,9201,8802,24.3,9110,8806,1000000,9001,,,,,,
-18421,Greenland zone 1 east,9826,8801,82.3,9110,8806,0,9001,8807,0,9001,8802,-40,9110,8805,1,9201,,,,,,
-18422,Greenland zone 2 east,9826,8805,1,9201,8806,0,9001,8801,79.3,9110,8807,0,9001,8802,-24,9110,,,,,,
-18423,Greenland zone 3 east,9826,8805,1,9201,8801,76.3,9110,8802,-20,9110,8806,0,9001,8807,0,9001,,,,,,
-18424,Greenland zone 4 east,9826,8802,-24,9110,8807,0,9001,8806,0,9001,8805,1,9201,8801,73.3,9110,,,,,,
-18425,Greenland zone 5 east,9826,8801,70.3,9110,8807,0,9001,8805,1,9201,8802,-24,9110,8806,0,9001,,,,,,
-18426,Greenland zone 6 east,9826,8807,0,9001,8802,-32,9110,8801,67.3,9110,8805,1,9201,8806,0,9001,,,,,,
-18427,Greenland zone 7 east,9826,8807,0,9001,8802,-40,9110,8801,64.3,9110,8806,0,9001,8805,1,9201,,,,,,
-18428,Greenland zone 8 east,9826,8807,0,9001,8802,-48,9110,8801,61.3,9110,8806,0,9001,8805,1,9201,,,,,,
-18432,Greenland zone 2 west,9826,8801,79.3,9110,8805,1,9201,8802,-64,9110,8806,0,9001,8807,0,9001,,,,,,
-18433,Greenland zone 3 west,9826,8802,-64,9110,8807,0,9001,8801,76.3,9110,8806,0,9001,8805,1,9201,,,,,,
-18434,Greenland zone 4 west,9826,8806,0,9001,8802,-52,9110,8805,1,9201,8801,73.3,9110,8807,0,9001,,,,,,
-18435,Greenland zone 5 west,9826,8807,0,9001,8805,1,9201,8801,70.3,9110,8802,-52,9110,8806,0,9001,,,,,,
-18436,Greenland zone 6 west,9826,8806,0,9001,8801,67.3,9110,8807,0,9001,8805,1,9201,8802,-52,9110,,,,,,
-18437,Greenland zone 7 west,9826,8807,0,9001,8805,1,9201,8806,0,9001,8802,-52,9110,8801,64.3,9110,,,,,,
-18441,CS63 zone A1,9807,8801,0.07,9110,8805,1,9201,8807,0,9001,8806,1300000,9001,8802,41.32,9110,,,,,,
-18442,CS63 zone A2,9807,8807,0,9001,8801,0.07,9110,8806,2300000,9001,8802,44.32,9110,8805,1,9201,,,,,,
-18443,CS63 zone A3,9807,8801,0.07,9110,8805,1,9201,8807,0,9001,8802,47.32,9110,8806,3300000,9001,,,,,,
-18444,CS63 zone A4,9807,8801,0.07,9110,8805,1,9201,8807,0,9001,8802,50.32,9110,8806,4300000,9001,,,,,,
-18446,CS63 zone K2,9807,8807,0,9001,8805,1,9201,8802,50.46,9110,8806,2300000,9001,8801,0.08,9110,,,,,,
-18447,CS63 zone K3,9807,8802,53.46,9110,8801,0.08,9110,8806,3300000,9001,8805,1,9201,8807,0,9001,,,,,,
-18448,CS63 zone K4,9807,8801,0.08,9110,8802,56.46,9110,8806,4300000,9001,8805,1,9201,8807,0,9001,,,,,,
-18450,CS63 zone C0,9807,8807,0,9001,8805,1,9201,8802,21.57,9110,8801,0.06,9110,8806,250000,9001,,,,,,
-18451,CS63 zone C1,9807,8807,0,9001,8805,1,9201,8806,1250000,9001,8802,24.57,9110,8801,0.06,9110,,,,,,
-18452,CS63 zone C2,9807,8801,0.06,9110,8806,2250000,9001,8807,0,9001,8802,27.57,9110,8805,1,9201,,,,,,
-19854,South Georgia Lambert,9802,8821,-55,9102,8824,-54.45,9110,8826,0,9001,8822,-37,9102,8823,-54,9110,8827,0,9001,,,
-19855,Mercator 41,9804,8806,0,9001,8801,-41,9102,8802,100,9102,8807,0,9001,8805,1,9201,,,,,,
-19856,TM Reunion,9807,8806,160000,9001,8801,-21.07,9110,8807,50000,9001,8802,55.32,9110,8805,1,9201,,,,,,
-19857,Northwest Territories Lambert,9802,8822,-112,9102,8824,70,9102,8827,0,9001,8823,62,9102,8826,0,9001,8821,0,9102,,,
-19858,Yukon Albers,9822,8824,68,9110,8821,59,9110,8823,61.4,9110,8827,500000,9001,8822,-132.3,9110,8826,500000,9001,,,
-19859,Fiji Map Grid,9807,8801,-17,9110,8806,2000000,9001,8807,4000000,9001,8802,178.45,9110,8805,0.99985,9201,,,,,,
-19860,Jamaica Metric Grid 2001,9801,8802,-77,9102,8806,750000,9001,8805,1,9201,8807,650000,9001,8801,18,9102,,,,,,
-19861,Laborde Grid,9813,8811,-21,9105,8807,800000,9001,8806,400000,9001,8815,0.9995,9201,8813,21,9105,8812,49,9105,,,
-19862,Belgian Lambert 2005,9802,8824,51.1,9110,8827,166262,9001,8821,50.4752134,9110,8823,49.5,9110,8822,4.2133177,9110,8826,150328,9001,,,
-19863,South China Sea Lambert,9802,8826,500000,9001,8821,21,9102,8823,18,9102,8827,500000,9001,8822,114,9102,8824,24,9102,,,
-19864,Singapore Transverse Mercator,9807,8802,103.5,9110,8807,38744.572,9001,8801,1.22,9110,8806,28001.642,9001,8805,1,9201,,,,,,
-19865,US NSIDC Sea Ice polar stereographic north,9829,8806,0,9001,8807,0,9001,8833,-45,9102,8832,70,9102,,,,,,,,,
-19866,US NSIDC Sea Ice polar stereographic south,9829,8807,0,9001,8833,0,9102,8806,0,9001,8832,-70,9102,,,,,,,,,
-19867,US NSIDC Equal Area north projection,9821,8828,90,9102,8806,0,9001,8807,0,9001,8829,0,9102,,,,,,,,,
-19868,US NSIDC Equal Area south projection,9821,8828,-90,9102,8806,0,9001,8829,0,9102,8807,0,9001,,,,,,,,,
-19869,US NSIDC Equal Area global projection,9834,8807,0,9001,8823,30,9102,8802,0,9102,8806,0,9001,,,,,,,,,
+18318,Libya TM zone 13,9807,8801,0,9102,8802,25,9102,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+18319,Libya TM,9807,8801,0,9102,8802,17,9102,8805,0.9965,9201,8806,1000000,9001,8807,0,9001,,,,,,
+18401,Kp2000 Jylland og Fyn,9807,8801,0,9110,8802,9.3,9110,8805,0.99995,9201,8806,200000,9001,8807,0,9001,,,,,,
+18402,Kp2000 Sjaelland,9807,8801,0,9102,8802,12,9102,8805,0.99995,9201,8806,500000,9001,8807,0,9001,,,,,,
+18403,Kp2000 Bornholm,9807,8801,0,9102,8802,15,9102,8805,1,9201,8806,900000,9001,8807,0,9001,,,,,,
+18411,French West Africa Senegal zone,9807,8801,0,9110,8802,-13.3,9110,8805,0.999,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18412,French West Africa Ivory Coast zone,9807,8801,0,9110,8802,-6.3,9110,8805,0.999,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18413,French West Africa Dahomey zone,9807,8801,0,9110,8802,0.3,9110,8805,0.999,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18414,French West Africa Niger zone,9807,8801,0,9110,8802,7.3,9110,8805,0.999,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18415,French Equatorial Africa west zone,9807,8801,0,9110,8802,10.3,9110,8805,0.999,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18416,French Equatorial Africa central zone,9807,8801,0,9110,8802,17.4,9110,8805,0.999,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18417,French Equatorial Africa east zone,9807,8801,0,9110,8802,24.3,9110,8805,0.999,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+18421,Greenland zone 1 east,9826,8801,82.3,9110,8802,-40,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18422,Greenland zone 2 east,9826,8801,79.3,9110,8802,-24,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18423,Greenland zone 3 east,9826,8801,76.3,9110,8802,-20,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18424,Greenland zone 4 east,9826,8801,73.3,9110,8802,-24,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18425,Greenland zone 5 east,9826,8801,70.3,9110,8802,-24,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18426,Greenland zone 6 east,9826,8801,67.3,9110,8802,-32,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18427,Greenland zone 7 east,9826,8801,64.3,9110,8802,-40,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18428,Greenland zone 8 east,9826,8801,61.3,9110,8802,-48,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18432,Greenland zone 2 west,9826,8801,79.3,9110,8802,-64,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18433,Greenland zone 3 west,9826,8801,76.3,9110,8802,-64,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18434,Greenland zone 4 west,9826,8801,73.3,9110,8802,-52,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18435,Greenland zone 5 west,9826,8801,70.3,9110,8802,-52,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18436,Greenland zone 6 west,9826,8801,67.3,9110,8802,-52,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18437,Greenland zone 7 west,9826,8801,64.3,9110,8802,-52,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+18441,CS63 zone A1,9807,8801,0.07,9110,8802,41.32,9110,8805,1,9201,8806,1300000,9001,8807,0,9001,,,,,,
+18442,CS63 zone A2,9807,8801,0.07,9110,8802,44.32,9110,8805,1,9201,8806,2300000,9001,8807,0,9001,,,,,,
+18443,CS63 zone A3,9807,8801,0.07,9110,8802,47.32,9110,8805,1,9201,8806,3300000,9001,8807,0,9001,,,,,,
+18444,CS63 zone A4,9807,8801,0.07,9110,8802,50.32,9110,8805,1,9201,8806,4300000,9001,8807,0,9001,,,,,,
+18446,CS63 zone K2,9807,8801,0.08,9110,8802,50.46,9110,8805,1,9201,8806,2300000,9001,8807,0,9001,,,,,,
+18447,CS63 zone K3,9807,8801,0.08,9110,8802,53.46,9110,8805,1,9201,8806,3300000,9001,8807,0,9001,,,,,,
+18448,CS63 zone K4,9807,8801,0.08,9110,8802,56.46,9110,8805,1,9201,8806,4300000,9001,8807,0,9001,,,,,,
+18450,CS63 zone C0,9807,8801,0.06,9110,8802,21.57,9110,8805,1,9201,8806,250000,9001,8807,0,9001,,,,,,
+18451,CS63 zone C1,9807,8801,0.06,9110,8802,24.57,9110,8805,1,9201,8806,1250000,9001,8807,0,9001,,,,,,
+18452,CS63 zone C2,9807,8801,0.06,9110,8802,27.57,9110,8805,1,9201,8806,2250000,9001,8807,0,9001,,,,,,
+19844,Ministry of Transport of Quebec Lambert,9802,8821,44,9102,8822,-70,9102,8823,50,9102,8824,46,9102,8826,800000,9001,8827,0,9001,,,
+19845,Slovene National Grid,9807,8801,0,9102,8802,15,9102,8805,0.9999,9201,8806,500000,9001,8807,-5000000,9001,,,,,,
+19846,World Equidistant Cylindrical,9842,8801,0,9102,8806,0,9001,8807,0,9001,8822,0,9102,,,,,,,,,
+19847,Popular Visualisation Mercator,9841,8801,0,9102,8802,0,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+19848,Pitcairn TM 2006,9807,8801,-25.04067894,9110,8802,-130.06466816,9110,8805,1,9201,8806,14200,9001,8807,15500,9001,,,,,,
+19849,Bermuda 2000 National Grid,9807,8801,32,9110,8802,-64.45,9110,8805,1,9201,8806,550000,9001,8807,100000,9001,,,,,,
+19850,EPSG vertical perspective example,9838,8834,55,9102,8835,5,9102,8836,200,9001,8840,5900,9036,,,,,,,,,
+19851,Croatia Transverse Mercator,9807,8801,0,9102,8802,16.5,9102,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+19852,Croatia Lambert Conformal Conic,9802,8821,0,9102,8822,16.3,9110,8823,45.55,9110,8824,43.05,9110,8826,0,9001,8827,0,9001,,,
+19853,Portugual TM06,9807,8801,39.400573,9110,8802,-8.075919,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+19854,South Georgia Lambert,9802,8821,-55,9102,8822,-37,9102,8823,-54,9110,8824,-54.45,9110,8826,0,9001,8827,0,9001,,,
+19855,Mercator 41,9804,8801,-41,9102,8802,100,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+19856,TM Reunion,9807,8801,-21.07,9110,8802,55.32,9110,8805,1,9201,8806,160000,9001,8807,50000,9001,,,,,,
+19857,Northwest Territories Lambert,9802,8821,0,9102,8822,-112,9102,8823,62,9102,8824,70,9102,8826,0,9001,8827,0,9001,,,
+19858,Yukon Albers,9822,8821,59,9110,8822,-132.3,9110,8823,61.4,9110,8824,68,9110,8826,500000,9001,8827,500000,9001,,,
+19859,Fiji Map Grid,9807,8801,-17,9110,8802,178.45,9110,8805,0.99985,9201,8806,2000000,9001,8807,4000000,9001,,,,,,
+19860,Jamaica Metric Grid 2001,9801,8801,18,9102,8802,-77,9102,8805,1,9201,8806,750000,9001,8807,650000,9001,,,,,,
+19861,Laborde Grid,9813,8806,400000,9001,8807,800000,9001,8811,-21,9105,8812,49,9105,8813,21,9105,8815,0.9995,9201,,,
+19862,Belgian Lambert 2005,9802,8821,50.4752134,9110,8822,4.2133177,9110,8823,49.5,9110,8824,51.1,9110,8826,150328,9001,8827,166262,9001,,,
+19863,South China Sea Lambert,9802,8821,21,9102,8822,114,9102,8823,18,9102,8824,24,9102,8826,500000,9001,8827,500000,9001,,,
+19864,Singapore Transverse Mercator,9807,8801,1.22,9110,8802,103.5,9110,8805,1,9201,8806,28001.642,9001,8807,38744.572,9001,,,,,,
+19865,US NSIDC Sea Ice polar stereographic north,9829,8806,0,9001,8807,0,9001,8832,70,9102,8833,-45,9102,,,,,,,,,
+19866,US NSIDC Sea Ice polar stereographic south,9829,8806,0,9001,8807,0,9001,8832,-70,9102,8833,0,9102,,,,,,,,,
+19867,US NSIDC Equal Area north projection,9821,8806,0,9001,8807,0,9001,8828,90,9102,8829,0,9102,,,,,,,,,
+19868,US NSIDC Equal Area south projection,9821,8806,0,9001,8807,0,9001,8828,-90,9102,8829,0,9102,,,,,,,,,
+19869,US NSIDC Equal Area global projection,9834,8802,0,9102,8806,0,9001,8807,0,9001,8823,30,9102,,,,,,,,,
19870,Faroe Lambert,9826,8801,62,9102,8802,-9,9102,8805,1,9201,8806,500000,9001,8807,500000,9001,,,,,,
-19871,"Rectified Skew Orthomorphic Malaya Grid (chains)",9812,8812,102.15,9110,8814,323.07483685,9110,8807,0,9301,8806,40000,9301,8811,4,9110,8815,0.99984,9201,8813,323.01328458,9110
-19872,"Rectified Skew Orthomorphic Malaya Grid (metres)",9812,8806,804670.24,9001,8812,102.15,9110,8811,4,9110,8813,323.01328458,9110,8807,0,9001,8815,0.99984,9201,8814,323.07483685,9110
-19873,Noumea Lambert,9802,8821,-22.16108903,9110,8824,-22.17408903,9110,8822,166.26327327,9110,8827,1.02,9001,8823,-22.14408903,9110,8826,0.66,9001,,,
-19874,Noumea Lambert 2,9802,8822,166.2633,9110,8823,-22.1441,9110,8821,-22.1611,9110,8824,-22.1741,9110,8826,8.313,9001,8827,-2.354,9001,,,
-19875,Ontario MNR Lambert,9802,8821,0,9102,8823,44.5,9102,8827,6430000,9001,8826,930000,9001,8822,-85,9102,8824,53.5,9102,,,
-19876,ST74,9807,8806,100178.1808,9001,8802,18.0328044,9110,8801,0,9110,8805,0.99999425,9201,8807,-6500614.7836,9001,,,,,,
-19877,Faroe Lambert fk89,9826,8807,700000,9001,8805,1,9201,8806,700000,9001,8801,62,9102,8802,-9,9102,,,,,,
-19878,Vanua Levu Grid,9833,8807,1662888.5,9098,8802,179.2,9110,8806,1251331.8,9098,8801,-16.15,9110,,,,,,,,,
-19879,Viti Levu Grid,9806,8802,178,9102,8807,704000,9098,8806,544000,9098,8801,-18,9102,,,,,,,,,
-19880,Fiji Map Grid,9807,8802,178.45,9110,8801,-17,9110,8806,2000000,9001,8807,4000000,9001,8805,0.99985,9001,,,,,,
-19881,"Alberta 10-degree TM (Forest)",9807,8801,0,9102,8802,-115,9102,8806,500000,9001,8807,0,9001,8805,0.9992,9201,,,,,,
-19882,"Alberta 10-degree TM (Resource)",9807,8806,0,9001,8801,0,9102,8802,-115,9102,8807,0,9001,8805,0.9992,9201,,,,,,
-19883,World Mercator,9804,8806,0,9001,8807,0,9001,8802,0,9102,8801,0,9102,8805,1,9201,,,,,,
-19884,Caspian Sea Mercator,9805,8807,0,9001,8802,51,9102,8823,42,9102,8806,0,9001,,,,,,,,,
-19885,Kelantan Grid,9806,8802,102.174287001,9110,8801,5.582115717,9110,8806,13227.851,9001,8807,8739.894,9001,,,,,,,,,
-19886,Perak Grid,9806,8801,4.513262688,9110,8806,-1.769,9001,8807,133454.779,9001,8802,100.485547811,9110,,,,,,,,,
+19871,"Rectified Skew Orthomorphic Malaya Grid (chains)",9812,8806,40000,9301,8807,0,9301,8811,4,9110,8812,102.15,9110,8813,323.01328458,9110,8814,323.07483685,9110,8815,0.99984,9201
+19872,"Rectified Skew Orthomorphic Malaya Grid (metres)",9812,8806,804670.24,9001,8807,0,9001,8811,4,9110,8812,102.15,9110,8813,323.01328458,9110,8814,323.07483685,9110,8815,0.99984,9201
+19873,Noumea Lambert,9802,8821,-22.16108903,9110,8822,166.26327327,9110,8823,-22.14408903,9110,8824,-22.17408903,9110,8826,0.66,9001,8827,1.02,9001,,,
+19874,Noumea Lambert 2,9802,8821,-22.1611,9110,8822,166.2633,9110,8823,-22.1441,9110,8824,-22.1741,9110,8826,8.313,9001,8827,-2.354,9001,,,
+19875,Ontario MNR Lambert,9802,8821,0,9102,8822,-85,9102,8823,44.5,9102,8824,53.5,9102,8826,930000,9001,8827,6430000,9001,,,
+19876,ST74,9807,8801,0,9110,8802,18.0328044,9110,8805,0.99999425,9201,8806,100178.1808,9001,8807,-6500614.7836,9001,,,,,,
+19877,Faroe Lambert fk89,9826,8801,62,9102,8802,-9,9102,8805,1,9201,8806,700000,9001,8807,700000,9001,,,,,,
+19878,Vanua Levu Grid,9833,8801,-16.15,9110,8802,179.2,9110,8806,1251331.8,9098,8807,1662888.5,9098,,,,,,,,,
+19879,Viti Levu Grid,9806,8801,-18,9102,8802,178,9102,8806,544000,9098,8807,704000,9098,,,,,,,,,
+19880,Fiji Map Grid,9807,8801,-17,9110,8802,178.45,9110,8805,0.99985,9001,8806,2000000,9001,8807,4000000,9001,,,,,,
+19881,"Alberta 10-degree TM (Forest)",9807,8801,0,9102,8802,-115,9102,8805,0.9992,9201,8806,500000,9001,8807,0,9001,,,,,,
+19882,"Alberta 10-degree TM (Resource)",9807,8801,0,9102,8802,-115,9102,8805,0.9992,9201,8806,0,9001,8807,0,9001,,,,,,
+19883,World Mercator,9804,8801,0,9102,8802,0,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+19884,Caspian Sea Mercator,9805,8802,51,9102,8806,0,9001,8807,0,9001,8823,42,9102,,,,,,,,,
+19885,Kelantan Grid,9806,8801,5.582115717,9110,8802,102.174287001,9110,8806,13227.851,9001,8807,8739.894,9001,,,,,,,,,
+19886,Perak Grid,9806,8801,4.513262688,9110,8802,100.485547811,9110,8806,-1.769,9001,8807,133454.779,9001,,,,,,,,,
19887,Kedah and Perlis Grid,9806,8801,5.575282177,9110,8802,100.3810936,9110,8806,0,9001,8807,0,9001,,,,,,,,,
-19888,Pinang Grid,9806,8801,5.251746315,9110,8807,62.283,9001,8802,100.203975707,9110,8806,-23.414,9001,,,,,,,,,
-19889,Terengganu Grid,9806,8806,19594.245,9001,8802,103.041299225,9110,8807,3371.895,9001,8801,4.583462672,9110,,,,,,,,,
-19890,Selangor Grid,9806,8807,56464.049,9001,8806,-34836.161,9001,8801,3.410473658,9110,8802,101.232078849,9110,,,,,,,,,
+19888,Pinang Grid,9806,8801,5.251746315,9110,8802,100.203975707,9110,8806,-23.414,9001,8807,62.283,9001,,,,,,,,,
+19889,Terengganu Grid,9806,8801,4.583462672,9110,8802,103.041299225,9110,8806,19594.245,9001,8807,3371.895,9001,,,,,,,,,
+19890,Selangor Grid,9806,8801,3.410473658,9110,8802,101.232078849,9110,8806,-34836.161,9001,8807,56464.049,9001,,,,,,,,,
19891,Pahang Grid,9806,8801,3.460979712,9110,8802,102.220587634,9110,8806,-7368.228,9001,8807,6485.858,9001,,,,,,,,,
-19892,Sembilan and Melaka Grid,9806,8802,101.582965815,9110,8801,2.405645149,9110,8807,-4240.573,9001,8806,3673.785,9001,,,,,,,,,
-19893,Johor Grid,9806,8802,103.254057045,9110,8801,2.071804708,9110,8807,8758.32,9001,8806,-14810.562,9001,,,,,,,,,
-19894,East Malaysia BRSO,9812,8814,53.07483685,9110,8813,53.185691582,9110,8806,0,9001,8812,115,9110,8815,0.99984,9201,8811,4,9110,8807,0,9001
-19895,Peninsular RSO,9812,8806,804671,9001,8807,0,9001,8814,323.07483685,9110,8813,323.013286728,9110,8811,4,9110,8812,102.15,9110,8815,0.99984,9201
-19896,Hong Kong 1963 Grid,9806,8802,114.10428,9110,8801,22.184368,9110,8806,132033.92,9005,8807,62565.96,9005,,,,,,,,,
-19897,Statistics Canada Lambert,9802,8822,-91.52,9110,8827,3000000,9001,8824,77,9102,8823,49,9102,8826,6200000,9001,8821,63.390675,9102,,,
-19898,Pacific Disaster Center Mercator,9804,8802,-150,9102,8807,0,9001,8801,0,9102,8806,0,9001,8805,1,9201,,,,,,
-19899,Mauritius Grid,9801,8801,-20.114225,9110,8806,1000000,9001,8805,1,9201,8802,57.311858,9110,8807,1000000,9001,,,,,,
-19900,Bahrain State Grid,9807,8805,0.9996,9201,8802,51,9102,8801,0,9102,8806,500000,9001,8807,0,9001,,,,,,
-19901,Belge Lambert 50,9802,8827,5400000,9001,8824,51.1,9110,8821,90,9110,8822,0,9110,8826,150000,9001,8823,49.5,9110,,,
-19902,Belge Lambert 72,9803,8826,150000.01256,9001,8827,5400088.4378,9001,8823,49.5,9110,8821,90,9110,8822,4.2124983,9110,8824,51.1,9110,,,
-19903,Nord de Guerre,9801,8806,500000,9001,8807,300000,9001,8805,0.99950908,9201,8801,55,9105,8802,6,9105,,,,,,
-19904,Ghana Metre Grid,9807,8801,4.4,9110,8806,274319.51,9001,8805,0.99975,9201,8807,0,9001,8802,-1,9110,,,,,,
-19905,Netherlands East Indies Equatorial Zone,9804,8806,3900000,9001,8805,0.997,9201,8801,0,9102,8802,110,9102,8807,900000,9001,,,,,,
-19906,Iraq zone,9801,8802,45,9110,8807,1166200,9001,8801,32.3,9110,8806,1500000,9001,8805,0.9987864078,9201,,,,,,
-19907,Iraq National Grid,9807,8807,0,9001,8802,46.3,9110,8806,800000,9001,8801,29.0134566,9110,8805,0.9994,9201,,,,,,
-19908,Irish National Grid,9807,8801,53.3,9110,8806,200000,9001,8807,250000,9001,8802,-8,9110,8805,1.000035,9201,,,,,,
-19909,"Jamaica (Old Grid)",9801,8806,550000,9005,8807,400000,9005,8801,18,9102,8805,1,9201,8802,-77,9102,,,,,,
-19910,Jamaica National Grid,9801,8807,150000,9001,8806,250000,9001,8802,-77,9102,8805,1,9201,8801,18,9102,,,,,,
-19911,Laborde Grid approximation,9815,8813,21,9105,8814,21,9105,8811,-21,9105,8816,400000,9001,8815,0.9995,9201,8812,49,9105,8817,800000,9001
-19913,RD Old,9809,8802,5.23155,9110,8801,52.0922178,9110,8807,0,9001,8805,0.9999079,9201,8806,0,9001,,,,,,
-19914,RD New,9809,8807,463000,9001,8806,155000,9001,8802,5.23155,9110,8805,0.9999079,9201,8801,52.0922178,9110,,,,,,
-19915,Aden Zone,9801,8807,1000000,9001,8801,15,9102,8806,1500000,9001,8805,0.999365678,9201,8802,45,9102,,,,,,
-19916,British National Grid,9807,8801,49,9102,8805,0.9996012717,9201,8802,-2,9102,8806,400000,9001,8807,-100000,9001,,,,,,
-19917,New Zealand Map Grid,9811,8806,2510000,9001,8807,6023150,9001,8801,-41,9102,8802,173,9102,,,,,,,,,
-19919,Qatar National Grid,9807,8805,0.99999,9201,8806,200000,9001,8802,51.13,9110,8801,24.27,9110,8807,300000,9001,,,,,,
-19920,Singapore Grid,9806,8807,30000,9001,8806,30000,9001,8802,103.5110808,9110,8801,1.1715528,9110,,,,,,,,,
-19921,Spain,9801,8806,600000,9001,8801,40,9102,8807,600000,9001,8802,0,9102,8805,0.9988085293,9201,,,,,,
-19922,Swiss New Grid,9815,8816,600000,9001,8814,90,9110,8813,90,9110,8811,46.570866,9110,8812,7.26225,9110,8815,1,9201,8817,200000,9001
-19923,Swiss Old Grid,9815,8811,46.570866,9110,8812,0,9110,8814,90,9110,8815,1,9201,8817,0,9001,8816,0,9001,8813,90,9110
-19924,Tobago Grid,9806,8807,180000,9039,8801,11.1507843,9110,8806,187500,9039,8802,-60.4109632,9110,,,,,,,,,
-19925,Trinidad Grid,9806,8806,430000,9039,8801,10.263,9110,8807,325000,9039,8802,-61.2,9110,,,,,,,,,
-19926,Stereo 70,9809,8807,500000,9001,8801,46,9102,8806,500000,9001,8805,0.99975,9201,8802,25,9102,,,,,,
-19927,Stereo 33,9809,8807,500000,9001,8802,25.23328772,9110,8805,0.9996667,9201,8806,500000,9001,8801,45.54,9110,,,,,,
-19928,Kuwait TM,9807,8801,0,9102,8805,0.9996,9201,8806,500000,9001,8802,48,9102,8807,0,9001,,,,,,
-19929,Sweden zone 2.5 gon V,9807,8807,0,9001,8802,15.48298,9110,8805,1,9201,8806,1500000,9001,8801,0,9110,,,,,,
-19930,Greek Grid,9807,8801,0,9102,8806,500000,9001,8807,0,9001,8805,0.9996,9201,8802,24,9102,,,,,,
-19931,Egyseges Orszagos Vetuleti,9815,8814,90,9110,8812,19.02548584,9110,8816,650000,9001,8817,200000,9001,8813,90,9110,8811,47.08398174,9110,8815,0.99993,9201
-19933,"Prince Edward Island Stereographic (ATS77)",9809,8805,0.999912,9201,8807,400000,9001,8806,700000,9001,8802,-63,9110,8801,47.15,9110,,,,,,
-19934,Lithuania 1994,9807,8805,0.9998,9201,8802,24,9102,8806,500000,9001,8801,0,9102,8807,0,9001,,,,,,
-19935,Rectified Skew Orthomorphic Malaya Grid,9812,8806,40000,9062,8814,323.07483685,9110,8812,102.15,9110,8807,0,9062,8815,0.99984,9201,8811,4,9110,8813,323.01328458,9110
-19936,Portuguese National Grid,9807,8807,300000,9001,8802,1,9110,8806,200000,9001,8801,39.4,9110,8805,1,9201,,,,,,
-19937,Tunisia Mining Grid,9816,8826,270,9036,8822,7.83445,9105,8827,582,9036,8821,38.81973,9105,,,,,,,,,
-19938,Estonian National Grid,9802,8821,57.310319415,9110,8824,58,9110,8827,6375000,9001,8826,500000,9001,8822,24,9110,8823,59.2,9110,,,
-19939,TM Baltic 93,9807,8807,0,9001,8801,0,9102,8802,24,9102,8805,0.9996,9201,8806,500000,9001,,,,,,
-19940,Levant Zone,9817,8805,0.9996256,9201,8807,300000,9001,8802,37.21,9110,8806,300000,9001,8801,34.39,9110,,,,,,
-19941,Brazil Polyconic,9818,8807,10000000,9001,8806,5000000,9001,8801,0,9102,8802,-54,9102,,,,,,,,,
-19942,British West Indies Grid,9807,8801,0,9102,8802,-62,9102,8807,0,9001,8805,0.9995,9201,8806,400000,9001,,,,,,
-19943,Barbados National Grid,9807,8805,0.9999986,9201,8801,13.1035,9110,8802,-59.3335,9110,8806,30000,9001,8807,75000,9001,,,,,,
-19944,Quebec Lambert Projection,9802,8822,-68.3,9110,8826,0,9001,8821,44,9110,8823,60,9110,8824,46,9110,8827,0,9001,,,
-19945,"New Brunswick Stereographic (ATS77)",9809,8805,0.999912,9201,8802,-66.3,9110,8807,800000,9001,8801,46.3,9110,8806,300000,9001,,,,,,
-19946,"New Brunswick Stereographic (NAD83)",9809,8802,-66.3,9110,8806,2500000,9001,8801,46.3,9110,8805,0.999912,9201,8807,7500000,9001,,,,,,
-19947,Austria Lambert,9802,8827,400000,9001,8821,47.3,9110,8824,46,9110,8826,400000,9001,8823,49,9110,8822,13.2,9110,,,
-19948,Syria Lambert,9801,8807,300000,9001,8801,34.39,9110,8806,300000,9001,8805,0.9996256,9201,8802,37.21,9110,,,,,,
-19949,Levant Stereographic,9809,8802,43.5,9105,8806,0,9001,8801,38,9105,8805,0.9995341,9201,8807,0,9001,,,,,,
-19950,Landesvermessung 1995,9815,8812,7.26225,9110,8813,90,9110,8811,46.570866,9110,8815,1,9201,8817,1200000,9001,8814,90,9110,8816,2600000,9001
-19951,Nakhl e Taqi Oblique Mercator,9815,8816,658377.437,9001,8815,0.999895934,9201,8817,3044969.194,9001,8813,0.34179803,9110,8811,27.31077837,9110,8812,52.3612741,9110,8814,0.34179803,9110
-19952,Krovak,9819,8819,0.9999,9201,8812,42.3,9110,8816,0,9001,8817,0,9001,8818,78.3,9110,8813,30.1717303,9110,8811,49.3,9110
-19953,Qatar Grid,9806,8807,100000,9001,8801,25.22565,9110,8806,100000,9001,8802,50.4541,9110,,,,,,,,,
-19954,Suriname Old TM,9807,8802,-55.41,9110,8801,0,9110,8806,500000,9001,8807,0,9001,8805,0.9996,9201,,,,,,
+19892,Sembilan and Melaka Grid,9806,8801,2.405645149,9110,8802,101.582965815,9110,8806,3673.785,9001,8807,-4240.573,9001,,,,,,,,,
+19893,Johor Grid,9806,8801,2.071804708,9110,8802,103.254057045,9110,8806,-14810.562,9001,8807,8758.32,9001,,,,,,,,,
+19894,East Malaysia BRSO,9812,8806,0,9001,8807,0,9001,8811,4,9110,8812,115,9110,8813,53.185691582,9110,8814,53.07483685,9110,8815,0.99984,9201
+19895,Peninsular RSO,9812,8806,804671,9001,8807,0,9001,8811,4,9110,8812,102.15,9110,8813,323.013286728,9110,8814,323.07483685,9110,8815,0.99984,9201
+19896,Hong Kong 1963 Grid,9806,8801,22.184368,9110,8802,114.10428,9110,8806,132033.92,9005,8807,62565.96,9005,,,,,,,,,
+19897,Statistics Canada Lambert,9802,8821,63.390675,9102,8822,-91.52,9110,8823,49,9102,8824,77,9102,8826,6200000,9001,8827,3000000,9001,,,
+19898,Pacific Disaster Center Mercator,9804,8801,0,9102,8802,-150,9102,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+19899,Mauritius Grid,9801,8801,-20.114225,9110,8802,57.311858,9110,8805,1,9201,8806,1000000,9001,8807,1000000,9001,,,,,,
+19900,Bahrain State Grid,9807,8801,0,9102,8802,51,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+19901,Belge Lambert 50,9802,8821,90,9110,8822,0,9110,8823,49.5,9110,8824,51.1,9110,8826,150000,9001,8827,5400000,9001,,,
+19902,Belge Lambert 72,9803,8821,90,9110,8822,4.2124983,9110,8823,49.5,9110,8824,51.1,9110,8826,150000.01256,9001,8827,5400088.4378,9001,,,
+19903,Nord de Guerre,9801,8801,55,9105,8802,6,9105,8805,0.99950908,9201,8806,500000,9001,8807,300000,9001,,,,,,
+19904,Ghana Metre Grid,9807,8801,4.4,9110,8802,-1,9110,8805,0.99975,9201,8806,274319.51,9001,8807,0,9001,,,,,,
+19905,Netherlands East Indies Equatorial Zone,9804,8801,0,9102,8802,110,9102,8805,0.997,9201,8806,3900000,9001,8807,900000,9001,,,,,,
+19906,Iraq zone,9801,8801,32.3,9110,8802,45,9110,8805,0.9987864078,9201,8806,1500000,9001,8807,1166200,9001,,,,,,
+19907,Iraq National Grid,9807,8801,29.0134566,9110,8802,46.3,9110,8805,0.9994,9201,8806,800000,9001,8807,0,9001,,,,,,
+19908,Irish National Grid,9807,8801,53.3,9110,8802,-8,9110,8805,1.000035,9201,8806,200000,9001,8807,250000,9001,,,,,,
+19909,"Jamaica (Old Grid)",9801,8801,18,9102,8802,-77,9102,8805,1,9201,8806,550000,9005,8807,400000,9005,,,,,,
+19910,Jamaica National Grid,9801,8801,18,9102,8802,-77,9102,8805,1,9201,8806,250000,9001,8807,150000,9001,,,,,,
+19911,Laborde Grid approximation,9815,8811,-21,9105,8812,49,9105,8813,21,9105,8814,21,9105,8815,0.9995,9201,8816,400000,9001,8817,800000,9001
+19913,RD Old,9809,8801,52.0922178,9110,8802,5.23155,9110,8805,0.9999079,9201,8806,0,9001,8807,0,9001,,,,,,
+19914,RD New,9809,8801,52.0922178,9110,8802,5.23155,9110,8805,0.9999079,9201,8806,155000,9001,8807,463000,9001,,,,,,
+19915,Aden Zone,9801,8801,15,9102,8802,45,9102,8805,0.999365678,9201,8806,1500000,9001,8807,1000000,9001,,,,,,
+19916,British National Grid,9807,8801,49,9102,8802,-2,9102,8805,0.9996012717,9201,8806,400000,9001,8807,-100000,9001,,,,,,
+19917,New Zealand Map Grid,9811,8801,-41,9102,8802,173,9102,8806,2510000,9001,8807,6023150,9001,,,,,,,,,
+19919,Qatar National Grid,9807,8801,24.27,9110,8802,51.13,9110,8805,0.99999,9201,8806,200000,9001,8807,300000,9001,,,,,,
+19920,Singapore Grid,9806,8801,1.1715528,9110,8802,103.5110808,9110,8806,30000,9001,8807,30000,9001,,,,,,,,,
+19921,Spain,9801,8801,40,9102,8802,0,9102,8805,0.9988085293,9201,8806,600000,9001,8807,600000,9001,,,,,,
+19922,Swiss New Grid,9815,8811,46.570866,9110,8812,7.26225,9110,8813,90,9110,8814,90,9110,8815,1,9201,8816,600000,9001,8817,200000,9001
+19923,Swiss Old Grid,9815,8811,46.570866,9110,8812,0,9110,8813,90,9110,8814,90,9110,8815,1,9201,8816,0,9001,8817,0,9001
+19924,Tobago Grid,9806,8801,11.1507843,9110,8802,-60.4109632,9110,8806,187500,9039,8807,180000,9039,,,,,,,,,
+19925,Trinidad Grid,9806,8801,10.263,9110,8802,-61.2,9110,8806,430000,9039,8807,325000,9039,,,,,,,,,
+19926,Stereo 70,9809,8801,46,9102,8802,25,9102,8805,0.99975,9201,8806,500000,9001,8807,500000,9001,,,,,,
+19927,Stereo 33,9809,8801,45.54,9110,8802,25.23328772,9110,8805,0.9996667,9201,8806,500000,9001,8807,500000,9001,,,,,,
+19928,Kuwait TM,9807,8801,0,9102,8802,48,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+19929,Sweden zone 2.5 gon V,9807,8801,0,9110,8802,15.48298,9110,8805,1,9201,8806,1500000,9001,8807,0,9001,,,,,,
+19930,Greek Grid,9807,8801,0,9102,8802,24,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+19931,Egyseges Orszagos Vetuleti,9815,8811,47.08398174,9110,8812,19.02548584,9110,8813,90,9110,8814,90,9110,8815,0.99993,9201,8816,650000,9001,8817,200000,9001
+19933,"Prince Edward Island Stereographic (ATS77)",9809,8801,47.15,9110,8802,-63,9110,8805,0.999912,9201,8806,700000,9001,8807,400000,9001,,,,,,
+19934,Lithuania 1994,9807,8801,0,9102,8802,24,9102,8805,0.9998,9201,8806,500000,9001,8807,0,9001,,,,,,
+19935,Rectified Skew Orthomorphic Malaya Grid,9812,8806,40000,9062,8807,0,9062,8811,4,9110,8812,102.15,9110,8813,323.01328458,9110,8814,323.07483685,9110,8815,0.99984,9201
+19936,Portuguese National Grid,9807,8801,39.4,9110,8802,1,9110,8805,1,9201,8806,200000,9001,8807,300000,9001,,,,,,
+19937,Tunisia Mining Grid,9816,8821,38.81973,9105,8822,7.83445,9105,8826,270,9036,8827,582,9036,,,,,,,,,
+19938,Estonian National Grid,9802,8821,57.310319415,9110,8822,24,9110,8823,59.2,9110,8824,58,9110,8826,500000,9001,8827,6375000,9001,,,
+19939,TM Baltic 93,9807,8801,0,9102,8802,24,9102,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
+19940,Levant Zone,9817,8801,34.39,9110,8802,37.21,9110,8805,0.9996256,9201,8806,300000,9001,8807,300000,9001,,,,,,
+19941,Brazil Polyconic,9818,8801,0,9102,8802,-54,9102,8806,5000000,9001,8807,10000000,9001,,,,,,,,,
+19942,British West Indies Grid,9807,8801,0,9102,8802,-62,9102,8805,0.9995,9201,8806,400000,9001,8807,0,9001,,,,,,
+19943,Barbados National Grid,9807,8801,13.1035,9110,8802,-59.3335,9110,8805,0.9999986,9201,8806,30000,9001,8807,75000,9001,,,,,,
+19944,Quebec Lambert Projection,9802,8821,44,9110,8822,-68.3,9110,8823,60,9110,8824,46,9110,8826,0,9001,8827,0,9001,,,
+19945,"New Brunswick Stereographic (ATS77)",9809,8801,46.3,9110,8802,-66.3,9110,8805,0.999912,9201,8806,300000,9001,8807,800000,9001,,,,,,
+19946,"New Brunswick Stereographic (NAD83)",9809,8801,46.3,9110,8802,-66.3,9110,8805,0.999912,9201,8806,2500000,9001,8807,7500000,9001,,,,,,
+19947,Austria Lambert,9802,8821,47.3,9110,8822,13.2,9110,8823,49,9110,8824,46,9110,8826,400000,9001,8827,400000,9001,,,
+19948,Syria Lambert,9801,8801,34.39,9110,8802,37.21,9110,8805,0.9996256,9201,8806,300000,9001,8807,300000,9001,,,,,,
+19949,Levant Stereographic,9809,8801,38,9105,8802,43.5,9105,8805,0.9995341,9201,8806,0,9001,8807,0,9001,,,,,,
+19950,Landesvermessung 1995,9815,8811,46.570866,9110,8812,7.26225,9110,8813,90,9110,8814,90,9110,8815,1,9201,8816,2600000,9001,8817,1200000,9001
+19951,Nakhl e Taqi Oblique Mercator,9815,8811,27.31077837,9110,8812,52.3612741,9110,8813,0.34179803,9110,8814,0.34179803,9110,8815,0.999895934,9201,8816,658377.437,9001,8817,3044969.194,9001
+19952,Krovak,9819,8806,0,9001,8807,0,9001,8811,49.3,9110,8813,30.1717303,9110,8818,78.3,9110,8819,0.9999,9201,8833,42.3,9110
+19953,Qatar Grid,9806,8801,25.22565,9110,8802,50.4541,9110,8806,100000,9001,8807,100000,9001,,,,,,,,,
+19954,Suriname Old TM,9807,8801,0,9110,8802,-55.41,9110,8805,0.9996,9201,8806,500000,9001,8807,0,9001,,,,,,
19955,Suriname TM,9807,8801,0,9110,8802,-55.41,9110,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
-19956,"Rectified Skew Orthomorphic Borneo Grid (chains)",9815,8814,53.07483685,9110,8815,0.99984,9201,8817,22014.3572,9042,8811,4,9110,8816,29352.4763,9042,8812,115,9110,8813,53.18569537,9110
-19957,"Rectified Skew Orthomorphic Borneo Grid (feet)",9815,8812,115,9110,8815,0.99984,9201,8814,53.07483685,9110,8813,53.18569537,9110,8816,1937263.44,9041,8811,4,9110,8817,1452947.58,9041
-19958,"Rectified Skew Orthomorphic Borneo Grid (metres)",9815,8811,4,9110,8813,53.18569537,9110,8817,442857.65,9001,8812,115,9110,8814,53.07483685,9110,8815,0.99984,9201,8816,590476.87,9001
-19959,Ghana National Grid,9807,8806,900000,9094,8807,0,9094,8801,4.4,9110,8805,0.99975,9201,8802,-1,9110,,,,,,
-19960,"Prince Edward Isl. Stereographic (NAD83)",9809,8807,800000,9001,8801,47.15,9110,8802,-63,9110,8805,0.999912,9201,8806,400000,9001,,,,,,
-19961,Belgian Lambert 72,9802,8822,4.2202952,9110,8823,51.100000204,9110,8821,90,9110,8824,49.500000204,9110,8826,150000.013,9001,8827,5400088.438,9001,,,
-19962,Irish Transverse Mercator,9807,8805,0.99982,9201,8807,750000,9001,8801,53.3,9110,8806,600000,9001,8802,-8,9110,,,,,,
-19963,Sierra Leone New Colony Grid,9807,8807,0,9094,8802,-12,9110,8805,1,9201,8806,500000,9094,8801,6.4,9110,,,,,,
-19964,New War Office Sierra Leone Grid,9807,8802,-12,9110,8806,800000,9094,8801,6.4,9110,8807,600000,9094,8805,1,9201,,,,,,
-19965,US National Atlas Equal Area,9821,8828,45,9102,8806,0,9001,8829,-100,9102,8807,0,9001,,,,,,,,,
-19966,Luxembourg Gauss,9807,8807,100000,9001,8806,80000,9001,8805,1,9201,8802,6.1,9110,8801,49.5,9110,,,,,,
-19967,Slovenia Grid,9807,8807,0,9001,8802,15,9110,8806,500000,9001,8801,0,9110,8805,0.9999,9201,,,,,,
-19968,Plate Carree,9823,8801,0,9102,8802,0,9102,,,,,,,,,,,,,,,
-19969,Portuguese Grid,9807,8802,1,9110,8805,1,9201,8807,0,9001,8806,0,9001,8801,39.4,9110,,,,,,
-19971,New Zealand Transverse Mercator,9807,8807,10000000,9001,8805,0.9996,9201,8806,1600000,9001,8801,0,9102,8802,173,9102,,,,,,
-19972,Irish Grid,9807,8807,250000,9001,8805,1.000035,9201,8802,-8,9110,8806,200000,9001,8801,53.3,9110,,,,,,
-19973,Irish National Grid,9807,8807,250000,9001,8802,-8,9110,8801,53.3,9110,8805,1,9201,8806,200000,9001,,,,,,
-19974,Modified Portuguese Grid,9807,8806,180.598,9001,8802,-8.0754862,9110,8801,39.4,9110,8805,1,9201,8807,-86.99,9001,,,,,,
-19975,"Trinidad Grid (Clarke's feet)",9806,8802,-61.2,9110,8801,10.263,9110,8806,283800,9005,8807,214500,9005,,,,,,,,,
-19976,ICN Regional,9802,8821,6,9102,8826,1000000,9001,8824,3,9102,8822,-66,9102,8827,1000000,9001,8823,9,9102,,,
-19977,Aramco Lambert,9802,8821,25.0522236,9110,8822,48,9102,8826,0,9001,8824,33,9102,8823,17,9102,8827,0,9001,,,
-19978,Hong Kong 1980 Grid,9807,8806,836694.05,9001,8807,819069.8,9001,8801,22.184368,9110,8805,1,9201,8802,114.10428,9110,,,,,,
-19979,Portugal Bonne,9828,8801,39.4,9110,8806,0,9001,8807,0,9001,8802,1,9110,,,,,,,,,
-19981,Lambert New Caledonia,9802,8824,-22.2,9110,8822,166,9110,8827,300000,9001,8821,-21.3,9110,8823,-20.4,9110,8826,400000,9001,,,
-19982,TM Reunion,9807,8802,55.32,9110,8805,1,9201,8806,50000,9001,8807,160000,9001,8801,-21.07,9110,,,,,,
-19983,Terre Adelie Polar Stereographic,9830,8827,200000,9001,8826,300000,9001,8833,140,9102,8832,-67,9102,,,,,,,,,
-19984,British Columbia Albers,9822,8824,58.3,9110,8821,45,9102,8827,0,9001,8822,-126,9102,8826,1000000,9001,8823,50,9110,,,
-19985,Europe Conformal 2001,9802,8827,2800000,9001,8826,4000000,9001,8822,10,9102,8821,52,9102,8823,35,9102,8824,65,9102,,,
-19986,Europe Equal Area 2001,9820,8802,10,9102,8801,52,9102,8807,3210000,9001,8806,4321000,9001,,,,,,,,,
-19987,Iceland Lambert 1900,9826,8807,0,9001,8801,65,9110,8802,-19.011965,9110,8806,0,9001,8805,1,9201,,,,,,
-19988,Iceland Lambert 1955,9826,8802,-18,9102,8805,1,9201,8801,65,9102,8806,500000,9001,8807,500000,9001,,,,,,
-19989,Iceland Lambert 1993,9802,8823,64.15,9110,8826,500000,9001,8821,65,9110,8822,-19,9110,8824,65.45,9110,8827,500000,9001,,,
-19990,Latvian Transverse Mercator,9807,8807,-6000000,9001,8805,0.9996,9201,8802,24,9102,8801,0,9102,8806,500000,9001,,,,,,
-19991,Jan Mayen Grid,9807,8802,-8.3,9110,8806,50000,9001,8807,-7800000,9001,8801,0,9110,8805,1,9201,,,,,,
-19992,Antarctic Polar Stereographic,9829,8833,0,9102,8807,0,9001,8806,0,9001,8832,-71,9102,,,,,,,,,
+19956,"Rectified Skew Orthomorphic Borneo Grid (chains)",9815,8811,4,9110,8812,115,9110,8813,53.18569537,9110,8814,53.07483685,9110,8815,0.99984,9201,8816,29352.4763,9042,8817,22014.3572,9042
+19957,"Rectified Skew Orthomorphic Borneo Grid (feet)",9815,8811,4,9110,8812,115,9110,8813,53.18569537,9110,8814,53.07483685,9110,8815,0.99984,9201,8816,1937263.44,9041,8817,1452947.58,9041
+19958,"Rectified Skew Orthomorphic Borneo Grid (metres)",9815,8811,4,9110,8812,115,9110,8813,53.18569537,9110,8814,53.07483685,9110,8815,0.99984,9201,8816,590476.87,9001,8817,442857.65,9001
+19959,Ghana National Grid,9807,8801,4.4,9110,8802,-1,9110,8805,0.99975,9201,8806,900000,9094,8807,0,9094,,,,,,
+19960,"Prince Edward Isl. Stereographic (NAD83)",9809,8801,47.15,9110,8802,-63,9110,8805,0.999912,9201,8806,400000,9001,8807,800000,9001,,,,,,
+19961,Belgian Lambert 72,9802,8821,90,9110,8822,4.2202952,9110,8823,51.100000204,9110,8824,49.500000204,9110,8826,150000.013,9001,8827,5400088.438,9001,,,
+19962,Irish Transverse Mercator,9807,8801,53.3,9110,8802,-8,9110,8805,0.99982,9201,8806,600000,9001,8807,750000,9001,,,,,,
+19963,Sierra Leone New Colony Grid,9807,8801,6.4,9110,8802,-12,9110,8805,1,9201,8806,500000,9094,8807,0,9094,,,,,,
+19964,New War Office Sierra Leone Grid,9807,8801,6.4,9110,8802,-12,9110,8805,1,9201,8806,800000,9094,8807,600000,9094,,,,,,
+19965,US National Atlas Equal Area,9821,8806,0,9001,8807,0,9001,8828,45,9102,8829,-100,9102,,,,,,,,,
+19966,Luxembourg Gauss,9807,8801,49.5,9110,8802,6.1,9110,8805,1,9201,8806,80000,9001,8807,100000,9001,,,,,,
+19967,Slovenia Grid,9807,8801,0,9110,8802,15,9110,8805,0.9999,9201,8806,500000,9001,8807,0,9001,,,,,,
+19968,"World Equidistant Cylindrical (Sphere)",9823,8801,0,9102,8802,0,9102,8806,0,9001,8807,0,9001,,,,,,,,,
+19969,Portuguese Grid,9807,8801,39.4,9110,8802,1,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+19971,New Zealand Transverse Mercator 2000,9807,8801,0,9102,8802,173,9102,8805,0.9996,9201,8806,1600000,9001,8807,10000000,9001,,,,,,
+19972,Irish Grid,9807,8801,53.3,9110,8802,-8,9110,8805,1.000035,9201,8806,200000,9001,8807,250000,9001,,,,,,
+19973,Irish National Grid,9807,8801,53.3,9110,8802,-8,9110,8805,1,9201,8806,200000,9001,8807,250000,9001,,,,,,
+19974,Modified Portuguese Grid,9807,8801,39.4,9110,8802,-8.0754862,9110,8805,1,9201,8806,180.598,9001,8807,-86.99,9001,,,,,,
+19975,"Trinidad Grid (Clarke's feet)",9806,8801,10.263,9110,8802,-61.2,9110,8806,283800,9005,8807,214500,9005,,,,,,,,,
+19976,ICN Regional,9802,8821,6,9102,8822,-66,9102,8823,9,9102,8824,3,9102,8826,1000000,9001,8827,1000000,9001,,,
+19977,Aramco Lambert,9802,8821,25.0522236,9110,8822,48,9102,8823,17,9102,8824,33,9102,8826,0,9001,8827,0,9001,,,
+19978,Hong Kong 1980 Grid,9807,8801,22.184368,9110,8802,114.10428,9110,8805,1,9201,8806,836694.05,9001,8807,819069.8,9001,,,,,,
+19979,Portugal Bonne,9828,8801,39.4,9110,8802,1,9110,8806,0,9001,8807,0,9001,,,,,,,,,
+19981,Lambert New Caledonia,9802,8821,-21.3,9110,8822,166,9110,8823,-20.4,9110,8824,-22.2,9110,8826,400000,9001,8827,300000,9001,,,
+19982,TM Reunion,9807,8801,-21.07,9110,8802,55.32,9110,8805,1,9201,8806,50000,9001,8807,160000,9001,,,,,,
+19983,Terre Adelie Polar Stereographic,9830,8826,300000,9001,8827,200000,9001,8832,-67,9102,8833,140,9102,,,,,,,,,
+19984,British Columbia Albers,9822,8821,45,9102,8822,-126,9102,8823,50,9110,8824,58.3,9110,8826,1000000,9001,8827,0,9001,,,
+19985,Europe Conformal 2001,9802,8821,52,9102,8822,10,9102,8823,35,9102,8824,65,9102,8826,4000000,9001,8827,2800000,9001,,,
+19986,Europe Equal Area 2001,9820,8801,52,9102,8802,10,9102,8806,4321000,9001,8807,3210000,9001,,,,,,,,,
+19987,Iceland Lambert 1900,9826,8801,65,9110,8802,-19.011965,9110,8805,1,9201,8806,0,9001,8807,0,9001,,,,,,
+19988,Iceland Lambert 1955,9826,8801,65,9102,8802,-18,9102,8805,1,9201,8806,500000,9001,8807,500000,9001,,,,,,
+19989,Iceland Lambert 1993,9802,8821,65,9110,8822,-19,9110,8823,64.15,9110,8824,65.45,9110,8826,500000,9001,8827,500000,9001,,,
+19990,Latvian Transverse Mercator,9807,8801,0,9102,8802,24,9102,8805,0.9996,9201,8806,500000,9001,8807,-6000000,9001,,,,,,
+19991,Jan Mayen Grid,9807,8801,0,9110,8802,-8.3,9110,8805,1,9201,8806,50000,9001,8807,-7800000,9001,,,,,,
+19992,Antarctic Polar Stereographic,9829,8806,0,9001,8807,0,9001,8832,-71,9102,8833,0,9102,,,,,,,,,
19993,Australian Antarctic Polar Stereographic,9829,8806,6000000,9001,8807,6000000,9001,8832,-71,9102,8833,70,9102,,,,,,,,,
-19994,Australian Antarctic Lambert,9802,8822,70,9110,8827,6000000,9001,8823,-68.3,9110,8821,-50,9110,8824,-74.3,9110,8826,6000000,9001,,,
-19995,Jordan Transverse Mercator,9807,8807,-3000000,9001,8802,37,9102,8806,500000,9001,8801,0,9102,8805,0.9998,9201,,,,,,
-19996,Soldner Berlin,9806,8806,40000,9001,8807,10000,9001,8802,13.37379332,9110,8801,52.25071338,9110,,,,,,,,,
-19997,Kuwait Transverse Mercator,9807,8805,1,9201,8801,0,9102,8806,500000,9001,8807,0,9001,8802,48,9102,,,,,,
-19998,Guernsey Grid,9807,8802,-2.25,9110,8806,47000,9001,8801,49.3,9110,8807,50000,9001,8805,0.999997,9201,,,,,,
-19999,Jersey Transverse Mercator,9807,8801,49.225,9102,8805,0.9999999,9201,8802,-2.135,9102,8807,70000,9001,8806,40000,9001,,,,,,
+19994,Australian Antarctic Lambert,9802,8821,-50,9110,8822,70,9110,8823,-68.3,9110,8824,-74.3,9110,8826,6000000,9001,8827,6000000,9001,,,
+19995,Jordan Transverse Mercator,9807,8801,0,9102,8802,37,9102,8805,0.9998,9201,8806,500000,9001,8807,-3000000,9001,,,,,,
+19996,Soldner Berlin,9806,8801,52.25071338,9110,8802,13.37379332,9110,8806,40000,9001,8807,10000,9001,,,,,,,,,
+19997,Kuwait Transverse Mercator,9807,8801,0,9102,8802,48,9102,8805,1,9201,8806,500000,9001,8807,0,9001,,,,,,
+19998,Guernsey Grid,9807,8801,49.3,9110,8802,-2.25,9110,8805,0.999997,9201,8806,47000,9001,8807,50000,9001,,,,,,
+19999,Jersey Transverse Mercator,9807,8801,49.225,9102,8802,-2.135,9102,8805,0.9999999,9201,8806,40000,9001,8807,70000,9001,,,,,,
Modified: packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/unit_of_measure.csv
===================================================================
--- packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/unit_of_measure.csv 2009-03-25 14:40:08 UTC (rev 2066)
+++ packages/geotiff/libgeotiff-epsg/branches/upstream/current/csv/unit_of_measure.csv 2009-03-25 15:49:56 UTC (rev 2067)
@@ -1,80 +1,79 @@
uom_code,unit_of_meas_name,unit_of_meas_type,target_uom_code,factor_b,factor_c,remarks,information_source,data_source,revision_date,change_id,deprecated
-9001,metre,length,9001,1,1,Also known as International metre. SI standard unit.,ISO 1000.,EPSG,1995-06-02,,0
-9002,foot,length,9001,0.3048,1,,ISO 1000; 1958,EPSG,1995-06-02,,0
-9003,US survey foot,length,9001,12,39.37,Used in USA.,EPSG,EPSG,2000-05-07,99.99,0
-9005,Clarke's foot,length,9001,0.3047972654,1,"Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group www.auslig.gov.au,EPSG,2005-09-06,97.234 99.99 2000.05 2005.37 2005.46,0
-9014,fathom,length,9001,1.8288,1,= 6 feet.,,EPSG,1995-06-02,,0
-9030,nautical mile,length,9001,1852,1,,,EPSG,1996-10-18,96.24,0
-9031,German legal metre,length,9001,1.0000135965,1,Used in Namibia.,Chief Directorate Surveys and Land Information; Mowbray; South Africa,EPSG,1997-06-16,,0
-9033,US survey chain,length,9001,792,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,EPSG,2000-05-07,99.99,0
-9034,US survey link,length,9001,7.92,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,EPSG,2000-05-07,99.99,0
-9035,US survey mile,length,9001,63360,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,EPSG,2000-05-07,99.99,0
-9036,kilometre,length,9001,1000,1,,ISO 1000.,EPSG,1998-11-11,,0
-9037,Clarke's yard,length,9001,0.9143917962,1,"=3 Clarke's feet. Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group www.auslig.gov.au,EPSG,2005-09-06,97.233 99.99 2005.37 2005.46,0
-9038,Clarke's chain,length,9001,20.1166195164,1,"=22 Clarke's yards. Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group www.auslig.gov.au,EPSG,2005-09-06,97.233 99.99 2005.37 2005.46,0
-9039,Clarke's link,length,9001,0.201166195164,1,"=1/100 Clarke's chain. Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group www.auslig.gov.au,EPSG,2005-09-06,97.233 99.99 2005.37 2005.46,0
-9040,British yard (Sears 1922),length,9001,36,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2000-05-07,97.233 99.99,0
-9041,British foot (Sears 1922),length,9001,12,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2000-05-07,97.233 99.99,0
-9042,British chain (Sears 1922),length,9001,792,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2000-05-07,97.233 99.99,0
-9043,British link (Sears 1922),length,9001,7.92,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2000-05-07,97.233 99.99,0
-9050,British yard (Benoit 1895 A),length,9001,0.9143992,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2006-03-21,97.233 99.99 2006.26,0
-9051,British foot (Benoit 1895 A),length,9001,0.9143992,3,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2006-03-21,97.233 99.99 2006.26,0
-9052,British chain (Benoit 1895 A),length,9001,20.1167824,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2006-03-21,97.233 99.99 2006.26,0
-9053,British link (Benoit 1895 A),length,9001,0.201167824,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2006-03-21,97.233 99.99 2006.26,0
-9060,British yard (Benoit 1895 B),length,9001,36,39.370113,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.","G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2000-05-07,97.233 99.99,0
-9061,British foot (Benoit 1895 B),length,9001,12,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre. Used in West Malaysian mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2000-05-07,97.233 99.99,0
-9062,British chain (Benoit 1895 B),length,9001,792,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre. Used in West Malaysian mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2000-05-07,97.233 99.99,0
-9063,British link (Benoit 1895 B),length,9001,7.92,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre. Used in West Malaysian mapping.,"G. Bomford; ""Geodesy""; 3rd edition 1975",EPSG,2000-05-07,97.233 99.99,0
-9070,British foot (1865),length,9001,0.9144025,3,Uses Clark's estimate of 1853-1865 British foot-metre ratio of 0.9144025 metres per yard. Used in 1962 and 1975 estimates of Indian foot.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",EPSG,2000-05-07,97.233 99.99,0
-9080,Indian foot,length,9001,12,39.370142,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (= 3 British feet) taken to be J.S.Clark's 1865 value of 0.9144025 metres.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",EPSG,2000-05-07,97.231 99.99,0
-9081,Indian foot (1937),length,9001,0.30479841,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British foot taken to be 1895 Benoit value of 12/39.370113m. Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam. Previously used in India and Pakistan but superseded.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",EPSG,2000-05-07,97.231 99.99,0
-9082,Indian foot (1962),length,9001,0.3047996,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures with a small error as 1 Ind ft=0.3047996m. Used in Pakistan since metrication.,"G. Bomford; ""Geodesy""; 2nd edition 1962",EPSG,2007-01-25,97.231 99.99 2007.011,0
-9083,Indian foot (1975),length,9001,0.3047995,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures as 1 Ind ft=0.3047995m. Used in India since metrication.,"G. Bomford; ""Geodesy""; 3rd edition 1975",EPSG,2007-01-25,97.231 99.99 2007.011,0
-9084,Indian yard,length,9001,36,39.370142,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (= 3 British feet) taken to be J.S.Clark's 1865 value of 0.9144025 metres.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",EPSG,2000-05-07,97.231 99.99,0
-9085,Indian yard (1937),length,9001,0.91439523,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British foot taken to be 1895 Benoit value of 12/39.370113m. Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam. Previously used in India and Pakistan but superseded.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",EPSG,2000-05-07,97.231 99.99,0
-9086,Indian yard (1962),length,9001,0.9143988,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures with a small error as 1 Ind ft=0.3047996m. Used in Pakistan since metrication.,"G. Bomford; ""Geodesy""; 2nd edition 1962",EPSG,2007-01-25,97.231 99.99 2007.011,0
-9087,Indian yard (1975),length,9001,0.9143985,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures as 1 Ind ft=0.3047995m. Used in India since metrication.,"G. Bomford; ""Geodesy""; 3rd edition 1975",EPSG,2007-01-25,97.231 99.99 2007.011,0
-9093,Statute mile,length,9001,1609.344,1,=5280 feet,EPSG,EPSG,2000-03-07,,0
-9094,Gold Coast foot,length,9001,6378300,20926201,"Used in Ghana and some adjacent parts of British west Africa prior to metrication, except for the metrication of projection defining parameters when British foot (Sears 1922) used.",Ordnance Survey International,EPSG,2001-01-21,2000.86,0
-9095,British foot (1936),length,9001,0.3048007491,1,For the 1936 retriangulation OSGB defines the relationship of 10 feet of 1796 to the International metre through the logarithmic relationship (10^0.48401603 exactly). 1 ft = 0.3048007491
m. Also used for metric conversions in Ireland.,"1. ""The Retriangulation of Great Britain"", Ordnance Survey of Great Britain.
-2. ""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2006-11-27,2002.621 2006.932,0
-9096,yard,length,9001,0.9144,1,=3 international feet.,OGP,OGP,2006-07-14,,0
-9097,chain,length,9001,20.1168,1,=22 international yards or 66 international feet.,OGP,OGP,2006-07-14,,0
-9098,link,length,9001,20.1168,100,=1/100 international chain.,OGP,OGP,2006-07-14,,0
-9099,British yard (Sears 1922 truncated),length,9001,0.914398,1,Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures.,Defence Geographic Centre,OGP,2006-10-23,2006.901,0
-9101,radian,angle,9101,1,1,SI standard unit.,ISO 1000:1992,EPSG,1995-06-02,,0
-9102,degree,angle,9101,3.14159265358979,180,= pi/180 radians,,EPSG,2002-11-18,96.22 2002.86,0
-9103,arc-minute,angle,9101,3.14159265358979,10800,1/60th degree = ((pi/180) / 60) radians,,EPSG,2002-11-18,96.22 2002.86,0
-9104,arc-second,angle,9101,3.14159265358979,648000,1/60th arc-minute = ((pi/180) / 3600) radians,,EPSG,2002-11-18,96.22 2002.86,0
-9105,grad,angle,9101,3.14159265358979,200,=pi/200 radians.,,EPSG,2002-11-18,96.22 99.05 2002.86,0
-9106,gon,angle,9101,3.14159265358979,200,=pi/200 radians,,EPSG,2002-11-18,96.22 2002.86,0
-9107,degree minute second,angle,9102,,,"Degree representation. Format: signed degrees (integer) - arc-minutes (integer) - arc-seconds (real, any precision). Different symbol sets are in use as field separators, for example º ' "". Convert to degrees using algorithm.",EPSG,EPSG,2002-11-22,96.19 2002.07 2002.78,0
-9108,degree minute second hemisphere,angle,9102,,,"Degree representation. Format: degrees (integer) - arc-minutes (integer) - arc-seconds (real) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators for example º ' "". Convert to deg using algorithm.",EPSG,EPSG,2002-11-22,96.19 2002.07 2002.78,0
-9109,microradian,angle,9101,1,1000000,rad * 10E-6,ISO 1000.,EPSG,1996-10-18,99.05,0
-9110,sexagesimal DMS,angle,9102,,,Pseudo unit format: signed degrees - period - minutes (two digits) - integer seconds (two digits) - fraction of seconds (any precision). Must include leading zero in minutes and seconds and exclude decimal point for seconds. Convert to deg using formula.,EPSG,EPSG,2002-11-22,2002.27 2002.78,0
-9111,sexagesimal DM,angle,9102,,,Pseudo unit. Format: sign - degrees - decimal point - integer minutes (two digits) - fraction of minutes (any precision). Must include leading zero in integer minutes. Must exclude decimal point for minutes. Convert to deg using algorithm.,EPSG,EPSG,2002-11-22,2002.07 2002.78,0
-9112,centesimal minute,angle,9101,3.14159265358979,20000,1/100 of a grad and gon = ((pi/200) / 100) radians,http://www.geodesy.matav.hu/,EPSG,2005-09-06,98.48 99.51 2002.86 2005.46,0
-9113,centesimal second,angle,9101,3.14159265358979,2000000,"1/100 of a centesimal minute or 1/10,000th of a grad and gon = ((pi/200) / 10000) radians",http://www.geodesy.matav.hu/,EPSG,2005-09-06,99.51 2002.86 2005.46,0
-9114,mil_6400,angle,9101,3.14159265358979,3200,Angle subtended by 1/6400 part of a circle. Approximates to 1/1000th radian. Note that other approximations (notably 1/6300 circle and 1/6000 circle) also exist.,http://www.geodesy.matav.hu/,EPSG,2005-09-06,99.51 2005.46,0
-9115,degree minute,angle,9102,,,"Degree representation. Format: signed degrees (integer) - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",EPSG,EPSG,2002-11-22,2002.78,0
-9116,degree hemisphere,angle,9102,,,"Degree representation. Format: degrees (real, any precision) - hemisphere abbreviation (single character N S E or W). Convert to degrees using algorithm.",EPSG,EPSG,2002-11-22,,0
-9117,hemisphere degree,angle,9102,,,"Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (real, any precision). Convert to degrees using algorithm.",EPSG,EPSG,2002-11-22,,0
-9118,degree minute hemisphere,angle,9102,,,"Degree representation. Format: degrees (integer) - arc-minutes (real, any precision) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",EPSG,EPSG,2002-11-22,,0
-9119,hemisphere degree minute,angle,9102,,,"Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",EPSG,EPSG,2002-11-22,,0
-9120,hemisphere degree minute second,angle,9102,,,"Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (integer) - arc-seconds (real). Different symbol sets are in use as field separators for example º ' "". Convert to deg using algorithm.",EPSG,EPSG,2002-11-22,,0
-9121,sexagesimal DMS.s,angle,9102,,,"Pseudo unit. Format: signed degrees - minutes (two digits) - seconds (real, any precision). Must include leading zero in minutes and seconds where value is under 10 and include decimal separator for seconds. Convert to degree using algorithm.",ISO 6709:1983.,EPSG,2002-11-22,,0
-9122,degree (supplier to define representation),angle,9101,3.14159265358979,180,"= pi/180 radians. The degree representation (e.g. decimal, DMSH, etc.) must be clarified by suppliers of data associated with this code.",EPSG,EPSG,2004-01-05,,0
-9201,unity,scale,9201,1,1,,,EPSG,1996-09-12,,0
-9202,parts per million,scale,9201,1,1000000,,,EPSG,1996-09-12,,0
-9203,coefficient,scale,9201,1,1,Used when parameters are coefficients. They inherently take the units which depend upon the term to which the coefficient applies.,EPSG,EPSG,2004-09-14,2004.53,0
-9204,Bin width 330 US survey feet,length,9001,3960,39.37,,EPSG,EPSG,2000-10-19,2000.59,0
-9205,Bin width 165 US survey feet,length,9001,1980,39.37,,EPSG,EPSG,2000-10-19,2000.59,0
-9206,Bin width 82.5 US survey feet,length,9001,990,39.37,,EPSG,EPSG,2000-10-19,2000.59,0
-9207,Bin width 37.5 metres,length,9001,37.5,1,,EPSG,EPSG,2000-10-19,2000.59,0
-9208,Bin width 25 metres,length,9001,25,1,,EPSG,EPSG,2000-10-19,2000.59,0
-9209,Bin width 12.5 metres,length,9001,12.5,1,,EPSG,EPSG,2000-10-19,2000.59,0
-9210,Bin width 6.25 metres,length,9001,6.25,1,,EPSG,EPSG,2000-10-19,2000.59,0
-9211,Bin width 3.125 metres,length,9001,3.125,1,,EPSG,EPSG,2000-10-19,2000.59,0
-9300,British foot (Sears 1922 truncated),length,9001,0.914398,3,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 3 ftSe(T) = 1 ydSe(T).",Defence Geographic Centre,OGP,2006-10-23,2006.901,0
-9301,British chain (Sears 1922 truncated),length,9001,20.116756,1,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 1 chSe(T) = 22 ydSe(T). Used in metrication of Malaya RSO grid.",Defence Geographic Centre,OGP,2006-10-23,2006.901,0
-9302,British link (Sears 1922 truncated),length,9001,20.116756,100,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 100 lkSe(T) = 1 chSe(T).",Defence Geographic Centre,OGP,2006-10-23,2006.901,0
+9001,metre,length,9001,1,1,Also known as International metre. SI standard unit.,ISO 1000.,OGP,1995/06/02,,0
+9002,foot,length,9001,0.3048,1,,ISO 1000; 1958,OGP,1995/06/02,,0
+9003,US survey foot,length,9001,12,39.37,Used in USA.,OGP,OGP,2000/05/07,1999.990,0
+9005,Clarke's foot,length,9001,0.3047972654,1,"Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group www.auslig.gov.au,OGP,2005/09/06,1997.233 1999.990 2000.050 2005.370 2005.460,0
+9014,fathom,length,9001,1.8288,1,= 6 feet.,,OGP,1995/06/02,,0
+9030,nautical mile,length,9001,1852,1,,,OGP,1996/10/18,1996.240,0
+9031,German legal metre,length,9001,1.0000135965,1,Used in Namibia.,Chief Directorate Surveys and Land Information; Mowbray; South Africa,OGP,1997/06/16,,0
+9033,US survey chain,length,9001,792,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,OGP,2000/05/07,1999.990,0
+9034,US survey link,length,9001,7.92,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,OGP,2000/05/07,1999.990,0
+9035,US survey mile,length,9001,63360,39.37,Used in USA primarily for public lands cadastral work.,Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).,OGP,2000/05/07,1999.990,0
+9036,kilometre,length,9001,1000,1,,ISO 1000.,OGP,1998/11/11,,0
+9037,Clarke's yard,length,9001,0.9143917962,1,"=3 Clarke's feet. Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group www.auslig.gov.au,OGP,2005/09/06,1997.233 1999.990 2005.370 2005.460,0
+9038,Clarke's chain,length,9001,20.1166195164,1,"=22 Clarke's yards. Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group www.auslig.gov.au,OGP,2005/09/06,1997.233 1999.990 2005.370 2005.460,0
+9039,Clarke's link,length,9001,0.201166195164,1,"=1/100 Clarke's chain. Assumes Clarke's 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African & British West Indian mapping.",Australian Land Information Group www.auslig.gov.au,OGP,2005/09/06,1997.233 1999.990 2005.370 2005.460,0
+9040,British yard (Sears 1922),length,9001,36,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9041,British foot (Sears 1922),length,9001,12,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9042,British chain (Sears 1922),length,9001,792,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9043,British link (Sears 1922),length,9001,7.92,39.370147,Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9050,British yard (Benoit 1895 A),length,9001,0.9143992,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006/03/21,1997.233 1999.990 2006.260,0
+9051,British foot (Benoit 1895 A),length,9001,0.9143992,3,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006/03/21,1997.233 1999.990 2006.260,0
+9052,British chain (Benoit 1895 A),length,9001,20.1167824,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006/03/21,1997.233 1999.990 2006.260,0
+9053,British link (Benoit 1895 A),length,9001,0.201167824,1,Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2006/03/21,1997.233 1999.990 2006.260,0
+9060,British yard (Benoit 1895 B),length,9001,36,39.370113,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.","G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9061,British foot (Benoit 1895 B),length,9001,12,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre. Used in West Malaysian mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9062,British chain (Benoit 1895 B),length,9001,792,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre. Used in West Malaysian mapping.,"G. Bomford ""Geodesy"" 2nd edition 1962; after J.S.Clark ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9063,British link (Benoit 1895 B),length,9001,7.92,39.370113,Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre. Used in West Malaysian mapping.,"G. Bomford; ""Geodesy""; 3rd edition 1975",OGP,2000/05/07,1997.233 1999.990,0
+9070,British foot (1865),length,9001,0.9144025,3,Uses Clark's estimate of 1853-1865 British foot-metre ratio of 0.9144025 metres per yard. Used in 1962 and 1975 estimates of Indian foot.,"J.S.Clark; ""Remeasurement of the Old Length Standards""; Empire Survey Review no. 90; 1953.",OGP,2000/05/07,1997.233 1999.990,0
+9080,Indian foot,length,9001,12,39.370142,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (= 3 British feet) taken to be J.S.Clark's 1865 value of 0.9144025 metres.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000/05/07,1997.231 1999.990,0
+9081,Indian foot (1937),length,9001,0.30479841,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British foot taken to be 1895 Benoit value of 12/39.370113m. Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam. Previously used in India and Pakistan but superseded.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000/05/07,1997.231 1999.990,0
+9082,Indian foot (1962),length,9001,0.3047996,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures with a small error as 1 Ind ft=0.3047996m. Used in Pakistan since metrication.,"G. Bomford; ""Geodesy""; 2nd edition 1962",OGP,2007/01/25,1997.231 1999.990 2007.011,0
+9083,Indian foot (1975),length,9001,0.3047995,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures as 1 Ind ft=0.3047995m. Used in India since metrication.,"G. Bomford; ""Geodesy""; 3rd edition 1975",OGP,2007/01/25,1997.231 1999.990 2007.011,0
+9084,Indian yard,length,9001,36,39.370142,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (= 3 British feet) taken to be J.S.Clark's 1865 value of 0.9144025 metres.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000/05/07,1997.231 1999.990,0
+9085,Indian yard (1937),length,9001,0.91439523,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British foot taken to be 1895 Benoit value of 12/39.370113m. Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam. Previously used in India and Pakistan but superseded.,"G. Bomford; ""The Re-adjustment of the Indian Triangulation""; Survey of India Professional Paper 28; 1939.",OGP,2000/05/07,1997.231 1999.990,0
+9086,Indian yard (1962),length,9001,0.9143988,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures with a small error as 1 Ind ft=0.3047996m. Used in Pakistan since metrication.,"G. Bomford; ""Geodesy""; 2nd edition 1962",OGP,2007/01/25,1997.231 1999.990 2007.011,0
+9087,Indian yard (1975),length,9001,0.9143985,1,Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 7 significant figures as 1 Ind ft=0.3047995m. Used in India since metrication.,"G. Bomford; ""Geodesy""; 3rd edition 1975",OGP,2007/01/25,1997.231 1999.990 2007.011,0
+9093,Statute mile,length,9001,1609.344,1,=5280 feet,OGP,OGP,2000/03/07,,0
+9094,Gold Coast foot,length,9001,6378300,20926201,"Used in Ghana and some adjacent parts of British west Africa prior to metrication, except for the metrication of projection defining parameters when British foot (Sears 1922) used.",Ordnance Survey International,OGP,2001/01/21,2000.861,0
+9095,British foot (1936),length,9001,0.3048007491,1,For the 1936 retriangulation OSGB defines the relationship of 10 feet of 1796 to the International metre through the logarithmic relationship (10^0.48401603 exactly). 1 ft = 0.3048007491Â
m. Also used for metric conversions in Ireland.,"1. ""The Retriangulation of Great Britain"", Ordnance Survey of Great Britain.¶2. ""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",OGP,2006/11/27,2002.621 2006.932,0
+9096,yard,length,9001,0.9144,1,=3 international feet.,OGP,OGP,2006/07/14,,0
+9097,chain,length,9001,20.1168,1,=22 international yards or 66 international feet.,OGP,OGP,2006/07/14,,0
+9098,link,length,9001,20.1168,100,=1/100 international chain.,OGP,OGP,2006/07/14,,0
+9099,British yard (Sears 1922 truncated),length,9001,0.914398,1,Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures.,Defence Geographic Centre,OGP,2006/10/23,2006.901,0
+9101,radian,angle,9101,1,1,SI standard unit.,ISO 1000:1992,OGP,1995/06/02,,0
+9102,degree,angle,9101,3.14159265358979,180,= pi/180 radians,,OGP,2002/11/18,1996.220 2002.860,0
+9103,arc-minute,angle,9101,3.14159265358979,10800,1/60th degree = ((pi/180) / 60) radians,,OGP,2002/11/18,1996.220 2002.860,0
+9104,arc-second,angle,9101,3.14159265358979,648000,1/60th arc-minute = ((pi/180) / 3600) radians,,OGP,2002/11/18,1996.220 2002.860,0
+9105,grad,angle,9101,3.14159265358979,200,=pi/200 radians.,,OGP,2002/11/18,1996.220 1999.050 2002.860,0
+9106,gon,angle,9101,3.14159265358979,200,=pi/200 radians,,OGP,2002/11/18,1996.220 2002.860,0
+9107,degree minute second,angle,9102,,,"Degree representation. Format: signed degrees (integer) - arc-minutes (integer) - arc-seconds (real, any precision). Different symbol sets are in use as field separators, for example º ' "". Convert to degrees using algorithm.",OGP,OGP,2002/11/22,1996.190 2002.070 2002.780,0
+9108,degree minute second hemisphere,angle,9102,,,"Degree representation. Format: degrees (integer) - arc-minutes (integer) - arc-seconds (real) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators for example º ' "". Convert to deg using algorithm.",OGP,OGP,2002/11/22,1996.190 2002.070 2002.780,0
+9109,microradian,angle,9101,1,1000000,rad * 10E-6,ISO 1000.,OGP,1996/10/18,1999.050,0
+9110,sexagesimal DMS,angle,9102,,,Pseudo unit. Format: signed degrees - period - minutes (2 digits) - integer seconds (2 digits) - fraction of seconds (any precision). Must include leading zero in minutes and seconds and exclude decimal point for seconds. Convert to degree using formula.,OGP,OGP,2008/03/26,2002.270 2002.780 2008.020,0
+9111,sexagesimal DM,angle,9102,,,Pseudo unit. Format: sign - degrees - decimal point - integer minutes (two digits) - fraction of minutes (any precision). Must include leading zero in integer minutes. Must exclude decimal point for minutes. Convert to deg using algorithm.,OGP,OGP,2002/11/22,2002.070 2002.780,0
+9112,centesimal minute,angle,9101,3.14159265358979,20000,1/100 of a grad and gon = ((pi/200) / 100) radians,http://www.geodesy.matav.hu/,OGP,2005/09/06,1998.480 1999.510 2002.860 2005.460,0
+9113,centesimal second,angle,9101,3.14159265358979,2000000,"1/100 of a centesimal minute or 1/10,000th of a grad and gon = ((pi/200) / 10000) radians",http://www.geodesy.matav.hu/,OGP,2005/09/06,1999.510 2002.860 2005.460,0
+9114,mil_6400,angle,9101,3.14159265358979,3200,Angle subtended by 1/6400 part of a circle. Approximates to 1/1000th radian. Note that other approximations (notably 1/6300 circle and 1/6000 circle) also exist.,http://www.geodesy.matav.hu/,OGP,2005/09/06,1999.510 2005.460,0
+9115,degree minute,angle,9102,,,"Degree representation. Format: signed degrees (integer) - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",OGP,OGP,2002/11/22,2002.780,0
+9116,degree hemisphere,angle,9102,,,"Degree representation. Format: degrees (real, any precision) - hemisphere abbreviation (single character N S E or W). Convert to degrees using algorithm.",OGP,OGP,2002/11/22,,0
+9117,hemisphere degree,angle,9102,,,"Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (real, any precision). Convert to degrees using algorithm.",OGP,OGP,2002/11/22,,0
+9118,degree minute hemisphere,angle,9102,,,"Degree representation. Format: degrees (integer) - arc-minutes (real, any precision) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",OGP,OGP,2002/11/22,,0
+9119,hemisphere degree minute,angle,9102,,,"Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.",OGP,OGP,2002/11/22,,0
+9120,hemisphere degree minute second,angle,9102,,,"Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (integer) - arc-seconds (real). Different symbol sets are in use as field separators for example º ' "". Convert to deg using algorithm.",OGP,OGP,2002/11/22,,0
+9121,sexagesimal DMS.s,angle,9102,,,"Pseudo unit. Format: signed degrees - minutes (two digits) - seconds (real, any precision). Must include leading zero in minutes and seconds where value is under 10 and include decimal separator for seconds. Convert to degree using algorithm.",ISO 6709:1983.,OGP,2002/11/22,,0
+9122,degree (supplier to define representation),angle,9101,3.14159265358979,180,"= pi/180 radians. The degree representation (e.g. decimal, DMSH, etc.) must be clarified by suppliers of data associated with this code.",OGP,OGP,2004/01/05,,0
+9201,unity,scale,9201,1,1,,,OGP,1996/09/12,,0
+9202,parts per million,scale,9201,1,1000000,,,OGP,1996/09/12,,0
+9203,coefficient,scale,9201,1,1,Used when parameters are coefficients. They inherently take the units which depend upon the term to which the coefficient applies.,OGP,OGP,2004/09/14,2004.530,0
+9204,Bin width 330 US survey feet,length,9001,3960,39.37,,OGP,OGP,2000/10/19,2000.590,0
+9205,Bin width 165 US survey feet,length,9001,1980,39.37,,OGP,OGP,2000/10/19,2000.590,0
+9206,Bin width 82.5 US survey feet,length,9001,990,39.37,,OGP,OGP,2000/10/19,2000.590,0
+9207,Bin width 37.5 metres,length,9001,37.5,1,,OGP,OGP,2000/10/19,2000.590,0
+9208,Bin width 25 metres,length,9001,25,1,,OGP,OGP,2000/10/19,2000.590,0
+9209,Bin width 12.5 metres,length,9001,12.5,1,,OGP,OGP,2000/10/19,2000.590,0
+9210,Bin width 6.25 metres,length,9001,6.25,1,,OGP,OGP,2000/10/19,2000.590,0
+9211,Bin width 3.125 metres,length,9001,3.125,1,,OGP,OGP,2000/10/19,2000.590,0
+9300,British foot (Sears 1922 truncated),length,9001,0.914398,3,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 3 ftSe(T) = 1 ydSe(T).",Defence Geographic Centre,OGP,2006/10/23,2006.901,0
+9301,British chain (Sears 1922 truncated),length,9001,20.116756,1,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 1 chSe(T) = 22 ydSe(T). Used in metrication of Malaya RSO grid.",Defence Geographic Centre,OGP,2006/10/23,2006.901,0
+9302,British link (Sears 1922 truncated),length,9001,20.116756,100,"Uses Sear's 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 100 lkSe(T) = 1 chSe(T).",Defence Geographic Centre,OGP,2006/10/23,2006.901,0
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