[DebianGIS-dev] r1074 - in packages/geotiff/libgeotiff/branches/upstream/current: . bin csv libxtiff
frankie at alioth.debian.org
frankie at alioth.debian.org
Wed Sep 19 08:45:42 UTC 2007
Author: frankie
Date: 2007-09-19 08:45:41 +0000 (Wed, 19 Sep 2007)
New Revision: 1074
Added:
packages/geotiff/libgeotiff/branches/upstream/current/csv/pcs.override.csv
Modified:
packages/geotiff/libgeotiff/branches/upstream/current/ChangeLog
packages/geotiff/libgeotiff/branches/upstream/current/Makefile.in
packages/geotiff/libgeotiff/branches/upstream/current/README
packages/geotiff/libgeotiff/branches/upstream/current/bin/Makefile.in
packages/geotiff/libgeotiff/branches/upstream/current/bin/listgeo.c
packages/geotiff/libgeotiff/branches/upstream/current/bin/makegeo.c
packages/geotiff/libgeotiff/branches/upstream/current/configure
packages/geotiff/libgeotiff/branches/upstream/current/configure.in
packages/geotiff/libgeotiff/branches/upstream/current/cpl_csv_incode.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/build_pcs.py
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_axis.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation_method.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation_parameter_value.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation_path.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_reference_system.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_system.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/datum.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/datum.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/ellipsoid.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/ellipsoid.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/gcs.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/gcs.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/gcs.override.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/pcs.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/pcs.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/projop_wparm.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/projop_wparm.csv
packages/geotiff/libgeotiff/branches/upstream/current/csv/unit_of_measure.c
packages/geotiff/libgeotiff/branches/upstream/current/csv/unit_of_measure.csv
packages/geotiff/libgeotiff/branches/upstream/current/geo_new.c
packages/geotiff/libgeotiff/branches/upstream/current/geo_normalize.c
packages/geotiff/libgeotiff/branches/upstream/current/geotiff.h
packages/geotiff/libgeotiff/branches/upstream/current/geotiff_proj4.c
packages/geotiff/libgeotiff/branches/upstream/current/libxtiff/xtiff.c
packages/geotiff/libgeotiff/branches/upstream/current/libxtiff/xtiffio.h
packages/geotiff/libgeotiff/branches/upstream/current/mkdist.sh
Log:
[svn-upgrade] Integrating new upstream version, libgeotiff (1.2.4)
Modified: packages/geotiff/libgeotiff/branches/upstream/current/ChangeLog
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/ChangeLog 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/ChangeLog 2007-09-19 08:45:41 UTC (rev 1074)
@@ -1,6 +1,72 @@
+2007-07-28 Frank Warmerdam <warmerdam at pobox.com>
+
+ * Issue libgeotiff 1.2.4 release.
+
+ * geo_normalize.c: Fix name for GCS_WGS_72 per gdal bug #1715.
+
+2007-07-20 Frank Warmerdam <warmerdam at pobox.com>
+
+ * csv/*.csv,*.c: Upgrade to EPSG 6.13. Avoid applying pcs.override.csv
+ and gcs.override.csv to pcs.csv and gcs.csv as this sort of dataset
+ change is discouraged by the EPSG folks.
+
+ * geo_normalize.c: Pre-search pcs.override.csv and gcs.override.csv.
+
+ * cpl_csv_incode.c: Handle unexpected .csv files, and missing
+ records more gracefully.
+
+2007-06-05 Frank Warmerdam <warmerdam at pobox.com>
+
+ * Modified GTIFGetUOMLengthInfo() (for normalization) to have
+ built in known values for foot and us survey foot.
+
+2007-03-13 Frank Warmerdam <warmerdam at pobox.com>
+
+ * geotiff_proj4.c, geo_normalize.c: Added support for new zealand
+ map grid per http://bugzilla.remotesensing.org/show_bug.cgi?id=1519
+
+2007-02-04 Frank Warmerdam <warmerdam at pobox.com>
+
+ * Makefile.in: Fix Progs dependency so parallel makes work properly.
+ http://bugzilla.remotesensing.org/show_bug.cgi?id=1475
+
+2006-12-18 Frank Warmerdam <warmerdam at pobox.com>
+
+ * bin/listgeo.c: Don't report hemispheres *and* signs when using -d.
+
+2006-11-11 Frank Warmerdam <warmerdam at pobox.com>
+
+ * xtiff.c, xtiffio.h: Made XTIFFInitialize() public so that
+ applications can call it themselves when using alternate opens.
+ http://bugzilla.remotesensing.org/show_bug.cgi?id=1296
+
+2006-10-18 Frank Warmerdam <warmerdam at pobox.com>
+
+ * Upgraded csv files to EPSG 6.11.1.
+
+2006-10-13 Frank Warmerdam <warmerdam at pobox.com>
+
+ * Makefile.in: Avoid running configure or autoconf automatically.
+ It is nothing but heartache.
+
+2006-07-20 Frank Warmerdam <warmerdam at pobox.com>
+
+ * bin/Makefile.in: Fix prefix handling.
+ http://bugzilla.remotesensing.org/show_bug.cgi?id=1245
+
+2006-06-26 Frank Warmerdam <warmerdam at pobox.com>
+
+ * geo_new.c: If the ascii parameters list is too short for the declared
+ size of an ascii parameter, but it doesn't start off the end of the
+ available string then just trim the length. This is to make the
+ ESRI sample data file 34105h2.tif work properly. I wish we had
+ a way of issuing warnings!
+
+==============================================================================
+
2006-03-02 Frank Warmerdam <warmerdam at pobox.com>
- * Issuing libgeotif 1.2.2 release.
+ * Issuing libgeotif 1.2.3 release.
2005-08-16 Frank Warmerdam <warmerdam at pobox.com>
Modified: packages/geotiff/libgeotiff/branches/upstream/current/Makefile.in
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/Makefile.in 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/Makefile.in 2007-09-19 08:45:41 UTC (rev 1074)
@@ -104,7 +104,7 @@
rm -f libgeotiff.$(SO_EXT)
${LN} $(GEOTIFF_SO) libgeotiff.$(SO_EXT)
-Progs:
+Progs: $(GEOTIFF_SO)
${CD} ${BIN};\
${MAKE}
@@ -172,9 +172,6 @@
rm -rf config.log config.status config.cache geo_config.h
rm -f Makefile
-config.status: configure
- ./configure
-
geo_config.h: geo_config.h.in config.status
./config.status
touch geo_config.h
@@ -189,9 +186,6 @@
cp docs/*.html ../../geotiff-ht; \
fi
-configure: configure.in aclocal.m4
- autoconf
-
install:
$(INSTALL) -d $(DESTDIR)$(libdir)
$(INSTALL) libgeotiff.a $(GEOTIFF_IMP) $(DESTDIR)${libdir}
Modified: packages/geotiff/libgeotiff/branches/upstream/current/README
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/README 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/README 2007-09-19 08:45:41 UTC (rev 1074)
@@ -82,12 +82,12 @@
% make
o If you want to use EPSG tables compiled into the code, use the
- --with-incode-epsg configure switch. It will make the library and
+ --enable-incode-epsg configure switch. It will make the library and
resulting executables substantially larger (~600K), but will avoid any
configuration issues with finding the .csv files.
% rm config.status
- % ./configure --with-incode-epsg
+ % ./configure --enable-incode-epsg
% make clean
% make
Modified: packages/geotiff/libgeotiff/branches/upstream/current/bin/Makefile.in
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/bin/Makefile.in 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/bin/Makefile.in 2007-09-19 08:45:41 UTC (rev 1074)
@@ -20,8 +20,8 @@
EXEEXT=@EXEEXT@
-prefix = /usr/local
-libdir = ${prefix}/lib
+prefix = @prefix@
+libdir = @libdir@
PROGS=${BIN}/makegeo$(EXEEXT) ${BIN}/listgeo$(EXEEXT) ${BIN}/geotifcp$(EXEEXT)
Modified: packages/geotiff/libgeotiff/branches/upstream/current/bin/listgeo.c
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/bin/listgeo.c 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/bin/listgeo.c 2007-09-19 08:45:41 UTC (rev 1074)
@@ -153,30 +153,6 @@
return( szPath );
}
-const char *GTIFDecToDDec( double dfAngle, const char * pszAxis,
- int nPrecision )
-
-{
- char szFormat[30];
- static char szBuffer[50];
- const char *pszHemisphere = NULL;
-
- if( EQUAL(pszAxis,"Long") && dfAngle < 0.0 )
- pszHemisphere = "W";
- else if( EQUAL(pszAxis,"Long") )
- pszHemisphere = "E";
- else if( dfAngle < 0.0 )
- pszHemisphere = "S";
- else
- pszHemisphere = "N";
-
- sprintf( szFormat, "%%%d.%df%s",
- nPrecision+5, nPrecision, pszHemisphere );
- sprintf( szBuffer, szFormat, dfAngle );
-
- return( szBuffer );
-}
-
/*
* Report the file(s) corner coordinates in projected coordinates, and
* if possible lat/long.
@@ -202,8 +178,8 @@
{
if (dec_flag)
{
- fprintf( fp_out, "(%s,", GTIFDecToDDec( x, "Long", 7 ) );
- fprintf( fp_out, "%s)\n", GTIFDecToDDec( y, "Lat", 7 ) );
+ fprintf( fp_out, "(%.7f,", x );
+ fprintf( fp_out, "%.7f)\n", y );
}
else
{
@@ -219,8 +195,8 @@
{
if (dec_flag)
{
- fprintf( fp_out, " (%s,", GTIFDecToDDec( x, "Long", 7 ) );
- fprintf( fp_out, "%s)", GTIFDecToDDec( y, "Lat", 7 ) );
+ fprintf( fp_out, " (%.7f,", x );
+ fprintf( fp_out, "%.7f)", y );
}
else
{
Modified: packages/geotiff/libgeotiff/branches/upstream/current/bin/makegeo.c
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/bin/makegeo.c 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/bin/makegeo.c 2007-09-19 08:45:41 UTC (rev 1074)
@@ -12,6 +12,7 @@
#include "geotiffio.h"
#include "xtiffio.h"
#include <stdlib.h>
+#include <string.h>
void SetUpTIFFDirectory(TIFF *tif);
void SetUpGeoKeys(GTIF *gtif);
@@ -20,7 +21,7 @@
#define WIDTH 20L
#define HEIGHT 20L
-void main()
+int main()
{
char *fname = "newgeo.tif";
TIFF *tif=(TIFF*)0; /* TIFF-level descriptor */
@@ -43,13 +44,13 @@
GTIFWriteKeys(gtif);
GTIFFree(gtif);
XTIFFClose(tif);
- exit (0);
+ return 0;
failure:
printf("failure in makegeo\n");
if (tif) TIFFClose(tif);
if (gtif) GTIFFree(gtif);
- exit (-1);
+ return -1;
}
Modified: packages/geotiff/libgeotiff/branches/upstream/current/configure
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/configure 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/configure 2007-09-19 08:45:41 UTC (rev 1074)
@@ -956,7 +956,7 @@
else
echo "$as_me: WARNING: no configuration information is in $ac_dir" >&2
fi
- cd $ac_popdir
+ cd "$ac_popdir"
done
fi
@@ -1415,7 +1415,7 @@
VERSION_MAJOR=1
VERSION_MINOR=2
-VERSION_POINT=3
+VERSION_POINT=4
VERSION_MAJOR=$VERSION_MAJOR
VERSION_MINOR=$VERSION_MINOR
@@ -1991,8 +1991,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2050,8 +2049,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2167,8 +2165,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2222,8 +2219,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2268,8 +2264,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2313,8 +2308,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -2780,8 +2774,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3101,8 +3094,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3272,8 +3264,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3342,8 +3333,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3507,8 +3497,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3576,8 +3565,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3758,8 +3746,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3863,8 +3850,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -3941,8 +3927,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -4023,8 +4008,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -4104,8 +4088,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -4243,8 +4226,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -4312,8 +4294,7 @@
cat conftest.err >&5
echo "$as_me:$LINENO: \$? = $ac_status" >&5
(exit $ac_status); } &&
- { ac_try='test -z "$ac_c_werror_flag"
- || test ! -s conftest.err'
+ { ac_try='test -z "$ac_c_werror_flag" || test ! -s conftest.err'
{ (eval echo "$as_me:$LINENO: \"$ac_try\"") >&5
(eval $ac_try) 2>&5
ac_status=$?
@@ -5276,11 +5257,6 @@
*) ac_INSTALL=$ac_top_builddir$INSTALL ;;
esac
- if test x"$ac_file" != x-; then
- { echo "$as_me:$LINENO: creating $ac_file" >&5
-echo "$as_me: creating $ac_file" >&6;}
- rm -f "$ac_file"
- fi
# Let's still pretend it is `configure' which instantiates (i.e., don't
# use $as_me), people would be surprised to read:
# /* config.h. Generated by config.status. */
@@ -5319,6 +5295,12 @@
fi;;
esac
done` || { (exit 1); exit 1; }
+
+ if test x"$ac_file" != x-; then
+ { echo "$as_me:$LINENO: creating $ac_file" >&5
+echo "$as_me: creating $ac_file" >&6;}
+ rm -f "$ac_file"
+ fi
_ACEOF
cat >>$CONFIG_STATUS <<_ACEOF
sed "$ac_vpsub
Modified: packages/geotiff/libgeotiff/branches/upstream/current/configure.in
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/configure.in 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/configure.in 2007-09-19 08:45:41 UTC (rev 1074)
@@ -6,7 +6,7 @@
VERSION_MAJOR=1
VERSION_MINOR=2
-VERSION_POINT=3
+VERSION_POINT=4
AC_SUBST(VERSION_MAJOR,$VERSION_MAJOR)
AC_SUBST(VERSION_MINOR,$VERSION_MINOR)
AC_SUBST(VERSION_POINT,$VERSION_POINT)
Modified: packages/geotiff/libgeotiff/branches/upstream/current/cpl_csv_incode.c
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/cpl_csv_incode.c 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/cpl_csv_incode.c 2007-09-19 08:45:41 UTC (rev 1074)
@@ -1,5 +1,5 @@
/**********************************************************************
- * $Id: cpl_csv_incode.c,v 1.7 2004/03/23 18:21:56 warmerda Exp $
+ * $Id: cpl_csv_incode.c,v 1.8 2007/07/20 18:08:29 fwarmerdam Exp $
*
* Name: cpl_struct.c
* Project: libgeotiff
@@ -29,6 +29,9 @@
******************************************************************************
*
* $Log: cpl_csv_incode.c,v $
+ * Revision 1.8 2007/07/20 18:08:29 fwarmerdam
+ * Handle unexpected .csv files, and missing records more gracefully.
+ *
* Revision 1.7 2004/03/23 18:21:56 warmerda
* Added CSVReadParseLine() stub
*
@@ -151,11 +154,15 @@
CSVCompareCriteria eCriteria )
{
datafile_t *csvfile;
- int row, col;
+ int row, col, iFile;
+ iFile = __CSVGetFileId(pszFilename);
+ if( iFile == -1 )
+ return NULL;
+
col = CSVGetFileFieldId(pszFilename, pszKeyFieldName);
- csvfile = (datafile_t *)&files[__CSVGetFileId(pszFilename)];
+ csvfile = (datafile_t *)&files[iFile];
for (row = 1; ((csvfile->rows[row] != 0) && (csvfile->rows[row][col] != 0));
row++) {
if (CSVCompare(csvfile->rows[row][col], pszValue, eCriteria))
@@ -168,9 +175,13 @@
int CSVGetFileFieldId( const char * pszFilename, const char * pszFieldName)
{
datafile_t *csvfile;
- int i;
+ int i, iFile;
- csvfile = (datafile_t *)&files[__CSVGetFileId(pszFilename)];
+ iFile = __CSVGetFileId(pszFilename);
+ if( iFile == -1 )
+ return -1;
+
+ csvfile = (datafile_t *)&files[iFile];
if (!strncmp(csvfile->name,pszFilename,(strlen(pszFilename)-4)))
{
for (i = 0; csvfile->rows[0][i]; i++)
@@ -194,12 +205,12 @@
pszKeyFieldValue, CC_Integer );
if( papszRecord == NULL )
- return NULL;
+ return "";
iField = CSVGetFileFieldId(pszFilename, pszTargetField);
if( iField == -1 )
- return NULL;
+ return "";
else
return (papszRecord[iField]);
}
Modified: packages/geotiff/libgeotiff/branches/upstream/current/csv/build_pcs.py
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/csv/build_pcs.py 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/csv/build_pcs.py 2007-09-19 08:45:41 UTC (rev 1074)
@@ -1,6 +1,6 @@
#!/usr/bin/env python
#******************************************************************************
-# $Id: build_pcs.py,v 1.5 2004/05/04 00:29:31 warmerda Exp $
+# $Id: build_pcs.py,v 1.8 2007/07/20 18:28:43 fwarmerdam Exp $
#
# Project: GDAL
# Purpose: Build the epsg_pcs.csv table with the minimum information
@@ -29,6 +29,15 @@
#******************************************************************************
#
# $Log: build_pcs.py,v $
+# Revision 1.8 2007/07/20 18:28:43 fwarmerdam
+# disable application of gcs.override.csv and pcs.override.csv
+#
+# Revision 1.7 2006/04/21 04:27:24 fwarmerdam
+# added pcs.override support
+#
+# Revision 1.6 2006/04/21 04:00:20 fwarmerdam
+# added SHOW_CRS and DEPRECATED to pcs.csv and gcs.csv
+#
# Revision 1.5 2004/05/04 00:29:31 warmerda
# added gcs.override.csv support
#
@@ -89,6 +98,12 @@
print '%d PCS and %d GCS coordinate systems to process.' % (len(pcs_keys), len(gcs_keys))
##############################################################################
+# Read PCS Override table for manually assigned transformations.
+
+pcs_override_table = csv_tools.CSVTable()
+pcs_override_table.read_from_csv( 'pcs.override.csv' )
+
+##############################################################################
# Setup PCS table fields.
pcs_table = csv_tools.CSVTable()
@@ -98,6 +113,8 @@
pcs_table.add_field('SOURCE_GEOGCRS_CODE') # GCS #
pcs_table.add_field('COORD_OP_CODE') # same asPROJECTION_CONV_CODE
pcs_table.add_field('COORD_OP_METHOD_CODE') # ie. 9807=Transvere Mercator
+pcs_table.add_field('SHOW_CRS') # 0=false, 1=true
+pcs_table.add_field('DEPRECATED') # 0=false, 1=true
max_parms = 7
for i in range(max_parms):
@@ -109,11 +126,26 @@
# Populate PCS table.Setup PCS table fields.
for key in pcs_keys:
+
+ """
+ try:
+ o_rec = pcs_override_table.get_record( key )
+
+ print 'PCS %d overridden from pcs.override.csv file' % key
+ pcs_table.add_record( key, o_rec )
+ continue
+ except:
+ pass
+ """
+
crs_rec = crs.get_record( key )
pcs_rec = {}
pcs_rec['COORD_REF_SYS_CODE'] = crs_rec['COORD_REF_SYS_CODE']
pcs_rec['COORD_REF_SYS_NAME'] = crs_rec['COORD_REF_SYS_NAME']
pcs_rec['SOURCE_GEOGCRS_CODE'] = crs_rec['SOURCE_GEOGCRS_CODE']
+ pcs_rec['SHOW_CRS'] = crs_rec['SHOW_CRS']
+ pcs_rec['DEPRECATED'] = crs_rec['DEPRECATED']
+
if len(pcs_rec['SOURCE_GEOGCRS_CODE']) == 0:
print 'GEOGCRS missing for %s/%s' % (crs_rec['COORD_REF_SYS_CODE'],
crs_rec['COORD_REF_SYS_NAME'])
@@ -223,6 +255,7 @@
if to_wgs84_ops.has_key(source_crs):
if to_wgs84_ops[source_crs] is not None:
print 'GCS %d has multiple ways to WGS84.' % source_crs
+ print to_wgs84_ops[source_crs], key
to_wgs84_ops[source_crs] = None
else:
to_wgs84_ops[source_crs] = key
@@ -251,6 +284,8 @@
gcs_table.add_field('UOM_CODE') # Angular units for GCS.
gcs_table.add_field('ELLIPSOID_CODE') #
gcs_table.add_field('PRIME_MERIDIAN_CODE') #
+gcs_table.add_field('SHOW_CRS') # 0=false, 1=true
+gcs_table.add_field('DEPRECATED') # 0=false, 1=true
gcs_table.add_field('COORD_OP_METHOD_CODE') #
gcs_table.add_field('DX') # +towgs84 parameters.
gcs_table.add_field('DY')
@@ -265,6 +300,7 @@
for key in gcs_keys:
+ """
try:
o_rec = gcs_override_table.get_record( key )
@@ -273,12 +309,15 @@
continue
except:
pass
-
+ """
+
crs_rec = crs.get_record( key )
gcs_rec = {}
gcs_rec['COORD_REF_SYS_CODE'] = crs_rec['COORD_REF_SYS_CODE']
gcs_rec['COORD_REF_SYS_NAME'] = crs_rec['COORD_REF_SYS_NAME']
gcs_rec['DATUM_CODE'] = crs_rec['DATUM_CODE']
+ gcs_rec['SHOW_CRS'] = crs_rec['SHOW_CRS']
+ gcs_rec['DEPRECATED'] = crs_rec['DEPRECATED']
gcs_rec['UOM_CODE'] = get_crs_uom(crs_rec, cs, ca )
Modified: packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_axis.csv
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_axis.csv 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_axis.csv 2007-09-19 08:45:41 UTC (rev 1074)
@@ -19,6 +19,26 @@
4408,9907,north,N,9084,2
4409,9906,east,E,9040,1
4409,9907,north,N,9040,2
+4410,9906,east,E,9301,1
+4410,9907,north,N,9301,2
+4462,9906,South along 180 deg,X,9001,1
+4462,9907,South along 90 deg West,Y,9001,2
+4463,9906,South along 100 deg East,X,9001,1
+4463,9907,South along 170 deg West,Y,9001,2
+4464,9906,South along 90 deg West,X,9001,1
+4464,9907,South along 0 deg,Y,9001,2
+4465,9906,South along 50 deg East,X,9001,1
+4465,9907,South along 140 deg East,Y,9001,2
+4466,9906,South along 10 deg West,X,9001,1
+4466,9907,South along 80 deg East,Y,9001,2
+4467,9906,South along 60 deg West,X,9001,1
+4467,9907,South along 30 deg East,Y,9001,2
+4468,9906,South along 45 deg East,X,9001,1
+4468,9907,South along 135 deg East,Y,9001,2
+4469,9906,South along 90 deg East,X,9001,1
+4469,9907,South along 180 deg,Y,9001,2
+4470,9906,North along 90 deg East,X,9001,1
+4470,9907,North along 0 deg,Y,9001,2
4471,9906,North along 75 deg West,E,9001,1
4471,9907,North along 165 deg West,N,9001,2
4472,9906,North along 60 deg West,E,9001,1
@@ -81,12 +101,18 @@
4500,9907,north,N,9001,1
4501,9907,north,N,9001,1
4501,9908,west,E,9001,2
+4502,9906,east,E,9005,2
+4502,9907,north,N,9005,1
4530,9906,east,Y,9001,2
4530,9907,north,X,9001,1
4531,9906,east,y,9001,2
4531,9907,north,x,9001,1
4532,9906,east,X,9001,2
4532,9907,north,Y,9001,1
+4533,9906,east,Y,9098,2
+4533,9907,north,X,9098,1
+4534,9906,east,none,9001,2
+4534,9907,north,none,9001,1
6401,9901,north,Lat,9108,1
6401,9902,east,Long,9108,2
6401,9903,up,h,9001,3
Modified: packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation.csv
===================================================================
--- packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation.csv 2007-09-18 02:41:20 UTC (rev 1073)
+++ packages/geotiff/libgeotiff/branches/upstream/current/csv/coordinate_operation.csv 2007-09-19 08:45:41 UTC (rev 1074)
@@ -8,7 +8,7 @@
107,DMS to DMSH,conversion,,,,,1262,Convert degree minute second representation to and from degrees minutes seconds hemisphere representation.,0,9643,,,,EPSG,EPSG,2002-11-22,,1,1
108,HDMS to DMSH,conversion,,,,,1262,Convert hemisphere degree minute second representation to and from degrees minutes seconds hemisphere representation.,0,9644,,,,EPSG,EPSG,2002-11-22,,1,1
1025,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,,9630,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where m=(latitude - 55) degrees and n=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,EPSG,2002-06-22,99.74 2000.55 2002.40,1,1
-1026,Madrid 1870 (Madrid) to ED50 (1),transformation,4903,4230,IGB-Esp,1,2366,?,10,9617,,,It is preferable to use whichever of either Madrid 1870 (Madrid) to ED50 (2) (code 1027) or Madrid 1870 (Madrid) to ED50 (3) (code 1028) is applicable to the area.,Institut de Geomatica; Barcelona,EPSG,2003-02-06,99.82 99.74 2003.051 2004.17,1,0
+1026,Madrid 1870 (Madrid) to ED50 (1),transformation,4903,4230,IGB-Esp,1,2366,?,10,9617,,,It is preferable to use whichever of either Madrid 1870 (Madrid) to ED50 (2) (code 1027) or Madrid 1870 (Madrid) to ED50 (3) (code 1028) is applicable to the area.,Institut de Geomatica; Barcelona,EPSG,2007-03-22,99.82 99.74 2003.051 2004.17 2007.043,1,0
1027,Madrid 1870 (Madrid) to ED50 (2),transformation,4903,4230,IGB-Esp N,2,2367,?,5,9617,,,Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1026).,Institut de Geomatica; Barcelona,EPSG,2003-02-06,99.82 99.74 2003.051 2004.17,1,0
1028,Madrid 1870 (Madrid) to ED50 (3),transformation,4903,4230,IGB-Esp S,3,2368,?,5,9617,,,Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1026).,Institut de Geomatica; Barcelona,EPSG,2000-03-07,99.82 99.74 2004.17,1,0
1029,Amersfoort / RD New to ED50 / UTM zone 31N (1),transformation,28992,23031,NCG-Nld,1,1172,?,,9632,9001,9001,For reverse transformation see ED50 / UTM 31N to Amersfoort / RD New (1) (code 1030).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07,,1,1
@@ -17,12 +17,12 @@
1032,ED50 / UTM zone 31N to Amersfoort / RD New (2),transformation,23031,28992,NAM-Nld,2,1172,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (2) (code 1031).,Shell / NAM,EPSG,2000-03-07,,1,1
1033,Belge 72 / Lambert to ED50 / UTM zone 31N (1),transformation,31300,23031,NCG-Bel,1,1044,?,999,9631,9001,9001,For reverse transformation see ED50 / UTM 31N to Belge 72 / Lambert (code 1034).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07,,1,1
1034,ED50 / UTM zone 31N to Belge 72 / Lambert (1),transformation,23031,31300,NCG-Bel,1,1044,?,999,9631,9001,9001,For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1033).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2000-03-07,,1,1
-1035,Astra Minas to Campo Inchauspe / Argentina 2,transformation,5800,22192,IHS-Arg ComRiv,1,1265,Oil exploration.,5,9621,,,,IHS Energy,EPSG,2000-06-23,,1,0
-1036,OSGB 1936 / British National Grid to ETRS89 (1),transformation,27700,4258,OSGB-Gbr,1,1264,Accuracy 0.2m at 67% confidence level.,0.2,9633,,,Replaced by OSGB 1936 / British National Grid to ETRS89 (2) (code 1039).,http://www.gps.gov.uk/gpssurveying.asp,EPSG,2002-09-19,2002.62,1,0
+1035,Astra Minas to Campo Inchauspe / Argentina 2 (1),transformation,5800,22192,IHS-Arg ComRiv,1,1265,Oil exploration.,5,9621,,,,IHS Energy,EPSG,2006-12-11,2006.89,1,0
+1036,OSGB 1936 / British National Grid to ETRS89 (1),transformation,27700,4258,OSGB-Gbr,1,1264,Accuracy 0.2m at 67% confidence level.,0.2,9633,,,Withdrawn and replaced by OSGB 1936 / British National Grid to ETRS89 (2) (code 1039).,http://www.gps.gov.uk/gpssurveying.asp,EPSG,2007-03-22,2002.62 2007.043,1,0
1037,Amersfoort / RD New to ED50 / TM 5 NE (1),transformation,28992,23095,NAM-Nld,1,1630,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1038).,Shell / NAM,EPSG,2002-07-13,,1,1
1038,ED50 / TM 5 NE to Amersfoort / RD New (1),transformation,23095,28992,NAM-Nld,2,1630,Oil exploration.,,9632,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1037).,Shell / NAM,EPSG,2002-07-13,,1,1
-1039,OSGB 1936 / British National Grid to ETRS89 (2),transformation,27700,4258,OSGB-UK Gbr02,2,1264,Accuracy 0.1m at 67% confidence level.,0.1,9633,,,Replaces OSGB 1936 / British National Grid to ETRS89 (1) (code 1036). May be taken as approximate transformation OSGB 1936 / British National Grid to WGS 84 - see code 1040.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2002-09-19,,1,0
-1040,OSGB 1936 / British National Grid to WGS 84 (2),transformation,27700,4979,EPSG-UK Gbr02,2,1264,Accuracy 1m.,1,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (2) (code 1039) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-09-19,,1,0
+1039,OSGB 1936 / British National Grid to ETRS89 (2),transformation,27700,4258,OSGB-UK Gbr02,2,1264,Accuracy 0.1m at 67% confidence level.,0.1,9633,,,Replaces OSGB 1936 / British National Grid to ETRS89 (1) (code 1036). May be taken as approximate transformation OSGB 1936 / British National Grid to WGS 84 - see code 15956.,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2007-07-15,2007.067,1,0
+1040,OSGB 1936 / British National Grid to WGS 84 (2),transformation,27700,4979,EPSG-UK Gbr02,2,1264,Accuracy 1m.,1,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (2) (code 1039) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-09-19,,1,1
1041,TM75 to ETRS89 (1),transformation,4300,4258,Osi-Ire,1,1305,Accuracy 0.4m (95%).,0.4,9648,9102,9102,Derived at 183 points. Recommended by OSi and OSNI for all horizontal transformations in the Republic and Northern Ireland. Use iteration for reverse transformation ETRS89 to TM75. May be used as approximation for TM75 to WGS 84 (see code 1042).,"Ordnance Survey of Great Britain, http://www.gps.gov.uk",EPSG,2002-12-21,,1,0
1042,TM75 to WGS 84 (1),transformation,4300,4326,EPSG-Ire,1,1305,Accuracy 1m.,1,9648,9102,9102,Parameter values taken from TM75 to ETRS89 (1) (code 1041) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Use iteration for reverse transformation WGS 84 to TM75.,EPSG,EPSG,2002-12-21,,1,0
1043,ED50 to ED87 (1),transformation,4230,4231,5Nat-NSea-90,1,2330,?,1,9651,9102,9102,Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where U=(latitude - 55) degrees and V=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.,Norwegian Mapping Authority publication 1990:1,EPSG,2002-12-21,,1,1
@@ -34,9 +34,9 @@
1049,ED50 / UTM zone 31N to Belge 72 / Lambert (1),transformation,23031,31300,NCG-Bel,1,1044,?,1,9652,9001,9001,For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1048).,"Nederlandse Commissie voor Geodesie publication 30; ""Globale en Lokale Geodetische Systemen""; G. Strang van Hees.",EPSG,2002-12-21,,1,0
1050,Amersfoort / RD New to ED50 / TM 5 NE (1),transformation,28992,23095,NAM-Nld,1,1630,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1051).,Shell / NAM,EPSG,2002-12-21,,1,0
1051,ED50 / TM 5 NE to Amersfoort / RD New (1),transformation,23095,28992,NAM-Nld,2,1630,Oil exploration.,1,9653,9001,9001,Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1050).,Shell / NAM,EPSG,2002-12-21,,1,0
-1052,ED50 to WGS 84 (35),transformation,4230,4326,DMA-Eur W,35,2879,Minerals management in Germany.,5,9654,9102,9102,Adopted at June 2003 agreement between LBA and BSH. From TR8350.2 MRE for onshore western Europe. May be approximated to better than 0.5m by transformation code 1998. LBA will also accept TR8350.2 mean Europe geocentric translation (code 1133).,Landesbergamt for Lower Saxony and Bundesanstalt für Seeschifffahrt und Hydrographie.,EPSG,2004-10-22,2003.201 2004.63,1,0
-1053,NTF to RGF93 (1),transformation,4275,4171,IGN-Fra 1m,1,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,May be used for transformation of NTF to/from ETR89 as RGR93 may be considered equivalent to ETRS89 within the accuracy of the transformation. See tfm code 1054.,"Institut Geographique National (IGN) document NTG_88.pdf, ""Grille de parametres de transformation de coordonnees"". http://www.ign.fr",EPSG,2004-03-15,,1,0
-1054,NTF to ETRS89 (2),transformation,4275,4258,EPSG-Fra 1m,2,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,These parameter values are taken from NTF to RGR93 (1) (code 1053) as RGR93 may be considered equivalent to ETRS89 within the accuracy of the transformation.,EPSG,EPSG,2004-03-15,,1,0
+1052,ED50 to WGS 84 (35),transformation,4230,4326,DMA-Eur W,35,2879,Minerals management in Germany.,5,9654,9102,9102,Adopted at June 2003 agreement between LBA and BSH. From TR8350.2 MRE for onshore western Europe. May be approximated to better than 0.5m by transformation code 1998. LBA will also accept TR8350.2 mean Europe geocentric translation (code 1133).,Landesbergamt for Lower Saxony and Bundesanstalt für Seeschifffahrt und Hydrographie.,EPSG,2007-03-22,2003.201 2004.63 2007.043,1,0
+1053,NTF to RGF93 (1),transformation,4275,4171,IGN-Fra 1m,1,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,May be used for transformation of NTF to/from ETR89 and WGS 84 as RGR93 may be considered equivalent to ETRS89 or WGS 84 within the accuracy of the transformation. See tfm codes 1054 and 15939. May be emulated using NTv2 method - see tfm code 15940.,"Institut Geographique National (IGN) document NTG_88.pdf, ""Grille de parametres de transformation de coordonnees"". http://www.ign.fr",EPSG,2007-05-29,2007.036,1,0
+1054,NTF to ETRS89 (2),transformation,4275,4258,EPSG-Fra 1m,2,1326,For applications requiring an accuracy of better than 1 metre.,1,9655,,,These parameter values are taken from NTF to RGR93 (1) (code 1053) as RGR93 may be considered equivalent to ETRS89 within the accuracy of the transformation. May be emulated using NTv2 method - see tfm code 15941.,EPSG,EPSG,2007-05-29,2007.036,1,0
1055,Ain el Abd to WGS 84 (3),transformation,4204,4326,WGC-Kwt,3,1136,1 metre accuracy.,1,9603,,,Derived at station K1.,KOC,EPSG,2004-06-16,,1,0
1056,Ain el Abd to WGS 84 (4),transformation,4204,4326,Par-Kwt,4,1136,1 metre accuracy.,1,9607,,,"Derivation is more precise, but no evidence that accuracy is better than Ain el Abd to WGS 84 (3). EPSG recommends using Ain el Abd to WGS 84 (3).",KOC,EPSG,2004-06-16,,1,0
1057,Ain el Abd to WGS 84 (5),transformation,4204,4326,Par-Kwt N,5,2956,1 metre accuracy.,1,9607,,,.,KOC,EPSG,2004-06-16,,1,0
@@ -48,16 +48,16 @@
1063,Vientiane 1982 to Lao 1997 (1),transformation,4676,4678,NGD-Lao,1,1138,Accuracy 2m.,2,9603,,,Derived at 8 stations.,National Geographic Department,EPSG,2004-04-27,,1,0
1064,Lao 1993 to Lao 1997 (1),transformation,4677,4678,NGD-Lao,1,1138,Accuracy 0.15m,0.15,9603,,,Derived at 25 stations.,National Geographic Department,EPSG,2004-04-27,,1,0
1065,Lao 1997 to WGS 84 (1),transformation,4678,4326,NGD-Lao,1,1138,Accuracy 5m.,5,9603,,,Derived at 25 stations.,National Geographic Department,EPSG,2004-04-27,,1,0
-1066,Amersfoort to ETRS89 (2),transformation,4289,4258,NCG-Nld 2000,2,1275,Accuracy 0.5m,0.5,9636,,,Superseded by Amersfoort to ETRS89 (4) (tfm code 15740). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 1751.,http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-04-14,2005.08,1,0
+1066,Amersfoort to ETRS89 (2),transformation,4289,4258,NCG-Nld 2000,2,1275,Accuracy 0.5m,0.5,9636,,,Replaced by Amersfoort to ETRS89 (4) (tfm code 15740). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 1751.,http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2005.08 2007.043,1,0
1067,Minna to WGS 84 (11),transformation,4263,4326,Stat-Nga,11,1717,Oil industry exploration and production.,5,9603,,,"Used by Statoil for deep water blocks 210, 213, 217 and 218. Parameter values interpolated from Racal Survey geocentric translation contour charts for each of these four blocks and then meaned.",Statoil.,EPSG,2004-04-27,,1,0
1068,Guam 1963 to NAD83(HARN) (1),transformation,4675,4152,NGS-Gum,1,1110,"Geodetic survey. Accuracy 3 m in each component, 1 sigma.",5,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs Guam 1963 and NAD83(HARN) (codes 4675 and 4152) have longitudes positive east. Can be used as approximation for tfm between Guam 1963 and WGS 84 - see tfm code 1069.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/readme.txt,EPSG,2004-04-22,,1,0
1069,Guam 1963 to WGS 84 (2),transformation,4675,4326,EPSG-Gum,2,1110,Accuracy 5m.,5,9613,,,"Parameter files are from Guam 1963 to NAD83(HARN) (1) (code 1068), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.",EPSG,EPSG,2006-02-03,2006.021,1,0
1070,Guam to WGS 84 (1),transformation,4675,4326,DMA-Gum,1,1110,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1071,Palestine 1923 to Israel (1),transformation,4281,4141,SoI-Isr,1,1126,Accuracy: 1.5m,1.5,9603,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2004-04-14,,1,0
-1072,Palestine 1923 / Israeli CS to Israel / Israeli TM (1),transformation,28193,2039,SoI-Isr,1,1126,Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31 deg 15 min N).,3,9656,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2004-04-14,,1,0
+1071,Palestine 1923 to Israel (1),transformation,4281,4141,SoI-Isr,1,1126,Accuracy: 1.5m,1.5,9603,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2006-10-13,2006.89,1,0
+1072,Palestine 1923 / Israeli CS to Israel / Israeli TM (1),transformation,28193,2039,SoI-Isr,1,1126,Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31 deg 15 min N).,3,9656,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2006-10-13,2006.89,1,0
1073,Israel to WGS 84 (1),transformation,4141,4326,SoI-Isr,1,1126,Accuracy: 2m,2,9603,,,For more accurate transformation contact Survey of Israel.,Survey of Israel,EPSG,2004-04-14,,1,0
1074,Palestine 1923 to WGS 84 (1),transformation,4281,4326,EPSG-Isr,1,1126,Oil Exploration. Accuracy: 1m to north and 5m to south of east-west line through Beersheba (31 deg 15 min N).,2,9606,,,Not recognised by Survey of Israel. See Palestine 1923 to WGS 84 (2) (code 8650).,Various industry sources,EPSG,2004-04-14,,1,0
-1075,ED50 to WGS 84 (38),transformation,4230,4326,TPAO-Tur,38,2896,Oil Exploration,10,9603,,,"Derived in 1987 by Geodetic for TPAO. Used on BP 1991/92 2D seismic surveys in central and eastern Turkish sector of Black Sea. In Turkey, superseded by tfm code 1784. Also adopted for use offshore Israel.",Various industry sources,EPSG,2004-04-14,,1,0
+1075,ED50 to WGS 84 (38),transformation,4230,4326,TPAO-Tur,38,2896,Oil Exploration,10,9603,,,"Derived in 1987 by Geodetic for TPAO. Used on BP 1991/92 2D seismic surveys in central and eastern Turkish sector of Black Sea. In Turkey, replaced by tfm code 1784. Also adopted for use offshore Israel.",Various industry sources,EPSG,2007-03-22,2007.043,1,0
1076,PSAD56 to WGS 84 (13),transformation,4248,4326,EPSG-Ven,13,1251,Approximation at the +/- 1m level.,1,9636,,,Parameter vales are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-03-26,,1,1
1077,La Canoa to WGS 84 (2),transformation,4247,4326,EPSG-Ven,2,1251,Approximation at the +/- 1m level.,1,9636,,,Parameter values are from La Canoa to REGVEN (1) (code 1076) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-03-26,,1,1
1078,Luxembourg 1930 to ETRS89 (2),transformation,4181,4258,ACT-Lux 0.1m,2,1146,For applications to an accuracy of 0.1 metre.,0.1,9636,,,May be taken as approximate transformation Luxembourg 1930 to WGS 84 - see code 1079.,Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT,EPSG,2004-03-09,,1,0
@@ -65,10 +65,10 @@
1080,CI1971 to WGS 84 (1),transformation,4672,4326,DMA-Nzl CI,1,2889,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html",EPSG,2005-05-21,2005.20 2005.21,1,0
1081,CI1979 to WGS 84 (1),transformation,4673,4326,OSG-Nzl CI,1,2889,For applications requiring 2m accuracy.,2,9607,,,Derived at 4 stations using concatenation through WGS72. Parameter vales are also used to transform CI1979 to NZGD2000 - see tfm code 1082.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",EPSG,2004-02-17,,1,0
1082,CI1979 to NZGD2000 (1),transformation,4673,4167,OSG-Nzl CI,1,2889,For applications requiring 2m accuracy.,2,9607,,,Parameter vales are from CI1979 to WGS 84 (1) (code 1081) assuming that WGS 84 is equivalent to NZGD2000 within the accuracy of the transformation.,"Office of Surveyor General (OSG) Technical Report 14, June 2001.",EPSG,2004-02-17,,1,0
-1083,JAD69 to WGS 72 (2),transformation,4242,4322,PC-Jam,2,1128,For oil exploration.,10,9603,,,Derived in 1981 through Transit observations at 4 stations by Geodetic Survey for Petroleum Corporation of Jamaica.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2004-09-10,,1,0
-1084,JAD69 to WGS 84 (1),transformation,4242,4326,UT-Jam 5m,1,1128,For applications requiring 5m accuracy.,5,9603,,,Derived via NAD27 and WGS 72. Preliminary values derived by Survey Department but not officially promulgated.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2004-02-17,,1,0
-1085,JAD69 to WGS 84 (2),transformation,4242,4326,UT-Jam 2m,2,1128,For applications requiring 2m accuracy.,2,9603,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2004-02-17,,1,0
-1086,JAD69 to WGS 84 (3),transformation,4242,4326,UT-Jam 1m,3,1128,For applications requiring 1m accuracy.,1,9607,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2004-02-17,,1,0
+1083,JAD69 to WGS 72 (2),transformation,4242,4322,PC-Jam,2,3342,For oil exploration.,10,9603,,,Derived in 1981 through Transit observations at 4 stations by Geodetic Survey for Petroleum Corporation of Jamaica.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2007-01-19,2007.001,1,0
+1084,JAD69 to WGS 84 (1),transformation,4242,4326,UT-Jam 5m,1,3342,For applications requiring 5m accuracy.,5,9603,,,Derived via NAD27 and WGS 72. Preliminary values derived by Survey Department but not officially promulgated.,"""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2007-01-19,2007.001,1,0
+1085,JAD69 to WGS 84 (2),transformation,4242,4326,UT-Jam 2m,2,3342,For applications requiring 2m accuracy.,2,9603,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2007-01-19,2007.001,1,0
+1086,JAD69 to WGS 84 (3),transformation,4242,4326,UT-Jam 1m,3,3342,For applications requiring 1m accuracy.,1,9607,,,"Derived at 4 stations, tested at a further 9.","""GPS Coordinate Transformation Parameters for Jamaica"", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org",EPSG,2004-02-17,,1,1
1087,ED50 to WGS 84 (37),transformation,4230,4326,RJGC-Jor,37,1130,Topographic mapping.,999,9603,,,Information has not been confirmed by National Mapping Agency.,Various industry sources,EPSG,2004-01-29,,1,0
1088,Monte Mario to WGS 84 (5),transformation,4265,4326,ENI-Ita Adr N Anc,5,2882,Oil exploration and production,10,9603,,,,ENI E&P Division (AGIP),EPSG,2004-01-20,,1,0
1089,Monte Mario to WGS 84 (6),transformation,4265,4326,ENI-Ita Adr Anc-Gar,6,2883,Oil exploration and production,10,9603,,,,ENI E&P Division (AGIP),EPSG,2004-01-20,,1,0
@@ -94,7 +94,7 @@
1109,AGD84 to WGS 84 (1),transformation,4203,4326,DMA-Aus,1,2575,For military purposes only. Accuracy 2m in each axis.,4,9603,,,Derived at 90 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1110,Ain el Abd to WGS 84 (1),transformation,4204,4326,DMA-Bhr,1,1040,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,97.06,1,0
1111,Ain el Abd to WGS 84 (2),transformation,4204,4326,DMA-Sau,2,1206,For military purposes. Accuracy 10m in each axis.,18,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
-1112,Amersfoort to WGS 84 (1),transformation,4289,4326,NCG-Nld 93,1,1275,?,1,9606,,,Superseded by Amersfoort to WGS 84 (2) (code 1672).,Nederlandse Commissie voor Geodesie publication 30; 1993.,EPSG,2002-12-09,97.07 2002.90,1,0
+1112,Amersfoort to WGS 84 (1),transformation,4289,4326,NCG-Nld 93,1,1275,?,1,9606,,,Replaced by Amersfoort to WGS 84 (2) (code 1672).,Nederlandse Commissie voor Geodesie publication 30; 1993.,EPSG,2007-03-22,97.07 2002.90 2007.043,1,0
1113,Arc 1950 to WGS 84 (1),transformation,4209,4326,DMA-mean,1,2312,"For military purposes only. Accuracy 20m, 33m and 20m in X, Y and Z axes.",44,9603,,,Derived at 41 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1114,Arc 1950 to WGS 84 (2),transformation,4209,4326,DMA-Bwa,2,1051,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 9 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1115,Arc 1950 to WGS 84 (3),transformation,4209,4326,DMA-Bdi,3,1058,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
@@ -113,10 +113,9 @@
1128,Cape to WGS 84 (1),transformation,4222,4326,DMA-Zaf,1,1215,"For military purposes. Accuracy 3m, 6m and 6m in X, Y and Z axes.",9,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1129,Cape to WGS 84 (2),transformation,4222,4326,DSLI-Zaf,2,1215,?,15,9603,,,Residuals should not exceed 15 metres. Parameter values are from Cape to Hartebeesthoek94 (1) (code 1504) assuming that Hartebeesthoek94 and WGS 84 are equivalent within the accuracy of the transformation.,"Private Communication, Directorate of Surveys and Land Information, Cape Town.",EPSG,1996-10-18,,1,0
1130,Carthage to WGS 84 (1),transformation,4223,4326,DMA-Tun,1,1236,"For military purposes. Accuracy 6m, 9m and 8m in X, Y and Z axes.",14,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1131,Chua to WGS 84 (1),transformation,4224,4326,DMA-Pry,1,1188,"For military purposes. Accuracy 6m, 9m and 5m in X, Y and Z axes.",12,9603,,,"Derived at 6 stations. Note: Area of use given by information source is Paraguay; Chua datum is used primarily in Brazil, but with a connecting traverse through northern Paraguay.",U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-12-30,2005.20 2005.21 2005.84,1,0
+1131,Chua to WGS 84 (1),transformation,4224,4326,DMA-Pry,1,1188,"For military purposes. Accuracy 6m, 9m and 5m in X, Y and Z axes.",12,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2006-10-13,2005.20 2005.21 2005.84 2006.49 2006.89,1,0
1132,Corrego Alegre to WGS 84 (1),transformation,4225,4326,DMA-Bra,1,1293,"For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.",8,9603,,,Derived at 17 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-12-30,2005.20 2005.841,1,0
-1133,ED50 to WGS 84 (1),transformation,4230,4326,DMA-mean,1,2420,"For military purposes. Accepted for minerals management in Germany. Accuracy 3m, 8m and 5m in X, Y and Z axes.",10,9603,,,"Derived at 85 stations. In Germany will be accepted by LBA for minerals management purposes as alternative to tfm 1052 or 1998.
-Info source also includes Faroe Islands in area of use but source CRS is not applicable there.",U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2004.63 2005.20,1,0
+1133,ED50 to WGS 84 (1),transformation,4230,4326,DMA-mean,1,2420,"For military purposes. Accepted for minerals management in Germany. Accuracy 3m, 8m and 5m in X, Y and Z axes.",10,9603,,,Derived at 85 stations. In Germany will be accepted by LBA for minerals management purposes as alternative to tfm 1052 or 1998.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2006-03-16,2004.63 2005.20 2005.471,1,0
1134,ED50 to WGS 84 (2),transformation,4230,4326,DMA-cenEur,2,2421,For military purposes only. Accuracy 3m each axis.,6,9603,,,Derived at 52 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1135,ED50 to WGS 84 (3),transformation,4230,4326,DMA-midEast,3,2345,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1136,ED50 to WGS 84 (4),transformation,4230,4326,DMA-Cyp,4,1078,For military purposes only. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
@@ -137,11 +136,11 @@
1151,NZGD49 to WGS 84 (1),transformation,4272,4326,DMA-Nzl,1,1175,"For military purposes only. Accuracy 5m, 3m and 5m in X, Y and Z axes.",8,9603,,,Derived at 14 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1152,Hu Tzu Shan to WGS 84 (1),transformation,4236,4326,DMA-Twn,1,1228,For military purposes. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1153,Indian 1954 to WGS 84 (1),transformation,4239,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 15m, 6m and 12m in X, Y and Z axes.",21,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,97.06,1,0
-1154,Indian 1975 to WGS 84 (1),transformation,4240,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Superseded by Indian 1975 to WGS 84 (2) (code 1304).,U.S. Defense Mapping Agency TR8350.2 second edition September 1991,EPSG,1996-10-18,,1,0
+1154,Indian 1975 to WGS 84 (1),transformation,4240,4326,DMA-Tha,1,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Replaced by Indian 1975 to WGS 84 (2) (code 1304).,U.S. Defense Mapping Agency TR8350.2 second edition September 1991,EPSG,2007-03-22,2007.043,1,0
1155,Kalianpur 1937 to WGS 84 (1),transformation,4144,4326,DMA-Bgd,1,1041,"For military purposes. Accuracy 10m, 8m and 12m in X, Y and Z axes.",18,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2005-05-27,97.235 2005.21,1,0
1156,Kalianpur 1975 to WGS 84 (1),transformation,4146,4326,DMA-Ind Npl,1,2411,"For military purposes. Accuracy 12m, 10m and 15m in X, Y and Z axes.",22,9603,,,Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2005-05-27,97.235 2005.21,1,0
1157,Kandawala to WGS 84 (1),transformation,4244,4326,DMA-Lka,1,1218,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1158,Kertau to WGS 84 (1),transformation,4245,4326,DMA-Mys Sgp,1,1309,"For military purposes. Accuracy 10m, 8m and 6m in X, Y and Z axes.",15,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
+1158,Kertau 1968 to WGS 84 (1),transformation,4245,4326,DMA-Mys Sgp,1,1309,"For military purposes. Accuracy 10m, 8m and 6m in X, Y and Z axes.",15,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2007-01-04,2005.20 2006.251 2006.89,1,0
1159,Leigon to WGS 84 (1),transformation,4250,4326,DMA-Gha,1,1104,"For military purposes. Accuracy 2m, 3m and 2m in X, Y and Z axes.",5,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1160,Liberia 1964 to WGS 84 (1),transformation,4251,4326,DMA-Lbr,1,1142,For military purposes only. Accuracy 15m in each axis.,26,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1161,Luzon 1911 to WGS 84 (1),transformation,4253,4326,DMA-Phl N,1,2364,"For military purposes. Accuracy 8m, 11m and 9m in X, Y and Z axes.",17,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
@@ -169,14 +168,14 @@
1183,NAD27 to WGS 84 (14),transformation,4267,4326,DMA-Can Yuk,14,2417,"For military purposes only. Accuracy 5m, 8m and 3m in X, Y and Z axes.",10,9603,,,Derived at 8 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1184,NAD27 to WGS 84 (15),transformation,4267,4326,DMA-Pan,15,2385,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1185,NAD27 to WGS 84 (16),transformation,4267,4326,DMA-Cuba,16,1077,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1186,NAD27 to WGS 84 (17),transformation,4267,4326,DMA-Grl,17,2386,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
+1186,NAD27 to WGS 84 (17),transformation,4267,4326,DMA-Grl,17,2386,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations. Note: NAD27 is not used in Greenland.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2006-07-21,2005.20 2006.466,1,0
1187,NAD27 to WGS 84 (18),transformation,4267,4326,DMA-Mex,18,1160,"For military purposes only. Accuracy 8m, 6m and 6m in X, Y and Z axes.",12,9603,,,Derived at 22 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1188,NAD83 to WGS 84 (1),transformation,4269,4326,DMA-N Am,1,1325,Accuracy 2m in each axis.,4,9603,,,Derived at 312 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,97.06,1,0
1189,Nahrwan 1967 to WGS 84 (1),transformation,4270,4326,DMA-Omn Mas,1,2391,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1190,Nahrwan 1967 to WGS 84 (2),transformation,4270,4326,DMA-Sau,2,1206,For military purposes. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1191,Nahrwan 1967 to WGS 84 (3),transformation,4270,4326,DMA-UAE,3,1243,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1192,Naparima 1972 to WGS 84 (1),transformation,4271,4326,DMA-Tto,1,1235,For military purposes only. Accuracy given by NIMA 15m in each axis. EPSG believes there is an 8-10m blunder in dX.,33,9603,,,CAUTION: EPSG believes that these parameter values include a blunder and that if NIMA transformation parameters are to be used the 1987 version (EPSG code 1307) be used.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-06-30,98.102,1,0
-1193,NTF to WGS 84 (1),transformation,4275,4326,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report RT/G 14; January 1988.,EPSG,1996-10-18,,1,0
+1193,NTF to WGS 84 (1),transformation,4275,4326,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to ETRS89. See NTF to ETRS89 (1) (code 1651).,IGN technical report RT/G 14; January 1988.,EPSG,2006-12-29,2006.992,1,0
1195,OSGB 1936 to WGS 84 (1),transformation,4277,4326,DMA-Gbr,1,1264,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",21,9603,,,Derived at 38 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1196,OSGB 1936 to WGS 84 (2),transformation,4277,4326,DMA-Gbr Eng,2,2395,"For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.",10,9603,,,Derived at 24 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1197,OSGB 1936 to WGS 84 (3),transformation,4277,4326,DMA-Gbr E&W,3,2396,"For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.",21,9603,,,Derived at 25 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
@@ -214,21 +213,21 @@
1230,Tokyo to WGS 84 (1),transformation,4301,4326,DMA-Jpn Kor,1,2409,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",29,9603,,,Derived at 31 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,97.06,1,0
1231,Tokyo to WGS 84 (2),transformation,4301,4326,DMA-Jpn,2,1129,"For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.",13,9603,,,Derived at 16 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1232,Tokyo to WGS 84 (3),transformation,4301,4326,DMA-Kor,3,1135,"For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.
-.",13,9603,,,Derived at 29 stations. Superseded by Tokyo to WGS 84 (5) (code 1305).,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,97.06,1,0
+.",13,9603,,,Derived at 29 stations. Replaced by Tokyo to WGS 84 (5) (code 1305).,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,97.06 2007.043,1,0
1233,Tokyo to WGS 84 (4),transformation,4301,4326,DMA-Jpn Ok,4,2408,"For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.",29,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1996-10-18,,1,0
1234,Yacare to WGS 84 (1),transformation,4309,4326,DMA-Ury,1,1247,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1235,Zanderij to WGS 84 (1),transformation,4311,4326,DMA-Sur,1,1222,"For military purposes. Accuracy 5m, 5m and 8m in X, Y and Z axes.",11,9603,,,Derived at 5 stations.,EPSG,EPSG,2005-04-14,,1,0
-1236,AGD84 to WGS 84 (2),transformation,4203,4326,Auslig-Aus old,2,2575,Preliminary estimate - now superseded.,5,9607,,,"""Higgins parameters"". Superseded by AGD84 to GDA94 (2) (code 1280) and AGD84 to WGS 84 (7) (code 1669).",Australian Surveying and Land Information Group - www.auslig.gov.au/geodesy,EPSG,1997-11-13,,1,0
+1236,AGD84 to WGS 84 (2),transformation,4203,4326,Auslig-Aus old,2,2575,Preliminary estimate.,5,9607,,,"""Higgins parameters"". Replaced by AGD84 to GDA94 (2) (code 1280) and AGD84 to WGS 84 (7) (code 1669).",Australian Surveying and Land Information Group - www.auslig.gov.au/geodesy,EPSG,2007-03-22,2007.043,1,0
1237,WGS 72 to WGS 84 (1),transformation,4322,4326,DMA1,1,1262,For scientific purposes.,2,9606,,,,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,1996-12-12,,1,0
1238,WGS 72 to WGS 84 (2),transformation,4322,4326,DMA2,2,1262,For scientific purposes.,2,9606,,,,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,1996-12-12,,1,0
1239,WGS 72BE to WGS 72 (1),transformation,4324,4322,DMA,1,1262,Geodesy.,2,9606,,,,,EPSG,1996-12-12,,1,0
1240,WGS 72BE to WGS 84 (1),transformation,4324,4326,DMA,1,2346,Geodesy.,2,9606,,,,,EPSG,1996-12-12,,1,0
1241,NAD27 to NAD83 (1),transformation,4267,4269,NGS-Usa Conus,1,2374,"Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.",0.15,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,98.201 98.53 2000.14 2004.36,1,0
-1243,NAD27 to NAD83 (2),transformation,4267,4269,NGS-Usa AK,2,2373,"Accuracy at 67% confidence level is 0.5m onshore, 5m nearshore and undetermined farther offshore.",0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,98.201 98.53 2000.14 2004.36,1,0
+1243,NAD27 to NAD83 (2),transformation,4267,4269,NGS-Usa AK,2,2373,"Accuracy at 67% confidence level is 0.5m onshore, 5m nearshore and undetermined farther offshore.",0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east. May be used as transformation to WGS 84 - see NAD27 to WGS 84 (85) (code 15864).,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2006-12-26,98.201 98.53 2000.14 2004.36 2006.993,1,0
1245,ED50 to WGS 84 (16),transformation,4230,4326,DMA-Tun,16,1236,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 4 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-04-16,98.11,1,0
1246,Herat North to WGS 84 (1),transformation,4255,4326,DMA-Afg,1,1024,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
1247,Kalianpur 1962 to WGS 84 (1),transformation,4145,4326,DMA-Pak,1,1184,For military purposes.,999,9603,,,Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. No accuracy estimate available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1999-10-20,97.235 2005.21,1,0
-1248,ID74 to WGS 84 (1),transformation,4238,4326,DMA-Idn,1,1122,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2002-06-22,2002.151,1,0
+1248,ID74 to WGS 84 (1),transformation,4238,4326,DMA-Idn,1,1122,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2006-08-25,2002.151 2006.81,1,0
1249,NAD27 to WGS 84 (21),transformation,4267,4326,DMA-AK AluE,21,2387,"For military purposes only. Accuracy 6m, 8m and 10m in X, Y and Z axes.",15,9603,,,Derived at 6 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
1250,NAD27 to WGS 84 (22),transformation,4267,4326,DMA-AK AluW,22,2388,For military purposes. Accuracy 10m in each axis.,18,9603,,,Derived at 5 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
1251,NAD83 to WGS 84 (2),transformation,4269,4326,DMA-AK Alu,2,2157,"For military purposes only. Accuracy 5m, 2m and 5m in X, Y and Z axes.",8,9603,,,Derived at 42 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1997-04-11,,1,0
@@ -239,28 +238,28 @@
1256,Fahud to WGS 84 (1),transformation,4232,4326,DMA-Omn,1,1183,"For military purposes. Accuracy 3m, 3m and 9m in X, Y and Z axes.",10,9603,,,Derived at 7 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2005-05-27,2005.21,1,0
1258,Bogota 1975 (Bogota) to Bogota 1975 (Greenwich),transformation,4802,4218,IGAC-Col,1,1070,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
1259,Lisbon (Lisbon) to Lisbon (Greenwich),transformation,4803,4207,IGC-Prt,1,1294,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1260,Makassar (Jakarta) to Makassar,transformation,4804,4257,EPSG-Idn Sulawesi,1,1316,Change of prime meridian.,0,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,0
+1260,Makassar (Jakarta) to Makassar (1),transformation,4804,4257,EPSG-Idn Sulawesi,1,1316,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
1261,MGI (Ferro) to MGI (Greenwich),transformation,4805,4312,BEV-Aut balk,1,1166,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1262,Monte Mario (Rome) to Monte Mario,transformation,4806,4265,EPSG-Ita,1,1127,Change of prime meridian.,0,9601,,,,EPSG,EPSG,1999-11-12,98.37 99.79,1,0
+1262,Monte Mario (Rome) to Monte Mario (1),transformation,4806,4265,EPSG-Ita,1,1127,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,98.37 99.79 2006.89,1,0
1263,Padang (Jakarta) to Padang (Greenwich),transformation,4808,4280,EPSG-Idn Sumatra,1,1355,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
-1264,Belge 1950 (Brussels) to Belge 1950,transformation,4809,4215,IGN-Bel,1,1347,Change of prime meridian.,0,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,0
-1265,Tananarive (Paris) to Tananarive,transformation,4810,4297,EPSG-Mdg,1,1149,Change of prime meridian.,0,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,0
-1266,Voirol 1875 (Paris) to Voirol 1875,transformation,4811,4304,IGN-Dza,1,2347,Change of prime meridian.,0,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,0
+1264,Belge 1950 (Brussels) to Belge 1950 (1),transformation,4809,4215,IGN-Bel,1,1347,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
+1265,Tananarive (Paris) to Tananarive (1),transformation,4810,4297,EPSG-Mdg,1,1149,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
+1266,Voirol 1875 (Paris) to Voirol 1875 (1),transformation,4811,4304,IGN-Dza,1,2347,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,99.79 2006.89,1,0
1268,Batavia (Jakarta) to Batavia (Greenwich),transformation,4813,4211,EPSG-Idn Java,1,1285,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
1269,RT38 (Stockholm) to RT38 (Greenwich),transformation,4814,4308,NLS-Swe,1,1225,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-11-12,99.79,1,1
1270,Greek (Athens) to Greek (Greenwich),transformation,4815,4120,NTU-Grc,1,1106,Change of prime meridian.,,9601,,,,Topography Department; National Technical University of Athens.,EPSG,1999-11-12,99.79,1,1
1271,Schwarzeck to WGS 84 (2),transformation,4293,4326,SLI-Nam,2,1169,?,999,9603,,,Beware! Schwarzeck CRS uses German legal metres. Example: Schwarzeck Lat 19d 35m 46.952s S Long 20d 41m 50.649s E; X=5623409.40 Y=2124618.00 Z=-2125847.62 GLM; X=5623485.86 Y=2124646.89 Z=-2125876.53 m; WGS84 X=5624101.50 Y=2124748.97 Z=2126132.34 m.,Chief Directorate Surveys and Land Information; Mowbray; South Africa.,EPSG,1997-11-13,97.48,1,0
1272,GGRS87 to WGS 84 (1),transformation,4121,4326,Hel-Grc,1,1106,For applications requiring 1m or better accuracy.,1,9603,,,,Geodesy Department; Public Petroleum Corporation of Greece.,EPSG,1997-06-16,,1,0
1273,HD72 to ETRS89 (1),transformation,4237,4258,ELTE-Hun,1,1119,?,,9607,,,May be taken as approximate transformation HD72 to WGS 84 - see code 1677.,http://lazarus.elte.hu/gb/geodez/geod5.htm,EPSG,1997-11-13,97.47,1,1
-1274,Pulkovo 1942 to LKS94(ETRS89) (1),transformation,4284,4126,HNIT-Ltu,1,1145,?,9,9607,,,May be taken as approximate transformation Pulkovo 1942 to WGS 84 - see code 1679.,HNIT-BALTIC GeoInfoServisas.,EPSG,1998-03-12,,1,0
-1275,ED50 to WGS 84 (17),transformation,4230,4326,IGN-Fra,17,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report 14 (January 1988).,EPSG,1998-04-16,98.11,1,0
+1274,Pulkovo 1942 to LKS94 (1),transformation,4284,4669,HNIT-Ltu,1,1145,?,9,9607,,,May be taken as approximate transformation Pulkovo 1942 to WGS 84 - see code 1679.,HNIT-BALTIC GeoInfoServisas.,EPSG,2006-05-08,2006.31,1,0
+1275,ED50 to WGS 84 (17),transformation,4230,4326,IGN-Fra,17,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to ETRS89. See ED50 to ETRS89 (10) (code 1650).,IGN technical report 14 (January 1988).,EPSG,2006-12-29,98.11 2006.992,1,0
1276,NTF to ED50 (1),transformation,4275,4230,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report 7 (October 1981).,EPSG,1997-11-13,,1,0
1277,NTF to WGS 72 (1),transformation,4275,4322,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,,IGN technical report 7 (October 1981).,EPSG,1997-11-13,,1,0
1278,AGD66 to GDA94 (1),transformation,4202,4283,Auslig-Aus 5m,1,2575,5m accuracy.,5,9603,,,Given to greater precision but no better accuracy at http://www.dehaa.sa.gov.au For higher accuracy requirements see various regional transformations. May be taken as approximate transformation AGD66 to WGS 84 - see code 15788. Derived at 162 stations.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
1279,AGD84 to GDA94 (1),transformation,4203,4283,Auslig-Aus 5m,1,2575,5m accuracy.,5,9603,,,Given to greater precision but no better accuracy at http://www.dehaa.sa.gov.au For higher accuracy requirements see various regional transformations. May be taken as approximate transformation AGD84 to WGS 84 - see code 15789. Derived at 327 stations.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
-1280,AGD84 to GDA94 (2),transformation,4203,4283,Auslig-Aus 1m,2,2575,1m accuracy.,1,9607,,,Supersedes AGD84 to WGS 84 (2) (code 1236). May be taken as approximate transformation AGD84 to WGS 84 - see code 1669.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-02-17,2006.01,1,0
+1280,AGD84 to GDA94 (2),transformation,4203,4283,Auslig-Aus 1m,2,2575,1m accuracy.,1,9607,,,Replaces AGD84 to WGS 84 (2) (code 1236). May be taken as approximate transformation AGD84 to WGS 84 - see code 1669.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2007-03-22,2006.01 2007.043,1,0
1282,Samboja to WGS 84 (1),transformation,4125,4326,TOT-Idn Mah,1,1328,Oil exploration.,,9603,,,Datum shift derived through ITRF93.,Total Indonesia.,EPSG,2000-03-07,2000.23,1,1
-1283,LKS94(ETRS89) to WGS 84 (1),transformation,4126,4326,HNIT-Ltu,1,1145,LKS94 is a realisation of ETRS89 coincident to WGS 84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,HNIT-BALTIC GeoInfoServisas.,EPSG,1998-03-12,98.13,1,0
+1283,LKS94 to WGS 84 (1),transformation,4669,4326,HNIT-Ltu,1,1145,LKS94 is a realisation of ETRS89 coincident to WGS 84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,HNIT-BALTIC GeoInfoServisas.,EPSG,2006-05-08,98.13 2006.31,1,0
1284,Arc 1960 to WGS 84 (2),transformation,4210,4326,NIMA-Ken,2,1132,"For military purposes. Accuracy 4m, 3m and 3m in X, Y and Z axes.",6,9603,,,Derived at 24 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-21,2005.20,1,0
1285,Arc 1960 to WGS 84 (3),transformation,4210,4326,NIMA-Tza,3,1230,"For military purposes. Accuracy 6m, 9m and 10m in X, Y and Z axes.",15,9603,,,Derived at 12 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-21,2005.20,1,0
1286,Segora to WGS 84 (1),transformation,4294,4326,NIMA-Idn Kal,1,2354,For military purposes.,,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,1998-03-12,,1,1
@@ -273,169 +272,169 @@
1293,Pulkovo 1942 to WGS 84 (9),transformation,4284,4326,NIMA-Rom,9,1197,"For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.",7,9603,,,Derived at 4 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html,EPSG,2005-05-27,98.11 2005.20 2005.21,1,0
1294,Voirol 1875 to WGS 84 (1),transformation,4304,4326,NIMA-Dza N,1,2347,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,1998-03-12,,1,0
1296,Trinidad 1903 to WGS 84 (1),transformation,4302,4326,Amoco-Tto Trin,1,1339,Oil exploration.,2,9603,,,Derived in 1989 by ONI for Amoco.,Trinidad Ministry of Energy and Energy Industries.,EPSG,1998-11-11,98.38,1,0
-1297,Tete to Moznet (1),transformation,4127,4130,DNGC-Moz,1,1167,Residuals as high as 30 metres.,30,9607,,,Mean of 32 stations. To reduce the size of the residuals; four regional parameter sets (see codes 1298-1301) were developed. May be taken as approximate transformation Moznet to WGS 84 - see code 1683.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-1298,Tete to Moznet (2),transformation,4127,4130,DNGC-Moz A,2,2350,Residuals are generally under 1 metre.,1,9607,,,Mean of 9 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1684.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-1299,Tete to Moznet (3),transformation,4127,4130,DNGC-Moz B,3,2351,Residuals are generally under 4 metres.,4,9607,,,Mean of 6 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1685.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-1300,Tete to Moznet (4),transformation,4127,4130,DNGC-Moz C,4,2352,Residuals are generally under 3 metres.,3,9607,,,Mean of 11 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1686.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
-1301,Tete to Moznet (5),transformation,4127,4130,DNGC-Moz D,5,2353,Residuals are 5-10 metres.,10,9607,,,Mean of 7 stations. May be taken as approximate transformation Moznet to WGS 84 - see code 1687.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,1998-04-16,,1,0
+1297,Tete to Moznet (1),transformation,4127,4130,DNGC-Moz,1,1167,Residuals as high as 30 metres.,30,9607,,,Mean of 32 stations. To reduce the size of the residuals; four regional parameter sets (see codes 1298-1301) were developed. May be taken as approximate transformation Tete to WGS 84 - see code 1683.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2007-03-22,2006.76 2007.043,1,0
+1298,Tete to Moznet (2),transformation,4127,4130,DNGC-Moz A,2,2350,Residuals are generally under 1 metre.,1,9607,,,Mean of 9 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1684.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
+1299,Tete to Moznet (3),transformation,4127,4130,DNGC-Moz B,3,2351,Residuals are generally under 4 metres.,4,9607,,,Mean of 6 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1685.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
+1300,Tete to Moznet (4),transformation,4127,4130,DNGC-Moz C,4,2352,Residuals are generally under 3 metres.,3,9607,,,Mean of 11 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1686.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
+1301,Tete to Moznet (5),transformation,4127,4130,DNGC-Moz D,5,2353,Residuals are 5-10 metres.,10,9607,,,Mean of 7 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1687.,Direcção Nacional de Geografia e Cadastral (DINAGECA).,EPSG,2006-08-18,2006.76,1,0
1302,Moznet to WGS 84 (1),transformation,4130,4326,EPSG-Moz,1,1167,For many purposes Moznet can be considered to be coincident with WGS 84. Accuracy better than 1 metre.,1,9607,,,,EPSG,EPSG,1998-04-16,,1,0
1303,Pulkovo 1942 to WGS 84 (10),transformation,4284,4326,KCS-Kaz Cas,10,2405,Residuals under 2 m.,2,9606,,,Mean of 13 stations along entire Kazak coastline.,KazakCaspiShelf consortium.,EPSG,2000-02-02,2000.05,1,0
-1304,Indian 1975 to WGS 84 (2),transformation,4240,4326,NIMA-Tha,2,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Supersedes Indian 1975 to WGS 84 (1) (code 1154).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.20 2005.46,1,0
-1305,Tokyo to WGS 84 (5),transformation,4301,4326,NIMA-Kor,5,1135,For military purposes. Accuracy 2m in each axis.,4,9603,,,Derived at 29 stations. Supersedes Tokyo to WGS 84 (3) (code 1232).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.20 2005.46,1,0
+1304,Indian 1975 to WGS 84 (2),transformation,4240,4326,NIMA-Tha,2,1231,"For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.",5,9603,,,Derived at 62 stations. Replaces Indian 1975 to WGS 84 (1) (code 1154).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2007-03-22,2005.20 2005.46 2007.043,1,0
+1305,Tokyo to WGS 84 (5),transformation,4301,4326,NIMA-Kor,5,1135,For military purposes. Accuracy 2m in each axis.,4,9603,,,Derived at 29 stations. Replaces Tokyo to WGS 84 (3) (code 1232).,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2007-03-22,2005.20 2005.46 2007.043,1,0
1306,MGI to WGS 84 (1),transformation,4312,4326,NIMA-balk,1,2370,For military purposes only.,999,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.20 2005.21 2005.46,1,0
1307,Naparima 1972 to WGS 84 (3),transformation,4271,4326,NIMA-Tto Tob,3,1322,For military purposes only. Accuracy 15m in each axis.,26,9603,,,(1) See remarks for tfm code 1192. (2) Naparima 1972 is an extension to Tobago of the Napaima 1955 geographic CRS of Trindad. In Trinidad this transformation may also be considered to use Napaima 1955 (code 4158) as its source CRS: see tfm code 1556.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1308,NAD83 to WGS 84 (4),transformation,4269,4326,NGS-Usa ITRF94,4,1323,Historical record only - superseded - see remarks.,,9607,,,Strictly between NAD83 and ITRF94(1996.0). Superseded by NAD83 to WGS 84 (5) (code 1515).,US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,1999-04-22,99.12 99.38,1,1
-1309,DHDN to ETRS89 (1),transformation,4314,4258,IfAG-Deu W,1,2326,For applications with an accuracy at 5 m level.,5,9607,,,Mean of 69 stations. May be taken as approximate tfm DHDN to WGS 84 (code 1673). Note: later higher accuracy tfms have been published using the Position Vector method. This tfm has been republished in that form with signs of the rotations reversed.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2005-05-27,2000.72 2004.09 2005.18,1,0
+1309,DHDN to ETRS89 (1),transformation,4314,4258,IfAG-Deu W,1,2326,For applications with an accuracy at 5 m level.,5,9607,,,Mean of 69 stations. May be taken as approximate tfm DHDN to WGS 84 (code 1673). Replaced by DHDN to ETRS89 (2) (tfm code 1776) and regional higher accuracy tfms. Note: these later tfms have been published using the Position Vector method.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2007-03-22,2000.72 2004.09 2005.18 2007.043,1,0
1310,Pulkovo 1942 to ETRS89 (1),transformation,4284,4258,IfAG-Deu E,1,1343,Residuals under 2 m.,2,9607,,,Mean of 20 stations.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2000-10-19,2000.72,1,1
-1311,ED50 to WGS 84 (Common Offshore),transformation,4230,4326,UKOOA-CO,18,2342,Recommended transformation for UKCS and IrishCS petroleum purposes.,1,9606,,,Based on ED50 to WGS72 (precise ephemeris) 6-nations agreement of 1981 to which precise to broadcast and broadcast to WGS 84 transformations have been concatenated.,The Hydrographic Journal; vol 52 page 50.,EPSG,2004-09-01,2004.48,1,0
-1312,NAD27 to NAD83 (3),transformation,4267,4269,GC-Can NT1,3,1061,Historic record only - now superseded - see remarks.,1,9614,,,Uses NTv1 method. Superseded in Quebec by code 1462 and elsewhere in 1997 by NTv2 (transformation code 1313). Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geomatics Canada - Geodetic Survey Division.,EPSG,2000-03-07,98.57 2000.14,1,0
-1313,NAD27 to NAD83 (4),transformation,4267,4269,GC-Can NT2,4,1061,Accuracy 1-2 metres.,1.5,9615,,,Uses NTv2 data files. Supersedes NTv1 (transformation code 1312) except in Quebec. Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and (code 4269) have longitudes positive east.,http://www.geod.nrcan.gc.ca/products/html-public/GSDapps/English/NTv2_Fact_Sheet.html,EPSG,2000-03-07,98.57 2000.14,1,0
-1314,OSGB 1936 to WGS 84 (Petroleum),transformation,4277,4326,UKOOA-Pet,6,2394,Oil exploration. Accuracy better than 4m and generally better than 2m.,2,9606,,,For a more accurate transformation see OSGB 1936 / British National Grid to ETRS89 (2) (code 1039): contact the Ordnance Survey of Great Britain (http://www.gps.gov.uk/gpssurveying.asp) for details.,UK Offshore Operators Association. Also at EuroGeographics at http://crs.bkg.bund.de/crs-eu,EPSG,2005-05-27,2002.62 2005.18,1,0
+1311,ED50 to WGS 84 (18),transformation,4230,4326,UKOOA-CO,18,2342,Recommended transformation for UKCS and IrishCS petroleum purposes.,1,9606,,,Based on ED50 to WGS72 (precise ephemeris) 6-nations agreement of 1981 to which precise to broadcast and broadcast to WGS 84 transformations have been concatenated.,The Hydrographic Journal; vol 52 page 50.,EPSG,2006-10-13,2004.48 2006.89,1,0
+1312,NAD27 to NAD83 (3),transformation,4267,4269,GC-Can NT1,3,1061,Historic record only - now superseded - see remarks.,1,9614,,,Uses NTv1 method. Replaced in Quebec by code 1462 and elsewhere in 1997 by NTv2 (transformation code 1313). Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geomatics Canada - Geodetic Survey Division.,EPSG,2007-03-22,98.57 2000.14 2007.043,1,0
+1313,NAD27 to NAD83 (4),transformation,4267,4269,GC-Can NT2,4,1061,Accuracy 1-2 metres.,1.5,9615,,,Uses NTv2 data files. Replaces NTv1 (transformation code 1312) except in Quebec. Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and (code 4269) have longitudes positive east. May be used as tfm to WGS 84 - see code 1693.,http://www.geod.nrcan.gc.ca/products/html-public/GSDapps/English/NTv2_Fact_Sheet.html,EPSG,2006-12-29,98.57 2000.14 2006.993,1,0
+1314,OSGB 1936 to WGS 84 (6),transformation,4277,4326,UKOOA-Pet,6,2394,Oil exploration. Accuracy better than 4m and generally better than 2m.,2,9606,,,For a more accurate transformation see OSGB 1936 / British National Grid to ETRS89 (2) (code 1039): contact the Ordnance Survey of Great Britain (http://www.gps.gov.uk/gpssurveying.asp) for details.,UK Offshore Operators Association. Also at EuroGeographics at http://crs.bkg.bund.de/crs-eu,EPSG,2005-05-27,2002.62 2005.18,1,0
1315,OSGB 1936 to ED50 (UKOOA),transformation,4277,4230,UKOOA-UKCS,1,2394,For oil exploration. Accuracy better than 4m and generally better than 2m.,2,9606,,,This transformation is concatenated from OSGB36 to WGS 84 (Petroleum) (code 1314) minus ED50 to WGS 84 (Common Offshore) (code 1311).,UK Offshore Operators Association.,EPSG,1998-11-11,,1,0
1316,Manoca to WGS 84 (1),transformation,4260,4326,SCS-Cmr,1,1060,?,999,9603,,,,Stolt Comex Seaway and Geoid for Elf.,EPSG,1998-11-11,,1,1
1317,Camacupa to WGS 72BE (1),transformation,4220,4324,GSI-Ago,1,1604,Oil exploration.,10,9603,,,Derived by Geophysical Services Inc. in 1979 from mean of Transit results at 7 stations.,EPSG,EPSG,1998-11-11,,1,0
1318,Camacupa to WGS 84 (1),transformation,4220,4326,CON-Ago B5,1,2316,Used for oil exploration by Conoco.,10,9603,,,,EPSG,EPSG,1998-11-11,,1,0
1319,Camacupa to WGS 84 (2),transformation,4220,4326,TEX-Ago B2,2,2317,Used for oil exploration by Texaco.,25,9603,,,,EPSG,EPSG,1998-11-11,,1,0
-1320,Camacupa to WGS 84 (3),transformation,4220,4326,SHL-Ago old,3,2321,Used by Shell prior to 1994.,10,9606,,,Superseded by Camacupa to WGS 84 (9).,EPSG,EPSG,1998-12-14,98.56,1,0
-1321,Camacupa to WGS 84 (4),transformation,4220,4326,GSI-Ago,4,2320,Used for oil exploration.,10,9603,,,"Derived as mean of 123 Transit passes at station Cabo Ledo NE base in November 1990. Used by Elf for block 7 up to December 1992 then superseded by Camacupa to WGS 84 (7). Used by Total in block 8, ExxonMobil block 24, Western Geophysical for spec. data.",EPSG,EPSG,2000-03-07,2000.16,1,0
-1322,Camacupa to WGS 84 (5),transformation,4220,4326,ELF-Ago B3 old,5,2318,Used for oil exploration by Elf for block 3 up to December 1992 then superseded by Camacupa to WGS 84 (7).,3,9603,,,Derived at station Djeno during coordination of platform PAL F2 in February 1992.,EPSG,EPSG,1998-11-11,,1,0
+1320,Camacupa to WGS 84 (3),transformation,4220,4326,SHL-Ago old,3,2321,Oil exploration prior to 1994.,10,9606,,,Replaced by Camacupa to WGS 84 (9). Used by Shell prior to 1994.,EPSG,EPSG,2007-03-22,98.56 2007.043,1,0
+1321,Camacupa to WGS 84 (4),transformation,4220,4326,GSI-Ago,4,2320,Oil exploration.,10,9603,,,"Derived as mean of 123 Transit passes at station Cabo Ledo NE base in November 1990. Used by Elf for block 7 up to December 1992 then replaced by Camacupa to WGS 84 (7). Used by Total in block 8, ExxonMobil block 24, Western Geophysical for spec. data.",EPSG,EPSG,2007-03-22,2000.16 2007.043,1,0
+1322,Camacupa to WGS 84 (5),transformation,4220,4326,ELF-Ago B3 old,5,2318,Oil exploration.,3,9603,,,Derived at station Djeno during coordination of platform PAL F2 in February 1992. Used by Elf for block 3 up to December 1992 then replaced by Camacupa to WGS 84 (7).,EPSG,EPSG,2007-03-22,2007.043,1,0
1323,Camacupa to WGS 84 (6),transformation,4220,4326,ELF-Ago B7 old,6,2319,Used for oil exploration by Elf for 1993 block 7 shallow water survey.,8,9603,,,Derived at Luanda observatory December 1992.,EPSG,EPSG,1998-11-11,,1,0
-1324,Camacupa to WGS 84 (7),transformation,4220,4326,ELF-Ago B15,7,2322,"Used for oil exploration by Elf for blocks 3, 7 and 17 between December 1992 and 1994 then superseded by Camacupa to WGS 84 (10). Used by Exxon for block 15 since 1993.",3,9603,,,Derived at platform PAL F2 in December 1992.,EPSG,EPSG,1998-11-11,,1,0
-1325,Camacupa to WGS 84 (8),transformation,4220,4326,ELF-Ago B2 old,8,2317,Used for oil exploration by Total for block 2 between December 1992 and 1994 then superseded by Camacupa to WGS 84 (10).,3,9603,,,Derived at platform PAL F2 in December 1992.,EPSG,EPSG,1998-11-11,,1,0
-1326,Camacupa to WGS 84 (9),transformation,4220,4326,SHL-Ago B16,9,2323,Used by Shell since 1994.,10,9606,,,Derived by GPS on two Topnav DGPS reference stations at Djeno and Luanda. Supersedes Camacupa to WGS 84 (3).,EPSG,EPSG,1998-12-14,98.56,1,0
+1324,Camacupa to WGS 84 (7),transformation,4220,4326,ELF-Ago B15,7,2322,"Used for oil exploration by Elf for blocks 3, 7 and 17 between December 1992 and 1994 then superseded by Camacupa to WGS 84 (10). Used by Exxon for block 15 since 1993.",3,9603,,,Derived at platform PAL F2 in December 1992.,EPSG,EPSG,2007-03-22,2007.043,1,0
+1325,Camacupa to WGS 84 (8),transformation,4220,4326,ELF-Ago B2 old,8,2317,Oil exploration between December 1992 and 1994.,3,9603,,,Derived at platform PAL F2 in December 1992. Used by Total for block 2 between December 1992 and 1994 then replaced by Camacupa to WGS 84 (10).,EPSG,EPSG,2007-03-22,2007.043,1,0
+1326,Camacupa to WGS 84 (9),transformation,4220,4326,SHL-Ago B16,9,2323,Used by Shell since 1994.,10,9606,,,Derived by GPS on two Topnav DGPS reference stations at Djeno and Luanda. Replaces Camacupa to WGS 84 (3).,EPSG,EPSG,2007-03-22,98.56 2007.043,1,0
1327,Camacupa to WGS 84 (10),transformation,4220,4326,ELF-Ago N,10,2324,Used for oil exploration by Elf in blocks 3 and 17 since 1994. Used by Total in block 2 since 1994. Adopted by BP-Amoco Elf and Exxon for blocks 31-33.,5,9603,,,Derived at platform PAL F2 in 1994 by Topnav using Doris.,EPSG,EPSG,1998-11-11,,1,0
1328,Malongo 1987 to Mhast (1),transformation,4259,4264,CHV-Ago Cab,1,1317,Used for oil exploration.,0,9603,,,Malongo 1987 is an offshore extension of Mhast adopted by Chevron in 1987.,EPSG,EPSG,1998-11-11,,1,1
1329,Mhast to WGS 84 (1),transformation,4264,4326,CHV-Ago Cab,1,1317,"Used for oil exploration by Chevron until superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557.",10,9603,,,"Superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557. Malongo 1987 is an offshore extension of the Mhast cooordinate system.",Chevron.,EPSG,1998-11-11,,1,1
-1330,Malongo 1987 to WGS 84 (1),transformation,4259,4326,CHV-Ago Cab89,1,3180,Offshore oil exploration and production between April 1989 and June 1990.,10,9603,,,Derived at Station Y in April 1989 using 572 transit satellite passes. Computed value for dZ was -96.42 but -96.38 has been utilised. Supersedes Malongo 1987 to WGS 84 (3) (code 15791). Superseded by Malongo 1987 to WGS 84 (2) (code 1557) in 1990.,Chevron.,EPSG,1998-11-11,,1,0
+1330,Malongo 1987 to WGS 84 (1),transformation,4259,4326,CHV-Ago Cab89,1,3180,Offshore oil exploration and production between April 1989 and June 1990.,10,9603,,,Derived at Station Y in April 1989 using 572 transit satellite passes. Computed value for dZ was -96.42 but -96.38 has been utilised. Replaced Malongo 1987 to WGS 84 (3) (code 15791) in 1989. Replaced by Malongo 1987 to WGS 84 (2) (code 1557) in 1990.,Chevron.,EPSG,2007-03-22,2007.043,1,0
1331,EST92 to ETRS89 (1),transformation,4133,4258,UT-Est,1,1090,?,0.1,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2000.72 2005.46,1,0
1332,Pulkovo 1942 to EST92 (1),transformation,4284,4133,UT-Est,1,1090,?,9,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2005.46,1,0
1333,EST92 to WGS 84 (1),transformation,4133,4326,UT-Est,1,1090,?,0.5,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2005.46,1,0
1334,Pulkovo 1942 to WGS 84 (12),transformation,4284,4326,UT-Est,12,1090,?,9,9607,,,,http://www.geo.ut.ee/,EPSG,2005-09-29,2005.46,1,0
1335,Tokyo to WGS 84 (6),transformation,4301,4326,GSI-Jpn 452141,6,2425,For medium accuracy.,2,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2005-09-29,2005.46,1,1
-1336,Tokyo + JSLD to WGS 84 (7),transformation,7414,4326,GSI-Jpn 452142,7,2426,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1337,Tokyo + JSLD to WGS 84 (8),transformation,7414,4326,GSI-Jpn 444141,8,2427,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1338,Tokyo + JSLD to WGS 84 (9),transformation,7414,4326,GSI-Jpn 444142,9,2428,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1339,Tokyo + JSLD to WGS 84 (10),transformation,7414,4326,GSI-Jpn 440141,10,2429,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1340,Tokyo + JSLD to WGS 84 (11),transformation,7414,4326,GSI-Jpn 440142,11,2430,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1341,Tokyo + JSLD to WGS 84 (12),transformation,7414,4326,GSI-Jpn 440143,12,2431,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1342,Tokyo + JSLD to WGS 84 (13),transformation,7414,4326,GSI-Jpn 440144,13,2432,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1343,Tokyo + JSLD to WGS 84 (14),transformation,7414,4326,GSI-Jpn 432141,14,2433,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1344,Tokyo + JSLD to WGS 84 (15),transformation,7414,4326,GSI-Jpn 432142,15,2434,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1345,Tokyo + JSLD to WGS 84 (16),transformation,7414,4326,GSI-Jpn 432143,16,2435,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1346,Tokyo + JSLD to WGS 84 (17),transformation,7414,4326,GSI-Jpn 432144,17,2436,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1347,Tokyo + JSLD to WGS 84 (18),transformation,7414,4326,GSI-Jpn 432145,18,2437,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1348,Tokyo + JSLD to WGS 84 (19),transformation,7414,4326,GSI-Jpn 424140,19,2438,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1349,Tokyo + JSLD to WGS 84 (20),transformation,7414,4326,GSI-Jpn 424141,20,2439,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,99.77 2002.08 2004.38,1,0
-1350,Tokyo + JSLD to WGS 84 (21),transformation,7414,4326,GSI-Jpn 424142,21,2440,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1351,Tokyo + JSLD to WGS 84 (22),transformation,7414,4326,GSI-Jpn 424143,22,2441,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1352,Tokyo + JSLD to WGS 84 (23),transformation,7414,4326,GSI-Jpn 424144,23,2442,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1353,Tokyo + JSLD to WGS 84 (24),transformation,7414,4326,GSI-Jpn 424145,24,2443,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1354,Tokyo + JSLD to WGS 84 (25),transformation,7414,4326,GSI-Jpn 420139,25,2444,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1355,Tokyo + JSLD to WGS 84 (26),transformation,7414,4326,GSI-Jpn 420140,26,2445,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1356,Tokyo + JSLD to WGS 84 (27),transformation,7414,4326,GSI-Jpn 420141,27,2446,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1357,Tokyo + JSLD to WGS 84 (28),transformation,7414,4326,GSI-Jpn 420142,28,2447,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1358,Tokyo + JSLD to WGS 84 (29),transformation,7414,4326,GSI-Jpn 420143,29,2448,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1359,Tokyo + JSLD to WGS 84 (30),transformation,7414,4326,GSI-Jpn 412140,30,2449,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1360,Tokyo + JSLD to WGS 84 (31),transformation,7414,4326,GSI-Jpn 412141,31,2450,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1361,Tokyo + JSLD to WGS 84 (32),transformation,7414,4326,GSI-Jpn 404140,32,2451,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1362,Tokyo + JSLD to WGS 84 (33),transformation,7414,4326,GSI-Jpn 404141,33,2452,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1363,Tokyo + JSLD to WGS 84 (34),transformation,7414,4326,GSI-Jpn 400139,34,2453,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1364,Tokyo + JSLD to WGS 84 (35),transformation,7414,4326,GSI-Jpn 400140,35,2454,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1365,Tokyo + JSLD to WGS 84 (36),transformation,7414,4326,GSI-Jpn 400141,36,2455,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1366,Tokyo + JSLD to WGS 84 (37),transformation,7414,4326,GSI-Jpn 392139,37,2456,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1367,Tokyo + JSLD to WGS 84 (38),transformation,7414,4326,GSI-Jpn 392140,38,2457,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1368,Tokyo + JSLD to WGS 84 (39),transformation,7414,4326,GSI-Jpn 392141,39,2458,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1369,Tokyo + JSLD to WGS 84 (40),transformation,7414,4326,GSI-Jpn 384139,40,2459,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1370,Tokyo + JSLD to WGS 84 (41),transformation,7414,4326,GSI-Jpn 384140,41,2460,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1371,Tokyo + JSLD to WGS 84 (42),transformation,7414,4326,GSI-Jpn 384141,42,2461,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1372,Tokyo + JSLD to WGS 84 (43),transformation,7414,4326,GSI-Jpn 380139,43,2462,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1373,Tokyo + JSLD to WGS 84 (44),transformation,7414,4326,GSI-Jpn 380140,44,2463,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1374,Tokyo + JSLD to WGS 84 (45),transformation,7414,4326,GSI-Jpn 380141,45,2464,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1375,Tokyo + JSLD to WGS 84 (46),transformation,7414,4326,GSI-Jpn 372136,46,2465,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1376,Tokyo + JSLD to WGS 84 (47),transformation,7414,4326,GSI-Jpn 372137,47,2466,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1377,Tokyo + JSLD to WGS 84 (48),transformation,7414,4326,GSI-Jpn 372138,48,2467,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1378,Tokyo + JSLD to WGS 84 (49),transformation,7414,4326,GSI-Jpn 372139,49,2468,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1379,Tokyo + JSLD to WGS 84 (50),transformation,7414,4326,GSI-Jpn 372140,50,2469,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1380,Tokyo + JSLD to WGS 84 (51),transformation,7414,4326,GSI-Jpn 372141,51,2470,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1381,Tokyo + JSLD to WGS 84 (52),transformation,7414,4326,GSI-Jpn 364136,52,2471,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1382,Tokyo + JSLD to WGS 84 (53),transformation,7414,4326,GSI-Jpn 364137,53,2472,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1383,Tokyo + JSLD to WGS 84 (54),transformation,7414,4326,GSI-Jpn 364138,54,2473,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1384,Tokyo + JSLD to WGS 84 (55),transformation,7414,4326,GSI-Jpn 364139,55,2474,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1385,Tokyo + JSLD to WGS 84 (56),transformation,7414,4326,GSI-Jpn 364140,56,2475,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1386,Tokyo + JSLD to WGS 84 (57),transformation,7414,4326,GSI-Jpn 360136,57,2476,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1387,Tokyo + JSLD to WGS 84 (58),transformation,7414,4326,GSI-Jpn 360137,58,2477,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1388,Tokyo + JSLD to WGS 84 (59),transformation,7414,4326,GSI-Jpn 360138,59,2478,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1389,Tokyo + JSLD to WGS 84 (60),transformation,7414,4326,GSI-Jpn 360139,60,2479,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1390,Tokyo + JSLD to WGS 84 (61),transformation,7414,4326,GSI-Jpn 360140,61,2480,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1391,Tokyo + JSLD to WGS 84 (62),transformation,7414,4326,GSI-Jpn 352132,62,2481,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1392,Tokyo + JSLD to WGS 84 (63),transformation,7414,4979,GSI-Jpn 352133,63,2482,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1393,Tokyo + JSLD to WGS 84 (64),transformation,7414,4326,GSI-Jpn 352134,64,2483,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1394,Tokyo + JSLD to WGS 84 (65),transformation,7414,4326,GSI-Jpn 352135,65,2484,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1395,Tokyo + JSLD to WGS 84 (66),transformation,7414,4326,GSI-Jpn 352136,66,2485,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1396,Tokyo + JSLD to WGS 84 (67),transformation,7414,4326,GSI-Jpn 352137,67,2486,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1397,Tokyo + JSLD to WGS 84 (68),transformation,7414,4326,GSI-Jpn 352138,68,2487,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1398,Tokyo + JSLD to WGS 84 (69),transformation,7414,4326,GSI-Jpn 352139,69,2488,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1399,Tokyo + JSLD to WGS 84 (70),transformation,7414,4326,GSI-Jpn 352140,70,2489,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1400,Tokyo + JSLD to WGS 84 (71),transformation,7414,4326,GSI-Jpn 344132,71,2490,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1401,Tokyo + JSLD to WGS 84 (72),transformation,7414,4326,GSI-Jpn 344133,72,2491,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1402,Tokyo + JSLD to WGS 84 (73),transformation,7414,4326,GSI-Jpn 344134,73,2492,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1403,Tokyo + JSLD to WGS 84 (74),transformation,7414,4326,GSI-Jpn 344135,74,2493,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1404,Tokyo + JSLD to WGS 84 (75),transformation,7414,4326,GSI-Jpn 344136,75,2494,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1405,Tokyo + JSLD to WGS 84 (76),transformation,7414,4326,GSI-Jpn 344137,76,2495,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1406,Tokyo + JSLD to WGS 84 (77),transformation,7414,4326,GSI-Jpn 344138,77,2496,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1407,Tokyo + JSLD to WGS 84 (78),transformation,7414,4326,GSI-Jpn 344139,78,2497,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1408,Tokyo + JSLD to WGS 84 (79),transformation,7414,4326,GSI-Jpn 344140,79,2498,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1409,Tokyo + JSLD to WGS 84 (80),transformation,7414,4326,GSI-Jpn 340130,80,2499,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1410,Tokyo + JSLD to WGS 84 (81),transformation,7414,4326,GSI-Jpn 340131,81,2500,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1411,Tokyo + JSLD to WGS 84 (82),transformation,7414,4326,GSI-Jpn 340132,82,2501,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1412,Tokyo + JSLD to WGS 84 (83),transformation,7414,4326,GSI-Jpn 340133,83,2502,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1413,Tokyo + JSLD to WGS 84 (84),transformation,7414,4326,GSI-Jpn 340134,84,2503,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1414,Tokyo + JSLD to WGS 84 (85),transformation,7414,4326,GSI-Jpn 340135,85,2504,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1415,Tokyo + JSLD to WGS 84 (86),transformation,7414,4326,GSI-Jpn 340136,86,2505,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1416,Tokyo + JSLD to WGS 84 (87),transformation,7414,4326,GSI-Jpn 340137,87,2506,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1417,Tokyo + JSLD to WGS 84 (88),transformation,7414,4326,GSI-Jpn 340138,88,2507,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1418,Tokyo + JSLD to WGS 84 (89),transformation,7414,4326,GSI-Jpn 332129,89,2508,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1419,Tokyo + JSLD to WGS 84 (90),transformation,7414,4326,GSI-Jpn 332130,90,2509,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1420,Tokyo + JSLD to WGS 84 (91),transformation,7414,4326,GSI-Jpn 332131,91,2510,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1421,Tokyo + JSLD to WGS 84 (92),transformation,7414,4326,GSI-Jpn 332132,92,2511,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1422,Tokyo + JSLD to WGS 84 (93),transformation,7414,4326,GSI-Jpn 332133,93,2512,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1423,Tokyo + JSLD to WGS 84 (94),transformation,7414,4326,GSI-Jpn 332134,94,2513,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1424,Tokyo + JSLD to WGS 84 (95),transformation,7414,4326,GSI-Jpn 332135,95,2514,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1425,Tokyo + JSLD to WGS 84 (96),transformation,7414,4326,GSI-Jpn 332136,96,2515,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1426,Tokyo + JSLD to WGS 84 (97),transformation,7414,4326,GSI-Jpn 324129,97,2516,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1427,Tokyo + JSLD to WGS 84 (98),transformation,7414,4326,GSI-Jpn 324130,98,2517,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1428,Tokyo + JSLD to WGS 84 (99),transformation,7414,4326,GSI-Jpn 324131,99,2518,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1429,Tokyo + JSLD to WGS 84 (100),transformation,7414,4326,GSI-Jpn 324132,100,2519,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1430,Tokyo + JSLD to WGS 84 (101),transformation,7414,4326,GSI-Jpn 324133,101,2520,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1431,Tokyo + JSLD to WGS 84 (102),transformation,7414,4326,GSI-Jpn 324134,102,2521,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1432,Tokyo + JSLD to WGS 84 (103),transformation,7414,4326,GSI-Jpn 320130,103,2522,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1433,Tokyo + JSLD to WGS 84 (104),transformation,7414,4326,GSI-Jpn 320131,104,2523,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1434,Tokyo + JSLD to WGS 84 (105),transformation,7414,4326,GSI-Jpn 320132,105,2524,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1435,Tokyo + JSLD to WGS 84 (106),transformation,7414,4326,GSI-Jpn 312130,106,2525,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1436,Tokyo + JSLD to WGS 84 (107),transformation,7414,4326,GSI-Jpn 312131,107,2526,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,0
-1437,RT90 to ETRS89 (1),transformation,4124,4258,NLS-Swe,1,1225,Accuracy 0.5m.,0.5,9607,,,"Derived at 22 points in 1993. Superseded by RT90 to SWEREF99 (1) (code 1895) from 2001.
-This transformation is actually between ETRS89 and RR92. RR92 is a geographic 3D CRS where the horizontal component is RT90.",National Land Survey of Sweden.,EPSG,2002-09-19,99.11 2000.72 2002.48,1,0
+1336,Tokyo + JSLD to WGS 84 (7),transformation,7414,4326,GSI-Jpn 452142,7,2426,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1337,Tokyo + JSLD to WGS 84 (8),transformation,7414,4326,GSI-Jpn 444141,8,2427,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1338,Tokyo + JSLD to WGS 84 (9),transformation,7414,4326,GSI-Jpn 444142,9,2428,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1339,Tokyo + JSLD to WGS 84 (10),transformation,7414,4326,GSI-Jpn 440141,10,2429,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1340,Tokyo + JSLD to WGS 84 (11),transformation,7414,4326,GSI-Jpn 440142,11,2430,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1341,Tokyo + JSLD to WGS 84 (12),transformation,7414,4326,GSI-Jpn 440143,12,2431,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1342,Tokyo + JSLD to WGS 84 (13),transformation,7414,4326,GSI-Jpn 440144,13,2432,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1343,Tokyo + JSLD to WGS 84 (14),transformation,7414,4326,GSI-Jpn 432141,14,2433,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1344,Tokyo + JSLD to WGS 84 (15),transformation,7414,4326,GSI-Jpn 432142,15,2434,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1345,Tokyo + JSLD to WGS 84 (16),transformation,7414,4326,GSI-Jpn 432143,16,2435,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1346,Tokyo + JSLD to WGS 84 (17),transformation,7414,4326,GSI-Jpn 432144,17,2436,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1347,Tokyo + JSLD to WGS 84 (18),transformation,7414,4326,GSI-Jpn 432145,18,2437,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1348,Tokyo + JSLD to WGS 84 (19),transformation,7414,4326,GSI-Jpn 424140,19,2438,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1349,Tokyo + JSLD to WGS 84 (20),transformation,7414,4326,GSI-Jpn 424141,20,2439,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,99.77 2002.08 2004.38,1,1
+1350,Tokyo + JSLD to WGS 84 (21),transformation,7414,4326,GSI-Jpn 424142,21,2440,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1351,Tokyo + JSLD to WGS 84 (22),transformation,7414,4326,GSI-Jpn 424143,22,2441,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1352,Tokyo + JSLD to WGS 84 (23),transformation,7414,4326,GSI-Jpn 424144,23,2442,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1353,Tokyo + JSLD to WGS 84 (24),transformation,7414,4326,GSI-Jpn 424145,24,2443,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1354,Tokyo + JSLD to WGS 84 (25),transformation,7414,4326,GSI-Jpn 420139,25,2444,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1355,Tokyo + JSLD to WGS 84 (26),transformation,7414,4326,GSI-Jpn 420140,26,2445,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1356,Tokyo + JSLD to WGS 84 (27),transformation,7414,4326,GSI-Jpn 420141,27,2446,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1357,Tokyo + JSLD to WGS 84 (28),transformation,7414,4326,GSI-Jpn 420142,28,2447,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1358,Tokyo + JSLD to WGS 84 (29),transformation,7414,4326,GSI-Jpn 420143,29,2448,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1359,Tokyo + JSLD to WGS 84 (30),transformation,7414,4326,GSI-Jpn 412140,30,2449,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1360,Tokyo + JSLD to WGS 84 (31),transformation,7414,4326,GSI-Jpn 412141,31,2450,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1361,Tokyo + JSLD to WGS 84 (32),transformation,7414,4326,GSI-Jpn 404140,32,2451,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1362,Tokyo + JSLD to WGS 84 (33),transformation,7414,4326,GSI-Jpn 404141,33,2452,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1363,Tokyo + JSLD to WGS 84 (34),transformation,7414,4326,GSI-Jpn 400139,34,2453,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1364,Tokyo + JSLD to WGS 84 (35),transformation,7414,4326,GSI-Jpn 400140,35,2454,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1365,Tokyo + JSLD to WGS 84 (36),transformation,7414,4326,GSI-Jpn 400141,36,2455,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1366,Tokyo + JSLD to WGS 84 (37),transformation,7414,4326,GSI-Jpn 392139,37,2456,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1367,Tokyo + JSLD to WGS 84 (38),transformation,7414,4326,GSI-Jpn 392140,38,2457,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1368,Tokyo + JSLD to WGS 84 (39),transformation,7414,4326,GSI-Jpn 392141,39,2458,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1369,Tokyo + JSLD to WGS 84 (40),transformation,7414,4326,GSI-Jpn 384139,40,2459,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1370,Tokyo + JSLD to WGS 84 (41),transformation,7414,4326,GSI-Jpn 384140,41,2460,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1371,Tokyo + JSLD to WGS 84 (42),transformation,7414,4326,GSI-Jpn 384141,42,2461,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1372,Tokyo + JSLD to WGS 84 (43),transformation,7414,4326,GSI-Jpn 380139,43,2462,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1373,Tokyo + JSLD to WGS 84 (44),transformation,7414,4326,GSI-Jpn 380140,44,2463,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1374,Tokyo + JSLD to WGS 84 (45),transformation,7414,4326,GSI-Jpn 380141,45,2464,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1375,Tokyo + JSLD to WGS 84 (46),transformation,7414,4326,GSI-Jpn 372136,46,2465,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1376,Tokyo + JSLD to WGS 84 (47),transformation,7414,4326,GSI-Jpn 372137,47,2466,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1377,Tokyo + JSLD to WGS 84 (48),transformation,7414,4326,GSI-Jpn 372138,48,2467,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1378,Tokyo + JSLD to WGS 84 (49),transformation,7414,4326,GSI-Jpn 372139,49,2468,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1379,Tokyo + JSLD to WGS 84 (50),transformation,7414,4326,GSI-Jpn 372140,50,2469,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1380,Tokyo + JSLD to WGS 84 (51),transformation,7414,4326,GSI-Jpn 372141,51,2470,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1381,Tokyo + JSLD to WGS 84 (52),transformation,7414,4326,GSI-Jpn 364136,52,2471,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1382,Tokyo + JSLD to WGS 84 (53),transformation,7414,4326,GSI-Jpn 364137,53,2472,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1383,Tokyo + JSLD to WGS 84 (54),transformation,7414,4326,GSI-Jpn 364138,54,2473,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1384,Tokyo + JSLD to WGS 84 (55),transformation,7414,4326,GSI-Jpn 364139,55,2474,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1385,Tokyo + JSLD to WGS 84 (56),transformation,7414,4326,GSI-Jpn 364140,56,2475,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1386,Tokyo + JSLD to WGS 84 (57),transformation,7414,4326,GSI-Jpn 360136,57,2476,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1387,Tokyo + JSLD to WGS 84 (58),transformation,7414,4326,GSI-Jpn 360137,58,2477,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1388,Tokyo + JSLD to WGS 84 (59),transformation,7414,4326,GSI-Jpn 360138,59,2478,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1389,Tokyo + JSLD to WGS 84 (60),transformation,7414,4326,GSI-Jpn 360139,60,2479,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1390,Tokyo + JSLD to WGS 84 (61),transformation,7414,4326,GSI-Jpn 360140,61,2480,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1391,Tokyo + JSLD to WGS 84 (62),transformation,7414,4326,GSI-Jpn 352132,62,2481,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1392,Tokyo + JSLD to WGS 84 (63),transformation,7414,4979,GSI-Jpn 352133,63,2482,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1393,Tokyo + JSLD to WGS 84 (64),transformation,7414,4326,GSI-Jpn 352134,64,2483,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1394,Tokyo + JSLD to WGS 84 (65),transformation,7414,4326,GSI-Jpn 352135,65,2484,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1395,Tokyo + JSLD to WGS 84 (66),transformation,7414,4326,GSI-Jpn 352136,66,2485,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1396,Tokyo + JSLD to WGS 84 (67),transformation,7414,4326,GSI-Jpn 352137,67,2486,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1397,Tokyo + JSLD to WGS 84 (68),transformation,7414,4326,GSI-Jpn 352138,68,2487,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1398,Tokyo + JSLD to WGS 84 (69),transformation,7414,4326,GSI-Jpn 352139,69,2488,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1399,Tokyo + JSLD to WGS 84 (70),transformation,7414,4326,GSI-Jpn 352140,70,2489,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1400,Tokyo + JSLD to WGS 84 (71),transformation,7414,4326,GSI-Jpn 344132,71,2490,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1401,Tokyo + JSLD to WGS 84 (72),transformation,7414,4326,GSI-Jpn 344133,72,2491,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1402,Tokyo + JSLD to WGS 84 (73),transformation,7414,4326,GSI-Jpn 344134,73,2492,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1403,Tokyo + JSLD to WGS 84 (74),transformation,7414,4326,GSI-Jpn 344135,74,2493,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1404,Tokyo + JSLD to WGS 84 (75),transformation,7414,4326,GSI-Jpn 344136,75,2494,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1405,Tokyo + JSLD to WGS 84 (76),transformation,7414,4326,GSI-Jpn 344137,76,2495,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1406,Tokyo + JSLD to WGS 84 (77),transformation,7414,4326,GSI-Jpn 344138,77,2496,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1407,Tokyo + JSLD to WGS 84 (78),transformation,7414,4326,GSI-Jpn 344139,78,2497,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1408,Tokyo + JSLD to WGS 84 (79),transformation,7414,4326,GSI-Jpn 344140,79,2498,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1409,Tokyo + JSLD to WGS 84 (80),transformation,7414,4326,GSI-Jpn 340130,80,2499,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1410,Tokyo + JSLD to WGS 84 (81),transformation,7414,4326,GSI-Jpn 340131,81,2500,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1411,Tokyo + JSLD to WGS 84 (82),transformation,7414,4326,GSI-Jpn 340132,82,2501,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1412,Tokyo + JSLD to WGS 84 (83),transformation,7414,4326,GSI-Jpn 340133,83,2502,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1413,Tokyo + JSLD to WGS 84 (84),transformation,7414,4326,GSI-Jpn 340134,84,2503,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1414,Tokyo + JSLD to WGS 84 (85),transformation,7414,4326,GSI-Jpn 340135,85,2504,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1415,Tokyo + JSLD to WGS 84 (86),transformation,7414,4326,GSI-Jpn 340136,86,2505,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1416,Tokyo + JSLD to WGS 84 (87),transformation,7414,4326,GSI-Jpn 340137,87,2506,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1417,Tokyo + JSLD to WGS 84 (88),transformation,7414,4326,GSI-Jpn 340138,88,2507,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1418,Tokyo + JSLD to WGS 84 (89),transformation,7414,4326,GSI-Jpn 332129,89,2508,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1419,Tokyo + JSLD to WGS 84 (90),transformation,7414,4326,GSI-Jpn 332130,90,2509,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1420,Tokyo + JSLD to WGS 84 (91),transformation,7414,4326,GSI-Jpn 332131,91,2510,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1421,Tokyo + JSLD to WGS 84 (92),transformation,7414,4326,GSI-Jpn 332132,92,2511,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1422,Tokyo + JSLD to WGS 84 (93),transformation,7414,4326,GSI-Jpn 332133,93,2512,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1423,Tokyo + JSLD to WGS 84 (94),transformation,7414,4326,GSI-Jpn 332134,94,2513,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1424,Tokyo + JSLD to WGS 84 (95),transformation,7414,4326,GSI-Jpn 332135,95,2514,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1425,Tokyo + JSLD to WGS 84 (96),transformation,7414,4326,GSI-Jpn 332136,96,2515,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1426,Tokyo + JSLD to WGS 84 (97),transformation,7414,4326,GSI-Jpn 324129,97,2516,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1427,Tokyo + JSLD to WGS 84 (98),transformation,7414,4326,GSI-Jpn 324130,98,2517,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1428,Tokyo + JSLD to WGS 84 (99),transformation,7414,4326,GSI-Jpn 324131,99,2518,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1429,Tokyo + JSLD to WGS 84 (100),transformation,7414,4326,GSI-Jpn 324132,100,2519,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1430,Tokyo + JSLD to WGS 84 (101),transformation,7414,4326,GSI-Jpn 324133,101,2520,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1431,Tokyo + JSLD to WGS 84 (102),transformation,7414,4326,GSI-Jpn 324134,102,2521,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1432,Tokyo + JSLD to WGS 84 (103),transformation,7414,4326,GSI-Jpn 320130,103,2522,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1433,Tokyo + JSLD to WGS 84 (104),transformation,7414,4326,GSI-Jpn 320131,104,2523,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1434,Tokyo + JSLD to WGS 84 (105),transformation,7414,4326,GSI-Jpn 320132,105,2524,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1435,Tokyo + JSLD to WGS 84 (106),transformation,7414,4326,GSI-Jpn 312130,106,2525,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1436,Tokyo + JSLD to WGS 84 (107),transformation,7414,4326,GSI-Jpn 312131,107,2526,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2002.08 2004.38,1,1
+1437,RT90 to ETRS89 (1),transformation,4124,4258,NLS-Swe,1,1225,Accuracy 0.5m.,0.5,9607,,,"Derived at 22 points in 1993. Replaced by RT90 to SWEREF99 (1) (code 1895) from 2001.
+This transformation is actually between ETRS89 and RR92. RR92 is a geographic 3D CRS where the horizontal component is RT90.",National Land Survey of Sweden.,EPSG,2007-03-22,99.11 2000.72 2002.48 2007.043,1,0
1438,Fahud to WGS 84 (2),transformation,4232,4326,PDO-Omn,2,1183,Oil exploration.,25,9606,,,,Petroleum Development Oman,EPSG,1999-04-22,,1,0
-1439,PSD93 to WGS 84 (1),transformation,4134,4326,PDO-Omn 97,1,1183,Oil exploration. Residuals 0.5m at 67% probability level.,0.5,9606,,,Superseded PSD93 to WGS 84 (2) (code 8581) in 1997.,Petroleum Development Oman,EPSG,2001-06-05,2000.28,1,0
+1439,PSD93 to WGS 84 (1),transformation,4134,4326,PDO-Omn 97,1,1183,Oil exploration. Residuals 0.5m at 67% probability level.,0.5,9606,,,Replaced PSD93 to WGS 84 (2) (code 8581) in 1997.,Petroleum Development Oman,EPSG,2007-03-22,2000.28 2007.043,1,0
1440,ED50 to WGS 84 (19),transformation,4230,4326,HEL-Grc,19,1106,Used in oil industry.,999,9603,,,,Geodesy Department; Hellenic Petroleum s.a.,EPSG,1999-04-22,,1,0
1441,Antigua 1943 to WGS 84 (1),transformation,4601,4326,DOS-Atg Ant,1,1273,?,10,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
1442,Dominica 1945 to WGS 84 (1),transformation,4602,4326,DOS-Dma,1,1082,?,10,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
1443,Grenada 1953 to WGS 84 (1),transformation,4603,4326,DOS-Grd,1,3118,?,10,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-1444,Montserrat 1958 to WGS 84 (1),transformation,4604,4326,DOS-Msr,1,1165,Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,NIMA TR8350.2 revision 2 via Ordnance Survey of Great Britain.,EPSG,2006-02-09,2002.76 2006.02,1,0
+1444,Montserrat 1958 to WGS 84 (1),transformation,4604,4326,DOS-Msr,1,1165,Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,NIMA TR8350.2 revision 2 via Ordnance Survey of Great Britain.,EPSG,2007-01-04,2002.76 2006.02 2006.89,1,0
1445,St. Kitts 1955 to WGS 84 (1),transformation,4605,4326,DOS-Kna,1,1200,?,10,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
1446,St. Lucia 1955 to WGS 84 (1),transformation,4606,4326,DOS-Lca,1,1201,?,10,9603,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
1447,Anguilla 1957 to WGS 84 (1),transformation,4600,4326,DOS-Aia,1,1030,?,10,9619,,,,Ordnance Survey of Great Britain,EPSG,1999-04-22,,1,0
-1450,ED50 to WGS 84 (20),transformation,4230,4326,NMA-Nor 6265W,20,2333,Oil exploration before 1997/2001.,0.5,9620,,,Valid 1991-1997. Superseded in 1997 by ED50 to WGS 84 (22) (code 1590) and in 2001 by ED50 to WGS 84 (23) (code 1612).,"Norwegian Mapping Authority note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge"".",EPSG,2000-03-07,2000.14,1,0
-1451,NAD27(CGQ77) to NAD83 (1),transformation,4609,4269,SGQ-Can QC NT1,1,1368,Historic record only - now superseded - see remarks.,1,9614,,,Superseded by NAD27(CGQ77) to NAD83 (2) (code 1575). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 (code 4609) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-03-07,2000.14,1,0
+1450,ED50 to WGS 84 (20),transformation,4230,4326,NMA-Nor 6265W,20,2333,Oil exploration before 1997/2001.,0.5,9620,,,Valid 1991-1997. Replaced in 1997 by ED50 to WGS 84 (22) (code 1590) and in 2001 by ED50 to WGS 84 (23) (code 1612).,"Norwegian Mapping Authority note of 13-Feb-1991 ""Om Transformasjon mellom Geodetiske Datum i Norge"".",EPSG,2007-03-22,2000.14 2007.043,1,0
+1451,NAD27(CGQ77) to NAD83 (1),transformation,4609,4269,SGQ-Can QC NT1,1,1368,Historic record only - now superseded - see remarks.,1,9614,,,Replaced by NAD27(CGQ77) to NAD83 (2) (code 1575). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 (code 4609) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2007-03-22,2000.14 2007.043,1,0
1454,Old Hawaiian to NAD83 (1),transformation,4135,4269,NGS-Usa HI,1,1334,Accuracy at 67% confidence level is 0.2m.,0.2,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs Old Hawaiian (code 4135) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from Old Hawaiian Datum but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,2000.14 2004.182 2004.36,1,0
1455,St. Lawrence Island to NAD83 (1),transformation,4136,4269,NGS-Usa AK StL,1,1332,Accuracy 0.5m at 67% confidence level.,0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. Lawrence (code 4136) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. Lawrence Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,2000.14 2004.36,1,0
1456,St. Paul Island to NAD83 (1),transformation,4137,4269,NGS-Usa AK StP,1,1333,Accuracy 0.5m at 67% confidence level.,0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. Paul (code 4137) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. Paul Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,2000.14 2004.36,1,0
1457,St. George Island to NAD83 (1),transformation,4138,4269,NGS-Usa AK StG,1,1331,Accuracy 0.5m at 67% confidence level.,0.5,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. George (code 4138) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. George Datum to but makes the transformation appear to be from NAD27.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,2000.14 2004.36,1,0
1458,AGD66 to GDA94 (2),transformation,4202,4283,Auslig-ACT 1m,2,2283,Recommended for mid-accuracy use in A.C.T. 1m accuracy.,1,9607,,,For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1665.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
-1459,AGD66 to GDA94 (3),transformation,4202,4283,Auslig-Tas 1m old,3,1282,1m accuracy.,1,9607,,,Replaced in 2000 by AGD66 to GDA94 (8) (code 1594). Differences are sub-metre.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-02-17,2000.68 2006.01,1,0
+1459,AGD66 to GDA94 (3),transformation,4202,4283,Auslig-Tas 1m old,3,1282,1m accuracy.,1,9607,,,Replaced in 2000 by AGD66 to GDA94 (8) (code 1594). Differences are sub-metre.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2007-03-22,2000.68 2006.01 2007.043,1,0
1460,AGD66 to GDA94 (4),transformation,4202,4283,Auslig-NSW Vic 1m,4,2286,Recommended for mid-accuracy use in NSW and Victoria. 1m accuracy.,1,9607,,,For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1666.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
1461,Puerto Rico to NAD83 (1),transformation,4139,4269,NGS-PRVI,1,1335,Accuracy 0.05m at 67% confidence level.,0.05,9613,,,May be taken as approximate transformation Puerto Rico-WGS 84 - see code 15841.,US Coast & Geodetic Survey www.ngs.noaa.gov,EPSG,2004-04-27,2000.14 2004.36,1,0
-1462,NAD27 to NAD83 (5),transformation,4267,4269,SGQ-Can QC NT1,5,1368,Historic record only - now superseded - see remarks.,1,9614,,,Densification for Quebec of code 1312. Superseded by NAD27 to NAD83 (6) (code 1573). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-03-07,2000.14,1,0
+1462,NAD27 to NAD83 (5),transformation,4267,4269,SGQ-Can QC NT1,5,1368,Historic record only - now superseded - see remarks.,1,9614,,,Densification for Quebec of code 1312. Replaced by NAD27 to NAD83 (6) (code 1573). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2007-03-22,2000.14 2007.043,1,0
1463,NAD27(76) to NAD83 (1),transformation,4608,4269,SGQ-Can Ont,1,1367,?,1,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(76) (code 4608) and NAD83 (code 4269) have longitudes positive east. May be taken as approximate transformation NAD27(76) to WGS 84 - see code 1690.,Geodetic Survey of Canada http://www.geod.nrcan.gc.ca/,EPSG,2005-09-29,2000.14 2005.46,1,0
1464,AGD66 to GDA94 (5),transformation,4202,4283,OSG-Aus Vic old,5,2285,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (10) (code 1596) and then by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,Office of Surveyor General Victoria; http://www.land.vic.gov.au/,EPSG,2005-09-29,99.67 2000.14 2000.68 2005.46,1,0
1466,NGO 1948 (Oslo) to NGO1948 (Greenwich),transformation,4817,4273,NGO-Nor,1,1352,Change of prime meridian.,,9601,,,,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,1999-11-12,99.79,1,1
@@ -478,8 +477,8 @@
1503,NAD83 to NAD83(HARN) (30),transformation,4269,4152,NGS-Usa WY,30,1419,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1740.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,2004-04-27,99.931 2000.14 2004.36,1,0
1504,Cape to Hartebeesthoek94 (1),transformation,4222,4148,DSM-Zaf,1,1215,?,15,9603,,,Residuals should not exceed 15 metres. Also used to transform Cape to WGS 84 - see code 1129.,Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm,EPSG,2000-01-06,99.96,1,0
1505,Hartebeesthoek94 to WGS 84 (1),transformation,4148,4326,EPSG-Zaf,1,1215,For many purposes Hartebeesthoek94 datum can be considered to be coincident with WGS 84.,1,9603,,,,EPSG,EPSG,2000-01-06,99.96,1,0
-1506,AGD66 to GDA94 (6),transformation,4202,4283,OSG-Tas 0.1m,6,1282,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,http://www.delm.tas.gov.au/osg/Geodetic_transform.htm,EPSG,2000-03-07,2000.14,1,0
-1507,AGD66 to GDA94 (7),transformation,4202,4283,Auslig-NT 0.1m,7,2284,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-02-17,2000.14 2006.01,1,0
+1506,AGD66 to GDA94 (6),transformation,4202,4283,OSG-Tas 0.1m,6,1282,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,http://www.delm.tas.gov.au/osg/Geodetic_transform.htm,EPSG,2007-03-22,2000.14 2007.043,1,0
+1507,AGD66 to GDA94 (7),transformation,4202,4283,Auslig-NT 0.1m,7,2284,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2007-03-22,2000.14 2006.01 2007.043,1,0
1508,CH1903 to WGS 84 (1),transformation,4149,4326,BfL-CH 1,1,1286,?,,9607,,,Implemented in Bundesamt für Landestopographie programme GRANIT.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,1999-10-20,,1,1
1509,CH1903+ to CHTRF95 (1),transformation,4150,4151,BfL-CH,1,1286,For applications to an accuracy of 0.1 metres.,0.1,9603,,,This transformation is also given as CH1903+ to ETRS89 (1) (code 1647). CHTRF95 is a realisation of ETRS89. May be taken as approximate transformation CH1903+ to WGS 84 - see code 1676.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,1999-10-20,,1,0
1510,CH1903 to WGS 84 (2),transformation,4149,4326,BfL-CH 2,2,1286,Accuracy 1.5 metres.,,9603,,,These parameters are strictly between CH1903+ and CHTRF95 but are used from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,1999-10-20,,1,1
@@ -488,7 +487,7 @@
1513,FD58 to WGS 84 (1),transformation,4132,4326,TOT-Irn Kangan,1,2362,Oil exploration.,0.5,9603,,,Derived in 1998 in Kangan district by Geoid for Total. Used for South Pars phases 2 and 3.,Total-Fina,EPSG,1999-10-20,,1,0
1514,ED50(ED77) to WGS 84 (1),transformation,4154,4326,NCCI-Irn,1,1123,Transformation for whole country: accuracy about 1m.,1,9606,,,"Used for South Pars phases 6, 7 and 8.",National Cartographic Centre of Iran,EPSG,1999-10-20,,1,0
1515,NAD83 to WGS 84 (5),transformation,4269,4326,NGS-Usa ITRF96,5,1323,Geodesy.,,9607,,,Strictly between NAD83 and ITRF96(1997.0). Supersedes NAD83 to WGS 84 (4) (code 1308)., http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,1999-11-05,,1,1
-1516,La Canoa to WGS 84 (1),transformation,4247,4326,LAG-Ven E,1,2363,Parameter values estimated accuracy: ± 2.0m; ± 2.7m; ± 1.3m respectively.,2.5,9603,,,Also used for PSAD56 to WGS 84 transformations.,"Lagoven; Gonzalez Losano y Rodriguez; ""Determination de los Parametros de Transformacion para el Oriente del Pais""; VII Venezuelan Geophysical Congress; September 1994.",EPSG,1999-11-05,,1,0
+1516,La Canoa to WGS 84 (1),transformation,4247,4326,LAG-Ven E,1,2363,Parameter values estimated accuracy: ± 2.0m; ± 2.7m; ± 1.3m respectively.,2.5,9603,,,Also used for PSAD56 to WGS 84 transformations.,"Lagoven; Gonzalez Losano y Rodriguez; ""Determination de los Parametros de Transformacion para el Oriente del Pais""; VII Venezuelan Geophysical Congress; September 1994.",EPSG,2006-10-13,2006.89,1,0
1517,Conakry 1905 to WGS 84 (1),transformation,4315,4326,IGN-Gin,1,1112,?,30,9603,,,,IGN Paris,EPSG,1999-12-09,,1,0
1518,Dabola 1981 to WGS 84 (1),transformation,4155,4326,IGN-Gin,1,1112,Accuracy 25m in each axis.,25,9603,,,,NIMA TR8350.2 2nd edition via IGN Paris,EPSG,2002-09-19,2002.76,1,0
1519,Bern 1898 (Bern) to CH1903 (Greenwich),transformation,4801,4149,BfL-CH,1,1286,Change of prime meridian.,,9601,,,,EPSG,EPSG,1999-12-09,,1,1
@@ -503,14 +502,14 @@
1528,Chos Malal 1914 to Campo Inchauspe (1),transformation,4160,4221,TOT-Arg Neu,1,2325,Oil exploration. Accuracy 10 metres.,10,9603,,,Derived through common coordinates at 5 stations.,Total-Fina,EPSG,2000-03-07,,1,0
1529,Hito XVIII to WGS 84 (1),transformation,4254,4326,TOT-Arg TdF,1,2357,Oil exploration.,0.5,9606,,,"Derived through ties at 3 stations (RC03, TOTAL11 and MP12) to 3 IGS stations in November 1995",Total-Fina,EPSG,2000-03-07,,1,0
1530,NAD27 to WGS 84 (30),transformation,4267,4326,ICH-Cub,30,1077,?,1,9603,,,,Institut Cubano di Hidrografia (ICH),EPSG,2000-03-07,,1,0
-1531,Nahrwan 1967 to WGS 84 (4),transformation,4270,4326,TOT-UAE Abk,4,2392,Oil exploration.,0.5,9603,,,Derived by Oceonics through ties at platform AK1 to 3 IGS stations in March 1995.,Total-Fina,EPSG,2000-03-07,,1,0
+1531,Nahrwan 1967 to WGS 84 (4),transformation,4270,4326,TOT-UAE Abk,4,2392,Oil exploration.,0.5,9603,,,Parameter values adopted by Total are mean of those derived by Oceonics and Geoid through ties at platform AK1 to 4 IGS stations in March 1995.,Total-Fina,EPSG,2007-04-20,2007.010,1,0
1532,M'poraloko to WGS 84 (2),transformation,4266,4326,Elf-Gab94,2,1100,Oil exploration.,0.5,9603,,,Derived as mean of Doris determinations at 3 stations in Port Gentil area in 1994.,TotalFinaElf,EPSG,2000-03-07,,1,0
1533,Kalianpur 1937 to WGS 84 (2),transformation,4144,4326,TOT-Mmr Moat,2,2361,Oil exploration.,5,9603,,,,Total-Fina,EPSG,2000-03-07,,1,0
1534,Minna to WGS 84 (3),transformation,4263,4326,SHL-Nig S,3,2371,Oil exploration.,,9606,,,,Shell Petroleum Development Company,EPSG,2000-03-07,,1,1
1536,Nahrwan 1967 to WGS 84 (5),transformation,4270,4326,B&R-Qat off,5,2406,Oil exploration.,1,9603,,,Derived by Brown & Root in 1992 for Qatar General Petroleum Corporation North Field development. Adopted by QGPC for all offshore Qatar.,Qatar General Petroleum Corporation and Total-Fina,EPSG,2006-01-30,2000.53 2006.09,1,0
1537,Indian 1975 to WGS 84 (3),transformation,4240,4326,Fug-Tha,3,2358,Oil exploration.,1,9603,,,Derived in 1995 at point RTSD181.,Total-Fina,EPSG,2000-03-07,,1,0
1538,Carthage to WGS 84 (2),transformation,4223,4326,Elf-Tun,2,1489,Oil exploration.,1,9603,,,Derived at station Chaffar January 1995.,Total / Elf,EPSG,2000-03-07,,1,0
-1539,South Yemen to Yemen NGN96 (1),transformation,4164,4163,IGN-Yem South,1,1340,?,5,9603,,,,IGN Paris,EPSG,2000-03-07,,1,0
+1539,South Yemen to Yemen NGN96 (1),transformation,4164,4163,IGN-Yem South,1,1340,?,5,9603,,,May be used as an approximate transformation to WGS 84 - see South Yemen to WGS 84 (1) (code 1682).,IGN Paris,EPSG,2006-12-29,2006.993,1,0
1540,Yemen NGN96 to WGS 84 (1),transformation,4163,4326,IGN-Yem,1,1257,Accuracy better than 1 metre.,1,9603,,,,IGN Paris,EPSG,2000-03-07,,1,0
1541,Indian 1960 to WGS 72BE (1),transformation,4131,4324,PV-Vnm,1,1495,Oil exploration.,25,9603,,,Derived in Vung Tau area by Technical Navigation for Deminex in 1978.,PetroVietnam,EPSG,2000-03-07,,1,0
1542,Indian 1960 to WGS 84 (2),transformation,4131,4326,DMA-Vnm 16N,2,2359,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 revision of August 1993.,EPSG,2000-03-07,,1,0
@@ -528,9 +527,9 @@
1554,NAD83 to NAD83(HARN) (39),transformation,4269,4152,NGS-Usa NJ,39,1399,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1749.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
1555,Naparima 1955 to WGS 84 (2),transformation,4158,4326,Amoco-Tto Trin,2,3143,Oil exploration.,1,9603,,,Derived in 1989 by ONI for Amoco.,Trinidad Ministry of Energy and Energy Industries.,EPSG,2000-03-07,2000.351,1,0
1556,Naparima 1955 to WGS 84 (3),transformation,4158,4326,NIMA-Tto Trin,3,3143,For military purposes only. Accuracy given by NIMA 15m in each axis. EPSG believes there is an 8-10m blunder in dX.,26,9603,,,Described by NIMA as Naparima to WGS 84. In Trinidad the source CRS is better known as Naparima 1955. EPSG has duplicated the tfm using the alternative source CRSs. See also tfm code 1307.,EPSG after U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2000.351 2005.20,1,0
-1557,Malongo 1987 to WGS 84 (2),transformation,4259,4326,CHV-Ago Cab90,2,3180,Offshore oil exploration and production from June 1990.,5,9603,,,Derived at station Y in July 1990 through Transit single point positioning using 187 passes by Geodetic Survey Ltd. Supersedes Malongo 1987 to WGS 84 (1) ( trf code 1330).,Chevron.,EPSG,2006-06-06,2005.751,1,0
+1557,Malongo 1987 to WGS 84 (2),transformation,4259,4326,CHV-Ago Cab90,2,3180,Offshore oil exploration and production from June 1990.,5,9603,,,Derived at station Y in July 1990 through Transit single point positioning using 187 passes by Geodetic Survey Ltd. Replaces Malongo 1987 to WGS 84 (1) ( trf code 1330).,Chevron.,EPSG,2007-03-22,2005.751 2007.043,1,0
1558,Korean 1995 to WGS 84 (1),transformation,4166,4326,NIMA-Kor,1,1135,For military purposes. Accuracy 1m in each axis.,2,9603,,,Derived at 5 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.20 2005.46,1,0
-1559,AGD84 to GDA94 (3),transformation,4203,4283,DOLA-Aus WA 0.1m old,3,1280,0.1m accuracy.,,9615,,,Superseded by AGD84 to GDA94 (4) (code 1593) (binary file format error) and then by AGD84 to GDA94 (5) (code 1804). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,http://www.dola.wa.gov.au/lotl/survey_geodesy/gda1994/download.html,EPSG,2000-06-10,2000.68,1,1
+1559,AGD84 to GDA94 (3),transformation,4203,4283,DOLA-Aus WA 0.1m old,3,1280,0.1m accuracy.,,9615,,,Replaced by AGD84 to GDA94 (4) (code 1593) due to binary file format error and then by AGD84 to GDA94 (5) (code 1804). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) have longitudes positive east.,http://www.dola.wa.gov.au/lotl/survey_geodesy/gda1994/download.html,EPSG,2007-03-22,2000.68 2002.06 2007.043,1,0
1560,Nord Sahara 1959 to WGS 72BE (1),transformation,4307,4324,CGG-Alg HM,1,2393,Oil exploration.,8,9603,,,Derived at IGN monument CFP19 using Transit.,Various oil company sources.,EPSG,2000-06-23,,1,0
1561,Qatar 1974 to WGS 84 (1),transformation,4285,4326,DMA-Qat,1,1195,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-27,2005.20 2005.21,1,0
1562,Qatar 1974 to WGS 84 (2),transformation,4285,4326,B&R-Qat off,2,2406,Oil exploration.,1,9603,,,Derived by Brown & Root in 1992 for Qatar General Petroleum Corporation.,Qatar General Petroleum Corporation and Total-Fina,EPSG,2000-10-19,,1,0
@@ -544,15 +543,15 @@
1570,Accra to WGS 72BE (1),transformation,4168,4324,GSI-Gha,1,1505,Oil exploration.,25,9603,,,Derived be single point Transit observation at several locations.,Various oil industry sources,EPSG,2000-10-19,,1,0
1571,Amersfoort to ETRS89 (1),transformation,4258,4326,NCG-Nld 2000,1,1172,Accuracy 0.5m,,9607,,,"Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.",http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2000-10-19,,1,1
1572,NAD83 to NAD83(CSRS98) (1),transformation,4269,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1696.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-10-19,,1,1
-1573,NAD27 to NAD83 (6),transformation,4267,4269,SGQ-Can QC NT2,6,1368,Accuracy 1-2 metres.,1.5,9615,,,Supersedes NAD27 to NAD83 (5) (code 1462). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-10-19,,1,0
+1573,NAD27 to NAD83 (6),transformation,4267,4269,SGQ-Can QC NT2,6,1368,Accuracy 1-2 metres.,1.5,9615,,,Replaces NAD27 to NAD83 (5) (code 1462). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-10-19,,1,0
1574,NAD27 to NAD83(CSRS98) (1),transformation,4267,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1692.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-10-19,,1,1
-1575,NAD27(CGQ77) to NAD83 (2),transformation,4609,4269,SGQ-Can QC NT2,2,1368,Accuracy 1-2 metres.,1.5,9615,,,Supersedes NAD27(CGQ77) to NAD83 (1) (code 1451). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 and NAD83 (codes 4609 and 4269) have longitudes positive east. Can be taken as approx transformation to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-10-19,,1,0
-1576,NAD27(CGQ77) to NAD83(CSRS98) (1),transformation,4609,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(CGQ77) (code 4609) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD27(CGQ77) to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-10-19,,1,1
+1575,NAD27(CGQ77) to NAD83 (2),transformation,4609,4269,SGQ-Can QC NT2,2,1368,Accuracy 1-2 metres.,1.5,9615,,,Replaces NAD27(CGQ77) to NAD83 (1) (code 1451). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 and NAD83 (codes 4609 and 4269) have longitudes positive east. Can be taken as approx transformation to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2007-03-22,2007.043,1,0
+1576,NAD27(CGQ77) to NAD83(CSRS98) (1),transformation,4609,4140,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(CGQ77) (code 4609) and NAD83(CSRS98) (code 4140) have 1691longitudes positive east. Can be taken as an approximate transformation NAD27(CGQ77) to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2000-10-19,,1,1
1577,American Samoa 1962 to WGS 84 (1),transformation,4169,4326,NIMA-Asm,1,3109,For military purposes. One sigma uncertainty is 25m in each axis.,44,9603,,,Transformation based on observations at 2 stations in 1993.,NIMA TR8350.2 revision of January 2000.,EPSG,2005-05-21,2005.23,1,0
1578,American Samoa 1962 to NAD83(HARN) (1),transformation,4169,4152,NGS-Asm W,1,2288,Geodetic survey. No accuracy stated.,5,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs American Samoa 1962 and NAD83(HARN) (codes 4169 and 4152) have longitudes positive east. NADCON expects latitudes in northern hemisphere and values must be made positive prior to input.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt,EPSG,2004-04-27,2004.36,1,0
1579,American Samoa 1962 to NAD83(HARN) (2),transformation,4169,4152,NGS-Asm E,2,2289,Geodetic survey. No accuracy stated.,5,9613,,,NADCON method which expects longitudes positive west; EPSG GeogCRSs American Samoa 1962 and NAD83(HARN) (codes 4169 and 4152) have longitudes positive east. NADCON expects latitudes in northern hemisphere and values must be made positive prior to input.,ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt,EPSG,2004-04-27,2004.36,1,0
1580,NAD83(HARN) to WGS 84 (1),transformation,4152,4326,EPSG-Usa,1,1337,Approximation at the +/- 1m level assuming that NAD83(HARN) is equivalent to WGS 84.,1,9603,,,For many purposes NAD83(HARN) can be considered to be coincident with WGS 84.,EPSG,EPSG,2005-05-21,2005.23,1,0
-1581,SIRGAS to WGS 84 (1),transformation,4170,4326,NIMA-S America,1,1341,For military purposes. Accuracy 1m in each axis.,2,9603,,,,NIMA TR8350.2 revision of January 2000.,EPSG,2000-10-19,2001.33,1,0
+1581,SIRGAS to WGS 84 (1),transformation,4170,4326,NIMA-S America,1,3448,For military purposes. Accuracy 1m in each axis.,2,9603,,,,NIMA TR8350.2 revision of January 2000.,EPSG,2006-07-29,2001.33 2006.465,1,0
1582,PSAD56 to WGS 84 (10),transformation,4248,4326,TOT-Bol Mad,10,2400,Oil exploration.,3,9603,,,Derived May 1995 by Geoid for Total. OSU91A geoid model used.,TotalFinaElf,EPSG,2000-10-19,,1,0
1583,PSAD56 to WGS 84 (11),transformation,4248,4326,TOT-Bol B20,11,2401,Oil exploration.,0.5,9603,,,Derived July 1997 by Geoid from data recorded by UGA for Total. OSU91A geoid model used.,Total-Fina,EPSG,2000-10-19,,1,0
1584,Deir ez Zor to WGS 72BE (1),transformation,4227,4324,GECO-Syr,1,2329,Oil exploration.,5,9603,,,Recomputed in 1991 by Elf from data derived in 1983 at station 254 Deir by Geco using Transit. Derivation of 1983 parameter values of dX=-163.2 dY=-12.7 dZ=+232.7 contained errors in geodetic parameters for Syria.,Elf,EPSG,2005-04-14,2005.02,1,0
@@ -561,13 +560,13 @@
1587,Deir ez Zor to WGS 84 (4),transformation,4227,4326,ELF-Syr Shad,4,2328,Oil exploration.,1,9603,,,Derived at four stations by Topnav in 1997.,Elf,EPSG,2000-10-19,,1,0
1588,ED50 to ETRS89 (1),transformation,4230,4258,NMA-Nor N65 1997,1,2332,Accuracy 1m.,1,9606,,,Included in Statens Kartverk programme wsktrans from 1997. The same parameter values were adopted for ED50 to WGS84 (variant 23) transformation offshore Norway north of 62N from April 2001 - see code 1612.,Statens Kartverk.,EPSG,2001-06-05,2001.06,1,0
1589,ED50 to ETRS89 (3),transformation,4230,4258,NMA-Nor 6265W,3,2333,Accuracy 2m.,2,9620,,,Included in Statens Kartverk programme wsktrans from 1997. See ED50 to WGS84 (23) (code 1612) for a simpler transformation accurate to better than 4m.,Statens Kartverk,EPSG,2000-10-19,,1,0
-1590,ED50 to WGS 84 (22),transformation,4230,4326,NMA-Nor 6265W 1997,22,2333,Oil exploration before 2001.,0.5,9620,,,Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Superseded ED50 to WGS 84 (20) (code 1450) in 1997. Superseded by ED50 to WGS 84 (23) (code 1612) in April 2001.,Statens Kartverk.,EPSG,2000-10-19,,1,0
+1590,ED50 to WGS 84 (22),transformation,4230,4326,NMA-Nor 6265W 1997,22,2333,Oil exploration before 2001.,0.5,9620,,,Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Replaced ED50 to WGS 84 (20) (code 1450) in 1997. Replaced by ED50 to WGS 84 (23) (code 1612) in April 2001.,Statens Kartverk.,EPSG,2007-03-22,2007.043,1,0
1591,RGF93 to ETRS89 (1),transformation,4171,4258,IGN-Fra,1,1096,RGF93 is a regional realisation of ETRS89.,0,9603,,,May be taken as approximate transformation RGF93 to WGS 84 - see code 1671.,TotalFinaElf,EPSG,2000-10-10,,1,0
-1592,Timbalai 1948 to WGS 84 (2),transformation,4298,4326,BSP-Brn,2,2348,Offshore oil exploration.,5,9603,,,These parameters produce a coordinate difference of 10m horizontally and 50m vertically compared to Timbalai 1948 to WGS 84 (3) (code 1615).,Brunei Shell Petroleum,EPSG,2000-10-19,2002.70,1,0
-1593,AGD84 to GDA94 (4),transformation,4203,4283,DOLA-Aus WA 0.1m,4,1280,0.1m accuracy.,0.1,9615,,,Replaced AGD84 to GDA94 (3) (code 1559) but then superseded by AGD84 to GDA94 (5) (code 1804). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,"Department of Land Information, Government of Western Australia; http://www.dola.wa.gov.au/",EPSG,2000-10-19,2005.46,1,0
+1592,Timbalai 1948 to WGS 84 (2),transformation,4298,4326,BSP-Brn,2,2348,Offshore oil exploration.,5,9603,,,,Brunei Shell Petroleum,EPSG,2006-09-21,2002.70 2006.252,1,0
+1593,AGD84 to GDA94 (4),transformation,4203,4283,DOLA-Aus WA 0.1m,4,1280,0.1m accuracy.,0.1,9615,,,Replaces AGD84 to GDA94 (3) (code 1559) and then replaced by AGD84 to GDA94 (5) (code 1804). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,"Department of Land Information, Government of Western Australia; http://www.dola.wa.gov.au/",EPSG,2007-03-22,2005.46 2007.043,1,0
1594,AGD66 to GDA94 (8),transformation,4202,4283,OSG-Tas 1m,8,1282,Recommended for mid-accuracy use in Tasmania. 1m accuracy.,1,9607,,,Replaces AGD66 to GDA94 (3) (code 1459) from August 2000. For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1667.,"GDA Technical Manual, http://www.icsm.gov.au/gda, and http://www.delm.tas.gov.au/osg/Geodetic_transform.htm",EPSG,2006-01-02,2005.86 2006.01,1,0
1595,AGD66 to GDA94 (9),transformation,4202,4283,Auslig-NT 1m,9,2284,Recommended for mid-accuracy use in Northern Territory. 1m accuracy.,1,9607,,,For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1668.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
-1596,AGD66 to GDA94 (10),transformation,4202,4283,OSG-Aus SE 0.1m,10,2287,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,Office of Surveyor General Victoria; http://www.land.vic.gov.au/,EPSG,2006-01-02,2005.46 2005.86,1,0
+1596,AGD66 to GDA94 (10),transformation,4202,4283,OSG-Aus SE 0.1m,10,2287,0.1m accuracy.,0.1,9615,,,Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.,Office of Surveyor General Victoria; http://www.land.vic.gov.au/,EPSG,2007-03-22,2005.46 2005.86 2007.043,1,0
1597,Bogota 1975 to WGS 84 (2),transformation,4218,4326,BP-Col CusCup,2,2315,Oil exploration.,0.2,9603,,,Derived in 1995 by WGC at first order stations Recreo and Mena via multi-day ties to 4 IGS stations. Residuals under 20cm.,Various industry sources,EPSG,2000-10-19,,1,0
1598,POSGAR to WGS 84 (1),transformation,4172,4326,EPSG-Arg,1,1033,?,,9603,,,,EPSG,EPSG,2000-10-19,,1,1
1599,ATS77 to NAD83(CSRS98) (2),transformation,4122,4140,PEI DOT-Can PEI,2,1533,?,,9615,,,Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1689.,PEI Department of Transportation & Public Works,EPSG,2000-10-19,,1,1
@@ -580,17 +579,17 @@
1606,ATS77 to NAD27 (1),transformation,4122,4267,SNB-Can NB,1,1447,?,,9634,,,For reverse transformation see NAD27 to ATS77 (1) (code 1603),Survey of New Brunswick,EPSG,2000-10-19,,1,1
1607,ATS77 to NAD27 (2),transformation,4122,4267,SNB-Can NS,2,2313,?,,9634,,,For reverse transformation see NAD27 to ATS77 (2) (code 1604),Survey of New Brunswick,EPSG,2000-10-19,,1,1
1608,ATS77 to NAD27 (3),transformation,4122,4267,SNB-Can PEI,3,1533,?,,9634,,,For reverse transformation see NAD27 to ATS77 (3) (code 1605),Survey of New Brunswick,EPSG,2000-10-19,,1,1
-1609,BD72 to WGS 84 (1),transformation,4313,4326,IGN-Bel 7,1,1044,For applications to an accuracy of 1 metre.,1,9607,,,,IGN Brussels www.ngi.be,EPSG,2000-10-19,,1,0
+1609,BD72 to WGS 84 (1),transformation,4313,4326,IGN-Bel 7,1,1044,For applications to an accuracy of 1 metre.,1,9607,,,Scale difference is given by information source as 0.999999. Given in this record in ppm to assist application usage. Very similar parameter values (to slightly less precision) used for BD72 to ETRS89: see code 1652.,IGN Brussels www.ngi.be,EPSG,2006-07-30,2006.55,1,0
1610,BD72 to WGS 84 (2),transformation,4313,4326,IGN-Bel 3,2,1044,For applications to an accuracy of 5 metres.,5,9603,,,,IGN Brussels www.ngi.be,EPSG,2000-10-19,,1,0
1611,IRENET95 to ETRS89 (1),transformation,4173,4258,OSI-Ire,1,1305,?,0,9603,,,May be taken as approximate transformation IRENET95 to WGS 84 - see code 1678.,Ordnance Survey of Ireland,EPSG,2000-10-19,,1,0
-1612,ED50 to WGS 84 (23),transformation,4230,4326,EPSG-Nor N62 2001,23,2601,Oil industry offshore.,1,9606,,,"Parameter values are taken from ED50 to ETRS89 (1), code 1588. Adopted for ED50 to WGS84 transformations offshore Norway north of 62N from April 2001 when it superseded code 1590. Included in Statens Kartverk programme wsktrans from v4.0.",EPSG Guidance Note #10,EPSG,2001-06-05,,1,0
+1612,ED50 to WGS 84 (23),transformation,4230,4326,EPSG-Nor N62 2001,23,2601,Oil industry offshore.,1,9606,,,"Parameter values are taken from ED50 to ETRS89 (1), code 1588. Adopted for ED50 to WGS84 transformations offshore Norway north of 62N from April 2001 when it replaced code 1590. Included in Statens Kartverk programme wsktrans from v4.0.",EPSG Guidance Note #10,EPSG,2007-03-22,2007.043,1,0
1613,ED50 to WGS 84 (24),transformation,4230,4326,EPSG-Nor S62 2001,24,2334,Approximation to 1 metre for oil industry use.,1,9606,,,"Approximation to 1 metre of concatenated transformation ED50 to WGS 84 (14), code 8046. 8046 remains the transformation promulgated by Statens Kartverk but 1613 recommended by EPSG for practical oil industry usage.",EPSG Guidance Note #10,EPSG,2001-06-05,,1,0
1614,Sierra Leone 1968 to WGS 84 (1),transformation,4175,4326,NIMA-Sle,1,1209,Accuracy +/- 15m in each axis.,26,9603,,,Determined at 8 stations. Info. source has the source CRS as Sierra Leone 1960. Sierra Leone 1968 is a readjustment of the 1960 network: coordinates changed by less than 3 metres.,"NIMA TR8350.2 revision 3, 1997.",EPSG,2001-06-05,,1,0
-1615,Timbalai 1948 to WGS 84 (3),transformation,4298,4326,SD-Brn,3,2349,Topographic and engineering survey onshore.,100,9603,,,These parameters produce a coordinate difference of 10m horizontally and 50m vertically compared to Timbalai 1948 to WGS 84 (2) (code 1592).,Brunei Survey Department,EPSG,2001-06-05,,1,0
+1615,Timbalai 1948 to WGS 84 (3),transformation,4298,4326,SD-Brn,3,2349,Topographic and engineering survey onshore.,100,9603,,,CARE! Erroneous GPS data was used in the derivation of these parameters. They produce a coordinate difference of 10m horizontally and 50m vertically compared to Timbalai 1948 to WGS 84 (2) (code 1592).,Brunei Survey Department,EPSG,2006-09-21,2006.252,1,0
1616,PSD93 to WGS 72 (1),transformation,4134,4322,PDO-Omn 93,1,1183,Oil exploration. Residuals 1.2m at 67% probability level.,1.2,9606,,,,Petroleum Development Oman,EPSG,2001-06-05,,1,0
1617,PSD93 to WGS 84 (3),transformation,4134,4326,Tot-Omn 95,3,2404,Oil exploration.,0.5,9606,,,Accuracy better than 0.5m in block 4.,TotalFinaElf,EPSG,2001-06-05,,1,0
-1618,MGI to WGS 84 (3),transformation,4312,4326,BEV-Aut,3,1037,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Same transformation parameters but to lesser precision used for MGI to ETRS89 (1) (code 1619).,Bundesamt für Eich- und Vermessungswesen via EuroGeographics http://crs.bkg.bund.de/crs-eu,EPSG,2001-06-05,,1,0
-1619,MGI to ETRS89 (1),transformation,4312,4258,BEV-Aut,1,1037,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Same transformation parameters but to greater precision used for MGI to WGS 84 (3) (code 1618).,Bundesamt für Eich- und Vermessungswesen via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
+1618,MGI to WGS 84 (3),transformation,4312,4326,BEV-Aut,3,1037,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Same transformation parameters used for MGI to ETRS89 (1) (code 1619).,Bundesamt für Eich- und Vermessungswesen via EuroGeographics http://crs.bkg.bund.de/crs-eu,EPSG,2006-12-16,2006.971,1,0
+1619,MGI to ETRS89 (1),transformation,4312,4258,BEV-Aut,1,1037,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Same transformation parameters used for MGI to WGS 84 (3) (code 1618). Precision of parameter values in this record were increased effective 16-Dec-2006 (db v6.12): see change record 2006.971.,Bundesamt für Eich- und Vermessungswesen via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-12-16,2006.971,1,0
1620,MGI to ETRS89 (2),transformation,4312,4258,DGU-Hrv,2,1076,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation MGI to WGS 84 - see code 1621.,Drzavna Geodetska Uprava via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
1621,MGI to WGS 84 (4),transformation,4312,4326,EPSG-Hrv,4,1076,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from MGI to ETRS89 (2) (code 1620). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
1622,S-JTSK to ETRS89 (1),transformation,4156,4258,CUZK-Cze,1,1079,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation S-JTSK to WGS 84 - see code 1623.,Cesky Urad Zememericky a Katastraln via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
@@ -607,26 +606,26 @@
1633,ED50 to WGS 84 (28),transformation,4230,4326,EPSG-Esp,28,2336,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Parameter values from ED50 to ETRS89 (7) (code 1632). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
1634,ED50 to ETRS89 (8),transformation,4230,4258,CNIG-Esp NW,8,2337,For applications to an accuracy of 1.5 metres.,1.5,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1635.,Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
1635,ED50 to WGS 84 (29),transformation,4230,4326,EPSG-Esp NW,29,2337,For applications to an accuracy of 1.5 metres.,1.5,9606,,,Parameter values from ED50 to ETRS89 (8) (code 1634). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1638,KKJ to ETRS89 (1),transformation,4123,4258,NLS-Fin,1,1095,For applications to an accuracy of 1 to 2 metres.,1.5,9606,,,May be taken as approximate transformation KKJ to WGS 84 - see code 1639. Superseded by KKJ to ETRS89 (2) (code 10098).,National Land Survey of Finland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2004-04-27,2004.12,1,0
-1639,KKJ to WGS 84 (1),transformation,4123,4326,EPSG-Fin,1,1095,For applications to an accuracy of 1 to 2 metres.,1.5,9606,,,Parameter values from KKJ to ETRS89 (1) (code 1638). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Superseded by KKJ to WGS 84 (2) (code 10099).,EPSG,EPSG,2004-04-27,,1,0
+1638,KKJ to ETRS89 (1),transformation,4123,4258,NLS-Fin,1,1095,For applications to an accuracy of 1 to 2 metres.,1.5,9606,,,May be taken as approximate transformation KKJ to WGS 84 - see code 1639. Replaced by KKJ to ETRS89 (2) (code 10098).,National Land Survey of Finland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2004.12 2007.043,1,0
+1639,KKJ to WGS 84 (1),transformation,4123,4326,EPSG-Fin,1,1095,For applications to an accuracy of 1 to 2 metres.,1.5,9606,,,Parameter values from KKJ to ETRS89 (1) (code 1638). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaced by KKJ to WGS 84 (2) (code 10099).,EPSG,EPSG,2007-03-22,2007.043,1,0
1640,TM65 to ETRS89 (1),transformation,4299,4258,OSI-Ire,1,1305,For applications to an accuracy of 1 metre.,,9606,,,May be taken as approximate transformation TM65 to WGS 84 - see code 1641.,Ordnance Survey Ireland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,1
1641,TM65 to WGS 84 (2),transformation,4299,4326,EPSG-Ire,2,1125,For applications to an accuracy of 1 metre.,1,9606,,,"Parameter values from TM75 to ETRS89 (2) (code 1953). Assumes each pair of (i) TM65 and TM75, and (ii) ETRS89 and WGS 84, can be considered the same to within the accuracy of the transformation.",EPSG,EPSG,2003-06-27,2002.621,1,0
1642,Luxembourg 1930 to ETRS89 (1),transformation,4181,4258,ACT-Lux,1,1146,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation Luxembourg 1930 to WGS 84 - see code 1643.,Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
1643,Luxembourg 1930 to WGS 84 (1),transformation,4181,4326,EPSG-Lux,1,1146,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from Luxembourg 1930 to ETRS89 (1) (code 1642). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
1644,Pulkovo 1942(58) to ETRS89 (1),transformation,4179,4258,GUGK-Pol,1,1192,For applications to an accuracy of 1 metre.,1,9606,,,"May be taken as approximate transformation Pulkovo 1942(58) to WGS 84 - see code 1645. Parameter values given to greater precision but to no better accuracy in GUGiK Technical Instruction G-2, Warsaw 2001.",Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-02-02,2005.59,1,0
1645,Pulkovo 1942(58) to WGS 84 (1),transformation,4179,4326,EPSG-Pol,1,1192,For applications to an accuracy of 1 metre.,1,9606,,,Parameter values from Pulkovo 1942(58) to ETRS89 (1) (code 1644). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1646,CH1903 to ETRS89 (1),transformation,4149,4258,BfL-Che,1,1286,Accuracy 1.5 metres.,1.5,9603,,,These parameters are strictly from CH1903+ to CHTRF95 or ETRS89 but are used as from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network. They are given to full precision as CH1903 to WGS 84 (1) (code 1510).,Bundesamt für Landestopographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
+1646,CH1903 to ETRS89 (1),transformation,4149,4258,BfL-Che,1,1286,Accuracy 1.5 metres.,1.5,9603,,,These parameters are derived from CH1903+ to ETRS89 (code 1647) and are used as from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network.,Bundesamt für Landestopographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2006-12-29,2006.992,1,0
1647,CH1903+ to ETRS89 (1),transformation,4150,4258,BfL-Che,1,1286,For applications to an accuracy of 0.1 metres.,0.1,9603,,,This transformation is also given as CH1903+ to CHTRF95 (1) (code 1509). CHTRF95 is a local realisation of ETRS89.,Bundesamt für Landestopographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
1648,EST97 to ETRS89 (1),transformation,4180,4258,NLB-Est,1,1090,EST97 is a realisation of ETRS89.,0,9603,,,May be taken as approximate transformation EST97 to WGS 84 - see code 1649.,Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
-1649,EST97 to WGS 84 (1),transformation,4180,4326,EPSG-Est,1,1090,For applications to an accuracy of 1 metre.,1,9603,,,Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
+1649,EST97 to WGS 84 (1),transformation,4180,4326,EPSG-Est,1,1090,For applications to an accuracy of 1 metre.,1,9603,,,Parameter values taken from EST97 to ETRS89 (1) (code 1648). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
1650,ED50 to ETRS89 (10),transformation,4230,4258,IGN-Fra,10,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to WGS 84. See ED50 to WGS 84 (17) (code 1275).,Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
1651,NTF to ETRS89 (1),transformation,4275,4258,IGN-Fra,1,1096,For applications to an accuracy of 2 metres.,2,9603,,,These same parameter values are used to transform to WGS 84. See NTF to WGS 84 (1) (code 1193).,Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
1652,BD72 to ETRS89 (1),transformation,4313,4258,IGN-Bel,1,1044,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation BD72 to WGS 84 - see code 1609.,Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
1653,NGO 1948 to ETRS89 (1),transformation,4273,4258,SKV-Nor,1,1352,For applications to an accuracy of 3 metres.,3,9606,,,May be taken as approximate transformation NGO 1948 to WGS 84 - see code 1654.,Statens Kartverk via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-06-05,,1,0
1654,NGO 1948 to WGS 84 (1),transformation,4273,4326,EPSG-Nor,1,1352,For applications to an accuracy of 3 metres.,3,9606,,,Parameter values from NGO 1948 to ETRS89 (1) (code 1653). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,0
-1655,Lisbon to ETRS89 (1),transformation,4207,4258,ICC-Prt 2000,1,1294,For applications to an accuracy of 3 metres.,3,9606,,,Derived in 2000 at 8 stations. Superseded by 2001 derivation (code 1997).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2003-12-23,2003.233 2003.234,1,0
+1655,Lisbon to ETRS89 (1),transformation,4207,4258,ICC-Prt 2000,1,1294,For applications to an accuracy of 3 metres.,3,9606,,,Derived in 2000 at 8 stations. Replaced by 2001 derivation (code 1997).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2003.233 2003.234 2007.043,1,0
1656,Lisbon to WGS 84 (1),transformation,4207,4258,EPSG-Prt 2000,1,1294,For applications to an accuracy of 3 metres.,,9606,,,Parameter values from Lisbon to ETRS89 (1) (code 1655). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,2002.72,1,1
-1657,Datum 73 to ETRS89 (1),transformation,4274,4258,ICC-Prt 2000,1,1294,For applications to an accuracy of 2 metres.,2,9606,,,Derived in 2000 at 8 stations. Superseded by 2001 derivation (code 1992).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2003-12-23,2003.233,1,0
+1657,Datum 73 to ETRS89 (1),transformation,4274,4258,ICC-Prt 2000,1,1294,For applications to an accuracy of 2 metres.,2,9606,,,Derived in 2000 at 8 stations. Replaced by 2001 derivation (code 1992).,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2003.233 2007.043,1,0
1658,Datum 73 to WGS 84 (1),transformation,4274,4258,EPSG-Prt 2000,1,1294,For applications to an accuracy of 2 metres.,,9606,,,Parameter values from Datum 73 to ETRS89 (1) (code 1657). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-06-05,,1,1
1659,Monte Mario to ETRS89 (1),transformation,4265,4258,IGM-Ita main,1,2372,Accuracy: 4 metres,4,9606,,,May be taken as approximate transformation Monte Mario to WGS 84 - see code 1660.,Istituto Geografico Militare Italiano via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2004.08 2005.18,1,0
1660,Monte Mario to WGS 84 (4),transformation,4265,4326,EPSG-Ita main,4,2372,Accuracy: 4 metres,4,9606,,,Parameter values from Monte Mario to ETRS89 (1) (code 1659). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2004-01-20,2004.08,1,0
@@ -638,21 +637,21 @@
1666,AGD66 to WGS 84 (13),transformation,4202,4326,EPSG-NSW Vic 1m,13,2286,Recommended for mid-accuracy use in NSW and Victoria. 1m accuracy.,1,9607,,,Parameter values from AGD66 to GDA94 (4) (code 1460). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
1667,AGD66 to WGS 84 (14),transformation,4202,4326,EPSG-Tas 1m,14,1282,Recommended for mid-accuracy use in Tasmania. 1m accuracy.,1,9607,,,Parameter values from AGD66 to GDA94 (8) (code 1594). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
1668,AGD66 to WGS 84 (15),transformation,4202,4326,EPSG-NT 1m,15,2284,Recommended for mid-accuracy use in Northern Territory. 1m accuracy.,1,9607,,,Parameter values from AGD66 to GDA94 (9) (code 1595). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1669,AGD84 to WGS 84 (7),transformation,4203,4326,EPSG-Aus 1m,7,2575,1m accuracy.,1,9607,,,Parameter values from AGD84 to GDA94 (2) (code 1280). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation. Supersedes AGD84 to WGS 84 (2) (code 1236).,EPSG,EPSG,2001-08-15,,1,0
+1669,AGD84 to WGS 84 (7),transformation,4203,4326,EPSG-Aus 1m,7,2575,1m accuracy.,1,9607,,,Parameter values from AGD84 to GDA94 (2) (code 1280). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces AGD84 to WGS 84 (2) (code 1236).,EPSG,EPSG,2007-03-22,2007.043,1,0
1670,NZGD49 to WGS 84 (3),transformation,4272,4326,EPSG-Nzl 1m,3,1175,Accuracy about 1m.,1,9615,,,Parameter file is from NZGD49 to NZGD2000 (3) (code 1568) and assumes WGS 84 is coincident with NZGD2000 to the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
1671,RGF93 to WGS 84 (1),transformation,4171,4326,EPSG-Fra,1,1096,Approximation at the +/- 1m level.,1,9603,,,Parameter values from RGF93 to ETRS89 (1) (code 1591) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1672,Amersfoort to WGS 84 (2),transformation,4289,4326,EPSG-Nld,2,1275,Approximation at the +/- 1m level.,1,9607,,,Parameter values from Amersfoort to ETRS89 (1) (code 1751) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes Amersfoort to WGS 84 (1) (code 1112).,EPSG,EPSG,2002-12-09,2002.90,1,0
-1673,DHDN to WGS 84 (1),transformation,4314,4326,EPSG-Deu W,1,2326,For applications with an accuracy at 5 m level.,5,9607,,,Parameter values from DHDN to ETRS89 (1) (code 1309) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1674,Pulkovo 1942(83) to ETRS89 (1),transformation,4178,4258,IfAG-Deu E,1,1343,Residuals under 2 m.,2,9607,,,Mean of 20 stations. May be taken as approximate transformation to WGS 84 - see code 1675. Also given by EuroGeographics at http://crs.ifag.de/ as a Position Vector transformation with changed values for rotations. Superseded in 2001 by code 1775.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2001-08-15,,1,0
+1672,Amersfoort to WGS 84 (2),transformation,4289,4326,EPSG-Nld,2,1275,Approximation at the +/- 1m level.,1,9607,,,Parameter values from Amersfoort to ETRS89 (1) (code 1751) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces Amersfoort to WGS 84 (1) (code 1112). Replaced by Amersfoort to WGS 84 (3) (code 15934).,EPSG,EPSG,2007-04-10,2002.90 2007.043 2007.051,1,0
+1673,DHDN to WGS 84 (1),transformation,4314,4326,EPSG-Deu W,1,2326,For applications with an accuracy at 5 m level.,5,9607,,,Parameter values from DHDN to ETRS89 (1) (code 1309) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaced by DHDN to WGS 84 (2) (tfm code 1777).,EPSG,EPSG,2007-03-22,2006.691 2007.043,1,0
+1674,Pulkovo 1942(83) to ETRS89 (1),transformation,4178,4258,IfAG-Deu E,1,1343,Residuals under 2 m.,2,9607,,,Mean of 20 stations. May be taken as approximate transformation to WGS 84 - see code 1675. Also given by EuroGeographics at http://crs.ifag.de/ as a Position Vector transformation with changed values for rotations.,Institute for Cartography and Geodesy; Leipzig.,EPSG,2007-03-22,2007.043,1,0
1675,Pulkovo 1942(83) to WGS 84 (1),transformation,4178,4326,EPSG-Deu E,1,1343,Residuals under 2 m.,2,9607,,,Parameter values from Pulkovo 1942(83) to ETRS89 (1) (code 1674) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
1676,CH1903+ to WGS 84 (1),transformation,4150,4326,BfL-CH,1,1286,Approximation at the +/- 1m level.,1,9603,,,Parameter values are from CH1903+ to CHTRF95 (1) (code 1509) assuming that CHTRF95 is equivalent to WGS 84. That transformation is also given as CH1903+ to ETRS89 (1) (code 1647). CHTRF95 is a realisation of ETRS89.,EPSG,EPSG,2001-08-15,,1,0
1677,HD72 to WGS 84 (1),transformation,4237,4326,EPSG-Hun,1,1119,Approximation at the +/- 1m level.,,9607,,,Parameter values taken from HD72 to ETRS89 (1) (code 1273) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,1
1678,IRENET95 to WGS 84 (1),transformation,4173,4326,EPSG-Ire,1,1305,Approximation at the +/- 1m level.,1,9603,,,Assumes that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
1679,Pulkovo 1942 to WGS 84 (2),transformation,4284,4326,EPSG-Ltu,2,1145,Approximation at the +/- 1m level.,1,9607,,,Parameter values taken from Pulkovo 1942 to LKS94(ETRS89) (1) (code 1274) assuming that LKS94(ETRS89) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1680,RT90 to WGS 84 (1),transformation,4124,4326,EPSG-Swe,1,1225,Approximation at the +/- 1m level.,1,9607,,,Parameter values from RT90 to ETRS89 (1) (code 1437) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Superseded by RT90 to WGS 84 (2) (code 1896) from 2001.,EPSG,EPSG,2002-09-19,2002.48,1,0
+1680,RT90 to WGS 84 (1),transformation,4124,4326,EPSG-Swe,1,1225,Approximation at the +/- 1m level.,1,9607,,,Parameter values from RT90 to ETRS89 (1) (code 1437) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaced by RT90 to WGS 84 (2) (code 1896) from 2001.,EPSG,EPSG,2007-03-22,2002.48 2007.043,1,0
1681,OSGB 1936 / British National Grid to WGS 84 (1),transformation,27700,4326,EPSG-Gbr,1,1264,Accuracy about 0.5m.,,9633,,,Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (1) (code 1036) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,1
1682,South Yemen to WGS 84 (1),transformation,4164,4326,EPSG-Yem South,1,1340,Approximation at the +/- 1m level.,1,9603,,,Parameter values taken from South Yemen to Yemen NGN96 (1) (code 1539) assuming that NGN96 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
-1683,Tete to WGS 84 (1),transformation,4127,4326,EPSG-Moz,1,1167,Residuals as high as 30 metres.,30,9607,,,Parameter values taken from Tete to Moznet (1) (code 1297) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
+1683,Tete to WGS 84 (1),transformation,4127,4326,EPSG-Moz,1,1167,Residuals as high as 30 metres.,30,9607,,,Parameter values taken from Tete to Moznet (1) (code 1297) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2007-03-22,2007.043,1,0
1684,Tete to WGS 84 (2),transformation,4127,4326,EPSG-Moz A,2,2350,Residuals are generally under 1 metre.,1,9607,,,Parameter values taken from Tete to Moznet (2) (code 1298) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
1685,Tete to WGS 84 (3),transformation,4127,4326,EPSG-Moz B,3,2351,Residuals are generally under 4 metres.,4,9607,,,Parameter values taken from Tete to Moznet (3) (code 1299) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
1686,Tete to WGS 84 (4),transformation,4127,4326,EPSG-Moz C,4,2352,Residuals are generally under 3 metres.,3,9607,,,Parameter values taken from Tete to Moznet (4) (code 1300) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
@@ -672,7 +671,7 @@
1700,St. Paul Island to WGS 84 (1),transformation,4137,4326,EPSG-Usa AK StP,1,1333,Approximation at the +/- 1 to 2m level.,1.5,9613,,,Parameter files are from St. Paul Island to NAD83 (1) (code 1456) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
1701,NZGD49 to NZGD2000 (2),transformation,4272,4167,OSG-Nzl 4m,2,1175,4m accuracy.,4,9607,,,For better accuracy use NZGD49 to NZGD2000 (3) (code 1568).,Land Information New Zealand; http://www.linz.govt.nz/,EPSG,2005-09-29,2005.46,1,0
1702,NAD83 to WGS 84 (8),transformation,4269,4326,EPSG-Can AB,8,2376,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD83 to NAD83(CSRS) (3) (code 1849) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation. This file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some sodtware.,EPSG,EPSG,2001-08-15,,1,0
-1703,NAD27 to WGS 84 (32),transformation,4267,4326,EPSG-Can SK,32,2375,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27 to NAD83(CSRS98) (1) (code 1600) assuming that NAD83(CSRS98) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
+1703,NAD27 to WGS 84 (32),transformation,4267,4326,EPSG-Can SK,32,2375,Approximation at the +/- 1m level.,1,9615,,,Parameter file is from NAD27 to NAD83(CSRS) (1) (code 1847) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2006-12-29,2006.993,1,0
1704,NAD83 to NAD83(HARN) (40),transformation,4269,4152,NGS-Usa AR,40,1374,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1708.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
1705,NAD83 to NAD83(HARN) (41),transformation,4269,4152,NGS-Usa IA,41,1384,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1709.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
1706,NAD83 to NAD83(HARN) (42),transformation,4269,4152,NGS-Usa MN,42,1392,Geodetic survey. Accuracy 0.05m at 67% confidence level.,0.05,9613,,,Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1710.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2004-04-27,2004.36,1,0
@@ -720,38 +719,38 @@
1748,NAD83 to WGS 84 (52),transformation,4269,4326,EPSG-Usa IL,52,1382,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (38) (code 1553) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
1749,NAD83 to WGS 84 (53),transformation,4269,4326,EPSG-Usa NJ,53,1399,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (39) (code 1554) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
1750,NAD83 to WGS 84 (54),transformation,4269,4326,EPSG-Usa CA s,54,2298,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (4) (code 1477) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2004-04-27,2004.36,1,0
-1751,Amersfoort to ETRS89 (1),transformation,4289,4258,NCG-Nld 2000,1,1275,Accuracy 0.5m,0.5,9607,,,Superseded by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.,http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-09-29,2005.08 2005.18 2005.46,1,0
+1751,Amersfoort to ETRS89 (1),transformation,4289,4258,NCG-Nld 2000,1,1275,Accuracy 0.5m,0.5,9607,,,Replaced by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.,http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2005.08 2005.18 2005.46 2007.043,1,0
1752,NAD83 to NAD83(CSRS98) (3),transformation,4269,4140,AB Env-Can AB,3,2376,?,,9615,,,"This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1702.",Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham at gov.ab.ca,EPSG,2000-10-19,,1,1
-1753,CH1903 to WGS 84 (1),transformation,4149,4326,BfL-CH 1,1,1286,?,1,9607,,,Implemented in Bundesamt für Landestopographie programme GRANIT. Used from 1987 to 1997. Not recommended for current usage.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,2001-08-28,,1,0
+1753,CH1903 to WGS 84 (1),transformation,4149,4326,BfL-CH 1,1,1286,?,1,9607,,,Implemented in Bundesamt für Landestopographie programme GRANIT. Used from 1987 to 1997. Not recommended for current usage - replaced by CH1903 to WGS 84 (2) (code 1766).,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,2007-03-22,2006.992 2007.043,1,0
1754,Minna to WGS 84 (3),transformation,4263,4326,SHL-Nga S,3,2371,Oil exploration.,5,9606,,,"Used by Shell SPDC throughout southern Nigeria onshore, delta and shallow offshore from 1994; adopted by Total for offshore OPL246.",Shell Petroleum Development Company,EPSG,2002-03-15,2001.38 2002.29,1,0
-1755,Bogota 1975 (Bogota) to Bogota 1975,transformation,4802,4218,IGAC-Col,1,1070,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2001-10-04,2001.39,1,0
-1756,Lisbon (Lisbon) to Lisbon,transformation,4803,4207,IGC-Prt,1,1294,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2003-08-14,2001.39 2003.234,1,0
-1757,MGI (Ferro) to MGI,transformation,4805,4312,BEV-Aut balk,1,2804,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2002-09-19,2001.39 2002.57,1,0
-1758,Padang (Jakarta) to Padang,transformation,4808,4280,EPSG-Idn Sumatra,1,1355,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2001-10-04,2001.39,1,0
-1759,Batavia (Jakarta) to Batavia,transformation,4813,4211,EPSG-Idn Java,1,1285,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2001-10-04,2001.39,1,0
-1760,RT38 (Stockholm) to RT38,transformation,4814,4308,NLS-Swe,1,1225,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2001-10-04,2001.39,1,0
-1761,Greek (Athens) to Greek,transformation,4815,4120,NTU-Grc,1,1106,Change of prime meridian.,0,9601,,,,Topography Department; National Technical University of Athens.,EPSG,2001-10-04,2001.39,1,0
-1762,NGO 1948 (Oslo) to NGO1948,transformation,4817,4273,NGO-Nor,1,1352,Change of prime meridian.,0,9601,,,,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2001-10-04,2001.39,1,0
+1755,Bogota 1975 (Bogota) to Bogota 1975 (1),transformation,4802,4218,IGAC-Col,1,1070,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2006.89,1,0
+1756,Lisbon (Lisbon) to Lisbon (1),transformation,4803,4207,IGC-Prt,1,1294,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2003.234 2006.89,1,0
+1757,MGI (Ferro) to MGI (1),transformation,4805,4312,BEV-Aut balk,1,2804,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2002.57 2006.89,1,0
+1758,Padang (Jakarta) to Padang (1),transformation,4808,4280,EPSG-Idn Sumatra,1,1355,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2006.89,1,0
+1759,Batavia (Jakarta) to Batavia (1),transformation,4813,4211,EPSG-Idn Java,1,1285,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2006.89,1,0
+1760,RT38 (Stockholm) to RT38 (1),transformation,4814,4308,NLS-Swe,1,1225,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2006.89,1,0
+1761,Greek (Athens) to Greek (1),transformation,4815,4120,NTU-Grc,1,1106,Change of prime meridian.,0,9601,,,,Topography Department; National Technical University of Athens.,EPSG,2006-10-13,2001.39 2006.89,1,0
+1762,NGO 1948 (Oslo) to NGO1948 (1),transformation,4817,4273,NGO-Nor,1,1352,Change of prime meridian.,0,9601,,,,"J. Danielsen; ""Transformasjoner ved Norges Geografiske Oppmåling""; Kart Og Plan nr 1; 1982.",EPSG,2006-10-13,2001.39 2006.89,1,0
1763,NTF (Paris) to NTF (1),transformation,4807,4275,IGN-Fra,1,1096,Change of prime meridian.,0,9601,,,,IGN Paris.,EPSG,2001-10-04,2001.39,1,0
1764,NTF (Paris) to NTF (2),transformation,4807,4275,RGS,2,1096,Change of prime meridian.,0,9601,,,EPSG prefers value from IGN Paris (code 1763).,Royal Geographic Society; London,EPSG,2001-10-04,2001.39 2002.74,1,0
-1765,Bern 1898 (Bern) to CH1903,transformation,4801,4149,BfL-CH,1,1286,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2001-10-04,2001.39,1,0
-1766,CH1903 to WGS 84 (2),transformation,4149,4326,BfL-CH 2,2,1286,Accuracy 1.5 metres.,1.5,9603,,,These parameters are strictly between CH1903+ and CHTRF95 (code 1509) or ETRS89 (code 1647) but are used given to lesser precision from CH1903 to WGS 84 as an approximation which is within the accuracy of the distortions in the CH1903 network.,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,2001-10-04,2001.39,1,0
+1765,Bern 1898 (Bern) to CH1903 (1),transformation,4801,4149,BfL-CH,1,1286,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2001.39 2006.89,1,0
+1766,CH1903 to WGS 84 (2),transformation,4149,4326,BfL-CH 2,2,1286,Accuracy 1.5 metres.,1.5,9603,,,These parameters are derive from CH1903+ to ETRS89 (code 1647) and are used at lesser precision from CH1903 to WGS 84 as an approximation which is within the accuracy of the distortions in the CH1903 network. Replaces CH1903 to WGS 84 (1) (code 1753).,Bundesamt für Landestopographie. Aufbau der Landesvermessung der Schweiz 'LV95' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.,EPSG,2007-03-22,2001.39 2006.992 2007.043,1,0
1767,REGVEN to SIRGAS (1),transformation,4189,4170,CN-Ven,1,1251,Accuracy 2 centimetres.,0.02,9603,,,,Instituto Geografia de Venezuela Simon Bolivar,EPSG,2001-11-06,,1,0
1768,REGVEN to WGS 84 (1),transformation,4189,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,1,9603,,,,EPSG,EPSG,2001-11-06,,1,0
-1769,PSAD56 to REGVEN (1),transformation,4248,4189,IGSB-Ven,1,1251,?,15,9636,,,,Instituto Geografia de Venezuela Simon Bolivar,EPSG,2001-11-06,,1,0
+1769,PSAD56 to REGVEN (1),transformation,4248,4189,IGSB-Ven,1,1251,?,15,9636,,,May be taken as transformation to WGS 84 - see PSAD56 to WGS 84 (13) (code 1095).,Instituto Geografia de Venezuela Simon Bolivar,EPSG,2006-12-29,2006.993,1,0
1770,PSAD56 to WGS84 (1),transformation,4248,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,,9636,,,Parameter vales are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-11-06,,1,1
-1771,La Canoa to REGVEN (1),transformation,4247,4189,IGSB-Ven,1,1251,?,15,9636,,,,Instituto Geografia de Venezuela Simon Bolivar,EPSG,2001-11-06,,1,0
+1771,La Canoa to REGVEN (1),transformation,4247,4189,IGSB-Ven,1,1251,?,15,9636,,,May be used as transformation to WGS 84 - see La Canoa to WGS 84 (2) (code 1096),Instituto Geografia de Venezuela Simon Bolivar,EPSG,2006-12-29,2006.993,1,0
1772,La Canoa to WGS84 (1),transformation,4247,4326,EPSG-Ven,1,1251,Approximation at the +/- 1m level.,,9636,,,Parameter values are from La Canoa to REGVEN (1) (code 1771) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-11-06,,1,1
1773,POSGAR 98 to WGS 84 (1),transformation,4190,4326,EPSG-Arg,1,1033,Approximation at the +/- 1m level.,1,9603,,,,EPSG,EPSG,2001-11-06,,1,0
1774,POSGAR 98 to SIRGAS (1),transformation,4190,4170,IGM-Arg,1,1033,POSGAR 98 is a densification of SIRGAS.,0,9603,,,,ISBN 85-240-0647-1. Sistema de Referência Geocêntrico para a América do Sul: Relatório Final. IGBE Rio de Janeiro 1997.,EPSG,2001-11-06,,1,0
-1775,Pulkovo 1942(83) to ETRS89 (2),transformation,4178,4258,IfAG-Deu E 0.1m,2,1343,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 35 points of the German GPS Network DREF. From 2001 supersedes Pulkovo 1942(83) to ETRS89 (1) (code 1674).,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-1776,DHDN to ETRS89 (2),transformation,4314,4258,IfAG-Deu W 3m,2,2326,For applications with an accuracy at 3 m level,3,9606,,,Mean of 109 stations. May be taken as approximate transformation DHDN to WGS 84 - see code 1777.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-1777,DHDN to WGS 84 (2),transformation,4314,4326,EPSG-Deu W 3m,2,2326,For applications with an accuracy at 3 m level,3,9606,,,Parameter values from DHDN to ETRS89 (2) (code 1776) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-11-06,,1,0
+1775,Pulkovo 1942(83) to ETRS89 (2),transformation,4178,4258,IfAG-Deu E 0.1m,2,3396,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 35 points of the German GPS Network DREF. From 2001 replaces Pulkovo 1942(83) to ETRS89 (1) (code 1674) within Mecklenburg-Vorpommern and Sachsen-Anhalt.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2005.18 2006.41 2007.043,1,0
+1776,DHDN to ETRS89 (2),transformation,4314,4258,IfAG-Deu W 3m,2,2326,For applications with an accuracy at 3 m level,3,9606,,,Mean of 109 stations. Replaces DHDN to ETRS89 (1) (tfm code 1309). May be taken as approximate transformation DHDN to WGS 84 - see code 1777.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2005.18 2006.691 2007.043,1,0
+1777,DHDN to WGS 84 (2),transformation,4314,4326,EPSG-Deu W 3m,2,2326,For applications with an accuracy at 3 m level,3,9606,,,Parameter values from DHDN to ETRS89 (2) (code 1776) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces DHDN to WGS 84 (1) (tfm code 1673).,EPSG,EPSG,2007-03-22,2006.691 2007.043,1,0
1778,DHDN to ETRS89 (3),transformation,4314,4258,IfAG-Deu W-S,3,2543,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 10 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
1779,DHDN to ETRS89 (4),transformation,4314,4258,IfAG-Deu W-cen,4,2542,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 27 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
1780,DHDN to ETRS89 (5),transformation,4314,4258,IfAG-Deu W-N,5,2541,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 21 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-1781,DHDN to ETRS89 (6),transformation,4314,4258,IfAG-Deu Thur,6,2544,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 10 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
-1782,DHDN to ETRS89 (7),transformation,4314,4258,IfAG-Deu Sach,7,2545,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 35 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
+1781,DHDN to ETRS89 (6),transformation,4314,4258,IfAG-Deu Thur,6,2544,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 10 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,1
+1782,DHDN to ETRS89 (7),transformation,4314,4258,IfAG-Deu Sach,7,2545,For applications with an accuracy at 0.1m level,0.1,9606,,,Derived at 35 points of the German GPS Network DREF.,Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,1
1783,ED50 to ETRS89 (9),transformation,4230,4258,HGK-Tur,9,1237,For applications to an accuracy of 2 metres.,2,9606,,,May be taken as approximate transformation ED50 to WGS 84 - see code 1784.,General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2001-11-06,,1,0
1784,ED50 to WGS 84 (30),transformation,4230,4326,EPSG-Tur,30,1237,For applications to an accuracy of 2 metres.,2,9606,,,Parameter values from ED50 to ETRS89 (9) (code 1783). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2001-11-06,,1,0
1785,MGI to ETRS89 (3),transformation,4312,4258,GURS-Svn,3,1212,For applications to an accuracy of 1 metre.,1,9606,,,May be taken as approximate transformation MGI to WGS 84 - see code 1786.,Geodetska Uprava Republike Slovenij via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-05-27,2005.18,1,0
@@ -767,18 +766,18 @@
1795,MGI to WGS 84 (7),transformation,4312,4326,JPET-Yug MB,7,2547,Oil industry,999,9636,,,,Jugopetrol,EPSG,2002-01-18,,1,0
1796,Manoca 1962 to WGS 84 (1),transformation,4193,4326,ELF94-Cmr,1,2555,Oil industry,0.5,9603,,,"Derived at two points, checked at a third by Stolt Comex Seaway and Geoid for Elf.",TotalFinaElf,EPSG,2002-01-18,,1,0
1797,Qornoq 1927 to WGS 84 (1),transformation,4194,4326,DMA-Grl S,1,2407,"For military purposes. Accuracy 25m, 25m and 32m in X, Y and Z axes.",48,9603,,,Derived at 2 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-1798,Qornoq 1927 to WGS 84 (2),transformation,4194,4326,KMS-Grl,2,3119,Topographic mapping.,1,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
+1798,Qornoq 1927 to WGS 84 (2),transformation,4194,4326,KMS-Grl,2,3362,Topographic mapping.,1,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2006-03-16,2006.22,1,0
1799,Scoresbysund 1952 to WGS 84 (1),transformation,4195,4326,KMS-Grl Scosd,1,2570,Topographic mapping.,1,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
1800,Ammassalik 1958 to WGS 84 (1),transformation,4196,4326,KMS-Grl Ammlk,1,2571,Topographic mapping.,1,9606,,,,"Kort og Matrikelstyrelsen, Copenhagen.",EPSG,2002-01-26,,1,0
1801,Pointe Noire to WGS 84 (2),transformation,4282,4326,CGG94-Cog,2,2574,?,4,9603,,,Derived in 1994 by CGG/Topnav using DORIS system on various stations along the coastline.,TotalFinaElf,EPSG,2002-02-08,,1,0
1802,Pointe Noire to WGS 84 (3),transformation,4282,4326,ELF95-Cog,3,2574,Used by Elf since May 1995 for all offshore Congo operations.,0.15,9606,,,Derived by Geoid for Elf in May 1995 using GPS and IGS data by tying 4 geodetic points to ITRF93 epoch 1995.4.,TotalFinaElf,EPSG,2002-02-08,,1,0
1803,AGD66 to GDA94 (11),transformation,4202,4283,ICSM-Aus 0.1m,11,2575,0.1m accuracy.,0.1,9615,,,"Replaces AGD66 to GDA94 variants 6, 7 and 10 (codes 1506 1507 1596). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.",GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-01-02,2005.86 2006.01,1,0
-1804,AGD84 to GDA94 (5),transformation,4203,4283,Auslig-Aus 0.1m,5,2576,0.1m accuracy.,0.1,9615,,,Supersedes AGD84 to GDA94 (4) (code 1593) which itself replaced variant 3 (code 1559). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2006-02-17,2004.182 2006.01,1,0
+1804,AGD84 to GDA94 (5),transformation,4203,4283,Auslig-Aus 0.1m,5,2576,0.1m accuracy.,0.1,9615,,,Replaces AGD84 to GDA94 (4) (code 1593) which itself replaced variant 3 (code 1559). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.,GDA Technical Manual. http://www.icsm.gov.au/gda,EPSG,2007-03-22,2004.182 2006.01 2007.043,1,0
1805,Garoua to WGS 72BE (1),transformation,4197,4324,ELF-Cmr,1,2590,Oil industry exploration.,5,9603,,,Derived in 1981 by Decca Survey France for Elf Serepca.,TotalFinaElf,EPSG,2002-02-12,,1,0
1806,Kousseri to WGS 72BE (1),transformation,4198,4324,ELF-Cmr,1,2591,Oil industry expoloration.,5,9603,,,Derived in 1981 by Decca Survey France for Elf Serepca.,TotalFinaElf,EPSG,2002-02-12,,1,0
-1807,Pulkovo 1942 to WGS 84 (13),transformation,4284,4326,BP-Aze Aioc95,13,1038,Oil industry operations by AIOC prior to 1997.,10,9606,,,"Derived via WGS72 values taken from SOCAR Magnavox 1502 manual. Used by AIOC 1995-1997 then superseded by the AIOC97 values (tfm code 1808).
-Do not confuse with AIOC95 vertical datum as used in southern Caspian Sea and at Sangachal terminal by AIOC.",BP,EPSG,2002-02-12,,1,0
-1808,Pulkovo 1942 to WGS 84 (14),transformation,4284,4326,BP-Aze Aioc97,14,2593,Oil industry operations.,5,9606,,,"Mean of 3 stations in western Georgia, 4 stations in eastern Georgia and 4 stations in eastern Azerbaijan. Derived for use on AIOC early oil western export pipeline, but adopted for all AIOC work superseding the 1995 AIOC transformation (code 1807).",BP,EPSG,2002-02-12,,1,0
+1807,Pulkovo 1942 to WGS 84 (13),transformation,4284,4326,BP-Aze Aioc95,13,1038,Oil industry operations by AIOC prior to 1997.,10,9606,,,"Derived via WGS72 values taken from SOCAR Magnavox 1502 manual. Used by AIOC 1995-1997 then replaced by the AIOC97 values (tfm code 1808).
+Do not confuse with AIOC95 vertical datum as used in southern Caspian Sea and at Sangachal terminal by AIOC.",BP,EPSG,2007-03-22,2007.043,1,0
+1808,Pulkovo 1942 to WGS 84 (14),transformation,4284,4326,BP-Aze Aioc97,14,2593,Oil industry operations.,5,9606,,,"Mean of 3 stations in western Georgia, 4 stations in eastern Georgia and 4 stations in eastern Azerbaijan. Derived for use on AIOC early oil western export pipeline, but adopted for all AIOC work replacing the 1995 AIOC transformation (code 1807).",BP,EPSG,2007-03-22,2007.043,1,0
1809,Pulkovo 1942 to WGS 84 (15),transformation,4284,4326,TFE-Aze97,15,2594,Oil industry operations.,2,9606,,,Parameter values calculated by Elf Exploration and Production based on geodetic survey carried out by Azerbaijan State Committee for Geodesy and Cartography.,TotalFinaElf,EPSG,2002-02-12,,1,0
1810,ED50 to WGS 84 (31),transformation,4230,4326,wgc72-Egy,31,2595,Oil industry exploration and production operations.,15,9606,,,Derived via concatenation through WGS72. The ED50 to WGS72 step is the Sepplin 1974 value for all Europe.,Western Geophysical,EPSG,2002-02-12,,1,0
1811,PSAD56 to WGS 84 (12),transformation,4248,4326,PB-Braz N,12,1754,Oil industry exploration.,10,9603,,,Used by Petrobras for shelf operations.,Petrobras,EPSG,2002-02-12,,1,0
@@ -797,13 +796,13 @@
1824,Minna to WGS 84 (10),transformation,4263,4326,SHL-Nga Gongola,10,2371,Oil industry exploration and production.,25,9603,,,Used by Shell SNEPCO for Gongola basin.,Shell International Exploration and Production,EPSG,2002-03-15,,1,0
1825,Hong Kong 1980 to WGS 84 (1),transformation,4611,4326,LSD-HKG 2002,1,1118,Accuracy to 1m level.,1,9606,,,Published 1st March 2002.,"Geodetic Survey Section, Survey and Mapping Office, Lands Department, Hong Kong. http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2002-06-22,,1,0
1826,JGD2000 to WGS 84 (1),transformation,4612,4326,EPSG-Jpn,1,1129,Approximation at the +/- 1m level.,1,9603,,,,EPSG,EPSG,2002-06-22,,1,0
-1827,Tokyo + JSLD to WGS 84 (6),transformation,7414,4326,GSI-Jpn 452141,6,2425,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2004.38,1,0
+1827,Tokyo + JSLD to WGS 84 (6),transformation,7414,4326,GSI-Jpn 452141,6,2425,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,EPSG,2004-05-09,2004.38,1,1
1828,Yoff to WGS 72 (1),transformation,4310,4322,DMA-SEN,1,1207,Military survey.,25,9603,,,,DMA,EPSG,2002-06-22,,1,0
1829,HD72 to ETRS89 (1),transformation,4237,4258,FOMI-Hun,1,1119,Accuracy at decimetre level throughout Hungary.,0.1,9607,,,May be taken as approximate transformation HD72 to WGS 84 - see code 1830.,Institute of Geodetic Survey and Remote Sensing (FOMI) reflected at http://lazarus.elte.hu/gb/geodez/geod5.htm,EPSG,2002-06-22,,1,0
1830,HD72 to WGS 84 (1),transformation,4237,4326,EPSG-Hun,1,1119,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,1,9607,,,Parameter values taken from HD72 to ETRS89 (1) (code 1829) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-06-22,,1,0
1831,HD72 to WGS 84 (2),transformation,4237,4326,ELTE-Hun,2,1119,Accuracy better than 1m in all three dimensions throughout Hungary.,1,9603,,,Derived at fundamental point Szolohegy and tested at 99 stations throughout Hungary.,"Timar, Molnar and Pasztor; Eotvos University, in Geodezia es Kartografia 54(1) pp11-16. www.fomi.hu/internet/magyar/szaklap/geodkart.htm",EPSG,2002-06-22,,1,0
-1832,ID74 to WGS 84 (2),transformation,4238,4326,Rac91-Idn,2,1122,For oil industry purposes.,25,9606,,,Derived via coordinates of 2 Pulse8 stations. Use of ID74 to WGS 84 (3) (code 1833) is recommended.,Racal Survey,EPSG,2002-06-22,,1,0
-1833,ID74 to WGS 84 (3),transformation,4238,4326,Bak-Idn,3,1122,"Standard deviations of translations are 1.3, 1.1 and 3.6m, of rotations 0.11, 0.06 and 0.04 sec and ppm 0.18.",3,9607,,,Derived at 38 stations.,Bakosurtanal.,EPSG,2002-06-22,,1,0
+1832,ID74 to WGS 84 (2),transformation,4238,4326,Rac91-Idn,2,1122,For oil industry purposes.,25,9606,,,Derived via coordinates of 2 Pulse8 stations. Use of ID74 to WGS 84 (3) (code 1833) is recommended.,Racal Survey,EPSG,2006-08-25,2006.81,1,0
+1833,ID74 to WGS 84 (3),transformation,4238,4326,Bak-Idn,3,1122,"Standard deviations of translations are 1.3, 1.1 and 3.6m, of rotations 0.11, 0.06 and 0.04 sec and ppm 0.18.",3,9607,,,Parameter values from ID74 to DGN95 (1) (code 15911) assuming that DGN95 is equivalent to WGS 84 within the accuracy of the transformation.,Bakosurtanal.,EPSG,2006-08-25,2006.81,1,0
1834,Segara to WGS 84 (1),transformation,4294,4326,NIMA-Idn Kal,1,2354,For military purposes.,,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html,EPSG,2002-06-22,,1,1
1835,Segara to WGS 84 (2),transformation,4294,4326,Shl-Idn Kal E,2,1360,Oil exploration.,,9603,,,,Shell,EPSG,2002-06-22,,1,1
1836,Segara to WGS 84 (3),transformation,4294,4326,Shl-Idn Kal NE,3,2770,Oil exploration.,,9603,,,,Shell,EPSG,2002-06-22,,1,1
@@ -812,7 +811,7 @@
1839,Beduaram to WGS 72BE (1),transformation,4213,4324,ELF-Ner SE,1,2771,Oil exploration. Accuracy estimated at 15m.,15,9603,,,Derived by Elf in 1986.,TotalFinaElf,EPSG,2006-02-10,2006.17,1,0
1840,QND95 to WGS 84 (1),transformation,4614,4326,CGIS-Qat,1,1346,Parameter values are defined and therefore exact.,0,9606,,,"Transformation defines QND95. May be approximated to 1m throughout Qatar by geocentric translation transformation with dX=-127.78098m, dY=-283.37477m, dZ=+21.24081m.",Qatar Centre for Geographic Information.,EPSG,2002-06-28,,1,0
1841,ATS77 to NAD83(CSRS) (1),transformation,4122,4617,GIC-Can NB,1,1447,Accuracy 1-2 metres.,1.5,9615,,,Introduced in 1999. Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1688.,New Brunswick Geographic Information Corporation land and water information standards manual.,EPSG,2002-07-13,,1,0
-1842,NAD83(CSRS) to WGS 84 (1),transformation,4617,4326,EPSG-Can,1,2784,Approximation at the +/- 1m level assuming that NAD83(CSRS) is equivalent to WGS 84.,1,9603,,,For many purposes NAD83(CSRS) can be considered to be coincident with WGS 84.,EPSG,EPSG,2002-07-13,,1,0
+1842,NAD83(CSRS) to WGS 84 (1),transformation,4617,4326,EPSG-Can,1,1061,Approximation at the +/- 1m level assuming that NAD83(CSRS) is equivalent to WGS 84.,1,9603,,,For many purposes NAD83(CSRS) can be considered to be coincident with WGS 84.,EPSG,EPSG,2007-05-29,2007.026,1,0
1843,NAD83 to NAD83(CSRS) (1),transformation,4269,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,1.5,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1696.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2002-07-13,,1,0
1844,NAD27 to NAD83(CSRS) (1),transformation,4267,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,1.5,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1692.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2002-07-13,,1,0
1845,NAD27(CGQ77) to NAD83(CSRS) (1),transformation,4609,4617,SGQ-Can QC,1,1368,Accuracy 1-2 metres.,1.5,9615,,,Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(CGQ77) (code 4609) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD27(CGQ77) to WGS 84 - see code 1691.,Geodetic Service of Quebec. Contact alain.bernard at mrn.gouv.qc.ca,EPSG,2002-07-13,,1,0
@@ -829,10 +828,10 @@
1856,ED50(ED77) to WGS 84 (3),transformation,4154,4326,TFE-Irn SPars,3,2783,Petroleum Exploration and Production.,0.5,9603,,,Derived in Kangan district by Geoid for Total in 1998. Used for South Pars phases 2 and 3.,TotalFinaElf,EPSG,2002-07-13,,1,0
1857,ED50(ED77) to WGS 84 (4),transformation,4154,4326,TFE-Irn Lavan,4,2782,Petroleum Exploration and Production.,0.5,9603,,,Derived in 1999 on Lavan island by Geoid for Elf.,TotalFinaElf,EPSG,2002-07-13,,1,0
1858,ED50(ED77) to WGS 84 (5),transformation,4154,4326,TFE-Irn Kharg,5,2781,Petroleum Exploration and Production.,0.5,9603,,,Derived by Geoid for Elf in 1999. EGM96 geoid used.,TotalFinaElf,EPSG,2002-07-13,,1,0
-1859,ELD79 to WGS 84 (1),transformation,4159,4326,REP-Lby MZQ,1,2785,Oil Exploration,10,9603,,,"Used by Repsol in Murzuq field, and PetroCanada and previous licence holders in NC177 and 72 (En Naga field). Reliability of connection to ELD79 questionned.",Oil industry sources.,EPSG,2005-04-14,2004.70,1,0
+1859,ELD79 to WGS 84 (1),transformation,4159,4326,REP-Lby MZQ,1,2785,Oil Exploration,20,9603,,,"Used by Repsol in Murzuq field, and PetroCanada and previous licence holders in NC177 and 72 (En Naga field). Reliability of connection to ELD79 questionned.",Oil industry sources.,EPSG,2006-09-21,2004.70 2006.57,1,0
1860,ELD79 to WGS 84 (2),transformation,4159,4326,TFE-Lby MZQ,2,2785,Oil Exploration. 3-dimensional SD at 11 points is 0.5m.,0.5,9603,,,Derived December 2001 by NAGECO. Connected to ITRF via Remsa 2000 data. Used by TotalFinaElf.,TotalFinaElf,EPSG,2002-07-16,,1,0
1861,ELD79 to WGS 84 (3),transformation,4159,4326,TFE-Lby MBK94,3,2786,Oil Exploration,2,9603,,,Derived by GEOID in 1994 from Transit satellite data. Used by TotalFinaElf.,TotalFinaElf,EPSG,2002-07-16,,1,0
-1862,ELD79 to WGS 84 (4),transformation,4159,4326,TFE-Lby MBK00,4,2786,Oil Exploration,0.5,9606,,,Derived by Geoid in 2000 from ITRF connection by NAGECO for TotalFinaElf. For historic compatibility TFE use the 1994 tfm ELD79 to WGS 84 (3) (code 1861).,TotalFinaElf,EPSG,2002-07-16,,1,0
+1862,ELD79 to WGS 84 (4),transformation,4159,4326,TFE-Lby MBK00,4,2786,Oil Exploration,0.5,9606,,,Derived by Geoid in 2000 from ITRF connection by NAGECO for TotalFinaElf. For historic compatibility TFE use the 1994 tfm ELD79 to WGS 84 (3) (code 1861) rather than this transformation.,TotalFinaElf,EPSG,2007-01-17,2007.006,1,0
1863,ELD79 to WGS 84 (5),transformation,4159,4326,GMRA-Lby,5,2786,Engineering survey and oil exploration,6,9607,,,Derived for the Great Man-made River Authority (GMRA).,Norsk Hydro,EPSG,2005-09-19,2005.51,1,0
1864,SAD69 to WGS 84 (1),transformation,4618,4326,DMA-mean,1,1341,"For military purposes only. Accuracy 15m, 6m and 9m in X, Y and Z axes.",19,9603,,,Derived at 84 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1865,SAD69 to WGS 84 (2),transformation,4618,4326,DMA-Arg,2,1033,For military purposes only. Accuracy 5m in each axis.,9,9603,,,Derived at 10 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
@@ -851,27 +850,27 @@
1878,SWEREF99 to ETRS89 (1),transformation,4619,4258,NLS-Swe,1,1225,Geodetic survey.,0,9603,,,Can be taken as an approximate transformation SWEREF99 to WGS 84 - see code 1879.,National Land Survey,EPSG,2002-09-19,,1,0
1879,SWEREF99 to WGS 84 (1),transformation,4619,4326,EPSG-Swe,1,1225,Geographic Information Systems.,1,9603,,,Parameter values taken from SWEREF to ETRS89 (1) (code 1878) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-09-19,,1,0
1880,Point 58 to WGS 84 (1),transformation,4620,4326,NIMA-Bfa Ner,1,2791,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at one point in each of Burkina Faso and Niger.,NIMA TR8350.2,EPSG,2002-09-19,,1,0
-1881,Carthage (Paris) to Carthage,transformation,4816,4223,IGN-Fra,1,1236,Change of prime meridian.,0,9601,,,,IGN Paris.,EPSG,2002-09-19,,1,0
-1882,Nord Sahara 1959 (Paris) to Nord Sahara 1959,transformation,4819,4307,IGN-Fra,1,1026,Change of prime meridian.,0,9601,,,,IGN Paris.,EPSG,2002-09-19,,1,0
-1883,Segara (Jakarta) to Segara,transformation,4820,4613,EPSG-Idn Kal E,1,1360,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2002-09-19,,1,0
-1884,S-JTSK (Ferro) to S-JTSK,transformation,4818,4156,EPSG-Cze,1,1306,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2002-09-19,,1,0
+1881,Carthage (Paris) to Carthage (1),transformation,4816,4223,IGN-Fra,1,1236,Change of prime meridian.,0,9601,,,,IGN Paris.,EPSG,2006-10-13,2006.89,1,0
+1882,Nord Sahara 1959 (Paris) to Nord Sahara 1959 (1),transformation,4819,4307,IGN-Fra,1,1026,Change of prime meridian.,0,9601,,,,IGN Paris.,EPSG,2006-10-13,2006.89,1,1
+1883,Segara (Jakarta) to Segara (1),transformation,4820,4613,EPSG-Idn Kal E,1,1360,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2006.89,1,0
+1884,S-JTSK (Ferro) to S-JTSK (1),transformation,4818,4156,EPSG-Cze,1,1306,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2006.89,1,0
1885,Azores Oriental 1940 to WGS 84 (1),transformation,4184,4326,DMA-Prt Az E,1,1345,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2005-09-29,2005.20 2005.46,1,0
1886,Azores Central 1948 to WGS 84 (1),transformation,4183,4326,DMA-Prt Az C,1,1301,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 5 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2005-09-29,2003.231 2005.20 2005.21 2005.46,1,0
-1887,Azores Occidental 1939 to WGS 84 (1),transformation,4182,4326,DMA-Prt Az W,1,1344,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2005-09-29,2005.20 2005.21 2005.46,1,0
-1888,Porto Santo to WGS 84 (1),transformation,4615,4326,DMA-Prt Mad,1,1314,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2005-09-29,2003.231 2005.20 2005.46,1,0
+1887,Azores Occidental 1939 to WGS 84 (1),transformation,4182,4326,DMA-Prt Az W,1,1344,For military purposes only. Accuracy 20m in each axis.,35,9603,,,Derived at 3 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2007-01-04,2005.20 2005.21 2005.46 2006.89,1,0
+1888,Porto Santo to WGS 84 (1),transformation,4615,4326,DMA-Prt Mad,1,1314,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2007-01-04,2003.231 2005.20 2005.46 2006.89,1,0
1889,Selvagen Grande to WGS 84 (1),transformation,4616,4326,DMA-Prt Sel,1,2779,For military purposes only. Accuracy 25m in each axis.,,9603,,,Derived at 1 station.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://164.214.2.59/GandG/tr8350_2.html",EPSG,2002-09-19,,1,1
1890,Australian Antarctic to WGS 84 (1),transformation,4176,4326,EPSG-Ata Aus,1,1031,Approximation at the +/- 1m level assuming that Australian Antarctic is equivalent to WGS 84.,1,9603,,,For many purposes Australian Antarctic can be considered to be coincident with WGS 84.,EPSG,EPSG,2002-09-19,,1,0
1891,Greek to GGRS87 (1),transformation,4120,4121,HGS-Grc,1,1106,Better than 5m throughout Greece.,5,9619,,,More accurate polynomial transformations between Greek / Hatt projection zones and GGRS87 / Greek Grid are available from the Military Geographic Service.,Hellenic Petroleum,EPSG,2002-09-19,,1,0
1892,Hito XVIII 1963 to WGS 84 (2),transformation,4254,4326,NIMA-Chl,2,2805,Accuracy 25m in each axis.,44,9603,,,Derived at 2 stations. As the source CRS was used for the border survey this transformation is probably also applicable to adjacent areas of Argentina.,,EPSG,2005-05-27,2005.21,1,0
1893,Puerto Rico to WGS 84 (3),transformation,4139,4326,NIMA-Pri,3,1335,For military purposes only. Accuracy 3m in each axis.,6,9603,,,Derived at 11 stations.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
1894,Gandajika 1970 to WGS 84 (1),transformation,4233,4326,NIMA-Mdv,3,1152,For military purposes only. Accuracy 25m in each axis.,25,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 December 1987.,EPSG,2002-09-19,,1,1
-1895,RT90 to SWEREF99 (1),transformation,4124,4619,NLS-Swe 2001,1,1225,Accuracy 0.1m.,0.1,9607,,,Derived at 165 points in 2001. Also given by EuroGeographics as RT90 to ETRS89 using the Position Vector transformation method. Supersedes RT90 to ETRS89 (1) (code 1437). May be taken as approximate transformation RT90 to WGS 84 - see code 1896.,National Land Survey of Sweden (http://www.lantmateriet.se/) via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2005-09-29,2005.18 2005.46,1,0
-1896,RT90 to WGS 84 (2),transformation,4124,4326,EPSG-Swe 2001,2,1225,Approximation at the +/- 1m level.,1,9607,,,Parameter values from RT90 to SWEREF99 (1) (code 1895) assuming that SWEREF99 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes RT90 to WGS 84 (1) (code 1680).,EPSG,EPSG,2002-09-19,,1,0
+1895,RT90 to SWEREF99 (1),transformation,4124,4619,NLS-Swe 2001,1,1225,Accuracy 0.1m.,0.1,9607,,,Derived at 165 points in 2001. Also given by EuroGeographics as RT90 to ETRS89 using the Position Vector transformation method. Replaces RT90 to ETRS89 (1) (code 1437). May be taken as approximate transformation RT90 to WGS 84 - see code 1896.,National Land Survey of Sweden (http://www.lantmateriet.se/) via EuroGeographics; http://crs.bkg.bund.de/crs-eu/,EPSG,2007-03-22,2005.18 2005.46 2007.043,1,0
+1896,RT90 to WGS 84 (2),transformation,4124,4326,EPSG-Swe 2001,2,1225,Approximation at the +/- 1m level.,1,9607,,,Parameter values from RT90 to SWEREF99 (1) (code 1895) assuming that SWEREF99 is equivalent to WGS 84 within the accuracy of the transformation. Replaces RT90 to WGS 84 (1) (code 1680).,EPSG,EPSG,2007-03-22,2007.043,1,0
1897,Segara to WGS 84 (1),transformation,4613,4326,NIMA-Idn Kal,1,2354,For military purposes.,999,9603,,,Accuracy estimate not available.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.20 2005.21 2005.46,1,0
1898,Segara to WGS 84 (2),transformation,4613,4326,Shl-Idn Kal E,2,1360,Oil exploration.,5,9603,,,,Shell,EPSG,2002-11-18,,1,0
1899,Segara to WGS 84 (3),transformation,4613,4326,Shl-Idn Kal NE,3,2770,Oil exploration.,10,9603,,,,Shell,EPSG,2002-11-18,,1,0
-1900,NAD83(HARN) to WGS 84 (2),transformation,4152,4326,NGS-Usa ITRF94,2,1323,Historical record only - superseded - see remarks.,0.1,9607,,,Strictly between NAD83(HARN) and ITRF94(1996.0). Superseded by NAD83(HARN) to WGS 84 (3) (code 1901).,US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2005-05-30,2005.13,1,0
-1901,NAD83(HARN) to WGS 84 (3),transformation,4152,4326,NGS-Usa ITRF96,3,1323,"Geodesy. Accuracy with respect to CORS at stations adjusted to HARN network is better than 0.05-0.07m. For locations outside a HARN network (i.e. NAD83), accuracy may be only 1m but will usually be better than 0.5m.",0.1,9607,,,Jointly derived by US NGS and Geodetic Survey of Canada as transformation to target CRS of ITRF96(1997.0) - see also tfm code 1946. In USA only supersedes NAD83 to WGS 84 (2) (code 1900).,http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2005-05-30,2005.13,1,0
+1900,NAD83(HARN) to WGS 84 (2),transformation,4152,4326,NGS-Usa ITRF94,2,1323,Historical record only - superseded - see remarks.,0.1,9607,,,Strictly between NAD83(HARN) and ITRF94(1996.0). Replaced by NAD83(HARN) to WGS 84 (3) (code 1901).,US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2007-03-22,2005.13 2007.043,1,0
+1901,NAD83(HARN) to WGS 84 (3),transformation,4152,4326,NGS-Usa ITRF96,3,1323,"Geodesy. Accuracy with respect to CORS at stations adjusted to HARN network is better than 0.05-0.07m. For locations outside a HARN network (i.e. NAD83), accuracy may be only 1m but will usually be better than 0.5m.",0.1,9607,,,Jointly derived by US NGS and Geodetic Survey of Canada as transformation to target CRS of ITRF96(1997.0) - see also tfm code 1946. In USA only replaces NAD83 to WGS 84 (2) (code 1900).,http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2007-03-22,2005.13 2007.043,1,0
1902,Manoca 1962 to WGS 72BE (1),transformation,4193,4324,GOC-Cmr,1,2555,Oil exploration,5,9603,,,Derived at 6 stations using Transit in 1977.,Gulf Oil Company of Cameroon and Elf Cameroun (SEREPCA).,EPSG,2006-02-02,2005.821,1,0
1903,Fort Marigot to WGS 84 (1),transformation,4621,4326,IGN-Glp,1,2828,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
1904,Guadeloupe 1948 to WGS 84 (1),transformation,4622,4326,IGN-Glp 10m,1,2829,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2004-10-14,2004.561,1,0
@@ -885,38 +884,38 @@
1912,RGR92 to WGS 84 (1),transformation,4627,4326,IGN-Reu,1,1196,Accuracy +/- 1 metre.,1,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
1913,Tahaa 54 to WGS 84 (1),transformation,4629,4326,IGN-Pyf Tahaa,1,2812,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
1914,IGN72 Nuku Hiva to WGS 84 (1),transformation,4630,4326,IGN-Pyf,1,3129,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2005-08-12,2005.38,1,0
-1915,K0 1949 to WGS 84 (1),transformation,4631,4326,IGN-Atf Kerg,1,2816,Accuracy +/- 10 metres.,10,9603,,,Also published in US NIMA/NGA TR8350.2 which gives accuracy of +/-25m in each axis and states that derived at one station.,IGN Paris.,EPSG,2002-11-29,,1,0
+1915,K0 1949 to WGS 84 (1),transformation,4631,4326,IGN-Atf Kerg,1,2816,Accuracy +/- 10 metres.,10,9603,,,Also published in US NIMA/NGA TR8350.2 which gives accuracy of +/-25m in each axis and states that derived at one station.,IGN Paris.,EPSG,2002-11-29,,1,1
1916,Combani 1950 to WGS 84 (1),transformation,4632,4326,IGN-Myt,1,1159,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
-1917,IGN56 Lifou to WGS 84 (1),transformation,4633,4326,IGN-Ncl,1,2814,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
+1917,IGN56 Lifou to WGS 84 (1),transformation,4633,4326,IGN-Ncl,1,2814,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,1
1918,IGN72 Grand Terre to WGS 84 (1),transformation,4634,4326,IGN-Ncl,1,1174,Accuracy +/- 10 metres.,,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,1
-1919,ST87 Ouvea to WGS 84 (1),transformation,4635,4326,BGN-Ncl,1,2813,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2003-08-14,2003.241,1,0
-1920,RGNC 1991 to WGS 84 (1),transformation,4645,4326,IGN-Ncl,1,1174,Accuracy +/- 1 metre.,1,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
+1919,ST87 Ouvea to WGS 84 (1),transformation,4635,4326,BGN-Ncl,1,2813,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2003-08-14,2003.241,1,1
+1920,RGNC 1991 to WGS 84 (1),transformation,4645,4326,IGN-Ncl,1,1174,Accuracy +/- 1 metre.,1,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,1
1921,Petrels 1972 to WGS 84 (1),transformation,4636,4326,IGN-Ata Adel,1,2818,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
1922,Perroud 1950 to WGS 84 (1),transformation,4637,4326,IGN-Ata Adel,1,2818,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
1923,Saint Pierre et Miquelon 1950 to WGS 84 (1),transformation,4638,4326,IGN-Spm,1,1220,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2006-02-03,2006.06,1,0
1924,Tahiti 52 to WGS 84 (1),transformation,4628,4326,IGN-Pyf,1,2811,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,0
1925,MOP78 to WGS 84 (1),transformation,4639,4326,IGN-Wlf Wallis,1,2815,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2002-11-29,,1,1
1926,Reunion 1947 to RGR92 (1),transformation,4626,4627,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,0.1,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. Errors of up to 0.5m may occur. For the reverse transformation use RGR92 to Reunion 1947 [alias Piton des Neiges] (1) (code 1964).,IGN Paris.,EPSG,2004-10-14,2003.25 2004.50 2004.561,1,0
-1927,IGN56 Lifou to WGS 84 (2),transformation,4633,4326,BGN-Ncl,2,2814,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,0
-1928,IGN53 Mare to WGS 84 (1),transformation,4641,4326,BGN-Ncl,1,2819,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,0
+1927,IGN56 Lifou to WGS 84 (2),transformation,4633,4326,BGN-Ncl,2,2814,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,1
+1928,IGN53 Mare to WGS 84 (1),transformation,4641,4326,BGN-Ncl,1,2819,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,1
1929,IGN72 Grand Terre to WGS 84 (2),transformation,4634,4326,BGN-Ncl,2,2822,Accuracy better than +/- 1 metre.,,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,1
-1930,ST84 Ile des Pins to WGS 84 (1),transformation,4642,4326,BGN-Ncl,1,2820,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,0
+1930,ST84 Ile des Pins to WGS 84 (1),transformation,4642,4326,BGN-Ncl,1,2820,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,1
1931,ST71 Belep to WGS 84 (1),transformation,4643,4326,BGN-Ncl,1,2821,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,0
-1932,NEA74 Noumea to WGS 84 (1),transformation,4644,4326,BGN-Ncl,1,2823,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,0
+1932,NEA74 Noumea to WGS 84 (1),transformation,4644,4326,BGN-Ncl,1,2823,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2002-11-29,,1,1
1933,RGR92 to Piton des Nieges (1),transformation,4627,4626,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. For the reverse transformation see Piton des Nieges to RGR92 (1) (code 1926).,IGN Paris.,EPSG,2002-11-29,,1,1
1934,RRAF 1991 to WGS 84 (1),transformation,4640,4326,IGN-FrAnt,1,2824,Accuracy +/- 1 metre.,1,9603,,,RRAF 1991 was defined to be WGS84 at a single point in Martinique during the 1988 Tango mission.,EPSG,EPSG,2002-11-29,,1,0
-1935,ITRF97 to ITRF2000,transformation,4338,4385,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS). ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21,,1,0
-1936,ITRF96 to ITRF2000,transformation,4337,4385,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21,,1,0
-1937,ITRF94 to ITRF2000,transformation,4336,4385,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21,,1,0
-1938,ITRF93 to ITRF2000,transformation,4335,4385,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0029 m/yr, dy=0.0002 m/yr, dZ=0.0006 m/yr, rX=0.00011""/yr, rY=0.00019""/yr, rZ=-0.00007""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21,,1,0
-1939,ITRF92 to ITRF2000,transformation,4334,4385,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21,,1,0
-1940,ITRF91 to ITRF2000,transformation,4333,4385,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21,,1,0
-1941,ITRF90 to ITRF2000,transformation,4332,4385,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21,,1,0
-1942,ITRF89 to ITRF2000,transformation,4331,4385,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21,,1,0
-1943,ITRF88 to ITRF2000,transformation,4330,4385,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2003-01-21,,1,0
+1935,ITRF97 to ITRF2000 (1),transformation,4918,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS). ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
+1936,ITRF96 to ITRF2000 (1),transformation,4917,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
+1937,ITRF94 to ITRF2000 (1),transformation,4916,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
+1938,ITRF93 to ITRF2000 (1),transformation,4915,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0029 m/yr, dy=0.0002 m/yr, dZ=0.0006 m/yr, rX=0.00011""/yr, rY=0.00019""/yr, rZ=-0.00007""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
+1939,ITRF92 to ITRF2000 (1),transformation,4914,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
+1940,ITRF91 to ITRF2000 (1),transformation,4913,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
+1941,ITRF90 to ITRF2000 (1),transformation,4912,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
+1942,ITRF89 to ITRF2000 (1),transformation,4911,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
+1943,ITRF88 to ITRF2000 (1),transformation,4910,4919,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0""/yr, rZ=-0.00002""/yr, dS=-0.00001 ppm/yr.",International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP,EPSG,2006-10-13,2006.31 2006.89,1,0
1944,Lisbon to WGS 84 (2),transformation,4207,4326,EPSG-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,,9606,,,Parameter values from Lisbon to ETRS89 (2) (code 1790). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2002-09-19,2002.72,1,1
1945,Datum 73 to WGS 84 (2),transformation,4274,4326,EPSG-Prt 2001,2,1294,For applications to an accuracy of 1 metre.,,9606,,,Parameter values from Datum 73 to ETRS89 (2) (code 1792). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.,EPSG,EPSG,2002-09-19,,1,1
-1946,NAD83(CSRS) to WGS 84 (2),transformation,4617,4326,NGS-Usa ITRF96,2,2784,Geodesy.,0.1,9607,,,Jointly derived by US NGS and Geodetic Survey of Canada - see also code 1901. Strictly between NAD83(CSRS) and ITRF96(1997.0).,http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2002-11-18,,1,0
+1946,NAD83(CSRS) to WGS 84 (2),transformation,4617,4326,NGS-Usa ITRF96,2,1061,Geodesy.,0.1,9607,,,Jointly derived by US NGS and Geodetic Survey of Canada - see also code 1901. Strictly between NAD83(CSRS) and ITRF96(1997.0).,http://www.ngs.noaa.gov/CORS/Derivation.html,EPSG,2007-05-29,,1,0
1947,ATS77 to NAD27 (1),transformation,4122,4267,SNB-Can NB,1,1447,?,1,9634,,,For reverse transformation see NAD27 to ATS77 (1) (code 1603),Survey of New Brunswick,EPSG,2003-02-25,,1,0
1948,ATS77 to NAD27 (2),transformation,4122,4267,SNB-Can NS,2,2313,?,1,9634,,,For reverse transformation see NAD27 to ATS77 (2) (code 1604),Survey of New Brunswick,EPSG,2003-02-25,,1,0
1949,ATS77 to NAD27 (3),transformation,4122,4267,SNB-Can PEI,3,1533,?,1,9634,,,For reverse transformation see NAD27 to ATS77 (3) (code 1605),Survey of New Brunswick,EPSG,2003-02-25,,1,0
@@ -932,10 +931,10 @@
1959,St. Vincent 1945 to WGS 84 (1),transformation,4607,4326,LSU-Vct,1,1202,1m accuracy.,1,9603,,,Derived at 4 points.,"Clifford J Mugnier, Louisiana State University.",EPSG,2006-02-03,2006.06,1,0
1960,ED87 to WGS 84 (2),transformation,4231,4326,IERS-Eur,2,1297,Scientific research.,1,9606,,,,"IERS Paris via Rijkswaterstaat report 9635 September 1996 ""Coordinaattransformaties en kartprojecties"" and Nederlandse Aardolie Maatschappij (NAM).",EPSG,2003-06-27,,1,0
1961,ED50 to WGS 84 (32),transformation,4230,4326,NAM-Nld-Nsea,32,1630,Used by NAM for offshore operations.,,9606,,,Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.,Nederlandse Aardolie Maatschappij (NAM).,EPSG,2003-06-27,,1,1
-1962,IGN72 Grande Terre to WGS 84 (1),transformation,4662,4326,IGN-Ncl,1,2822,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2003-08-14,,1,0
-1963,IGN72 Grande Terre to WGS 84 (2),transformation,4662,4326,BGN-Ncl,2,2822,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2003-08-14,,1,0
+1962,IGN72 Grande Terre to WGS 84 (1),transformation,4662,4326,IGN-Ncl,1,2822,Accuracy +/- 10 metres.,10,9603,,,,IGN Paris.,EPSG,2003-08-14,,1,1
+1963,IGN72 Grande Terre to WGS 84 (2),transformation,4662,4326,BGN-Ncl,2,2822,Accuracy better than +/- 1 metre.,1,9606,,,,"Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.",EPSG,2003-08-14,,1,1
1964,RGR92 to Reunion 1947 (1),transformation,4627,4626,IGN-Reu 0.1m,1,1196,Accuracy better than +/- 0.1 metre. Not reversible - see remarks.,0.1,9606,,,Note: Because of the large rotation about the Y-axis this transformation is not reversible. Errors of up to 0.5m may occur. For the reverse transformation use Piton des Neiges to RGR92 (1) (code 1926).,IGN Paris.,EPSG,2004-10-14,2004.50 2004.561,1,0
-1965,Selvagem Grande to WGS 84 (1),transformation,4616,4326,DMA-Prt Sel,1,2779,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2005-09-29,2005.20 2005.46,1,0
+1965,Selvagem Grande to WGS 84 (1),transformation,4616,4326,DMA-Prt Sel,1,2779,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,"U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/",EPSG,2007-01-04,2005.20 2005.46 2006.89,1,0
1966,Porto Santo 1995 to WGS 84 (2),transformation,4663,4326,CGC-Prt Mad 5m,2,2870,For low resolution applications.,5,9603,,,Derived at Forte de Sao Tiago.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
1967,Porto Santo 1995 to WGS 84 (3),transformation,4663,4326,CGC-Prt Mad 1m,3,2870,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
1968,Azores Oriental 1995 to WGS 84 (2),transformation,4664,4326,CGC-Prt Az Mig 5m,2,2871,For low resolution applications.,5,9603,,,Calculated in 2001.,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2004-09-14,2004.521,1,0
@@ -961,36 +960,36 @@
1988,Lisbon to WGS 84 (4),transformation,4207,4326,CGC-Prt 1m,4,1294,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
1989,ED50 to WGS 84 (34),transformation,4230,4326,CGC-Prt 1m,34,1294,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
1990,Lisbon 1890 to WGS 84 (2),transformation,4666,4326,CGC-Prt 1m,2,1294,For medium resolution applications.,1,9607,,,,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2003-08-14,,1,0
-1991,Lisbon 1890 (Lisbon) to Lisbon 1890,transformation,4904,4666,CGC-Prt,1,1294,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2003-08-14,,1,0
-1992,Datum 73 to ETRS89 (3),transformation,4274,4258,CGC-Prt 1m,3,1294,For medium resolution applications.,1,9607,,,Parameters calculated in 1998 using 9 common stations. Published in 2001. Supersedes Datum 73 to ETRS89 (1) (code 1657).,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2005-05-27,2003.233 2005.18,1,0
+1991,Lisbon 1890 (Lisbon) to Lisbon 1890 (1),transformation,4904,4666,CGC-Prt,1,1294,Change of prime meridian.,0,9601,,,,EPSG,EPSG,2006-10-13,2006.89,1,0
+1992,Datum 73 to ETRS89 (3),transformation,4274,4258,CGC-Prt 1m,3,1294,For medium resolution applications.,1,9607,,,Parameters calculated in 1998 using 9 common stations. Published in 2001. Replaces Datum 73 to ETRS89 (1) (code 1657).,"Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt",EPSG,2007-03-22,2003.233 2005.18 2007.043,1,0
1993,IKBD-92 to WGS 84 (1),transformation,4667,4326,UN-Irq Kwt,4,2876,Boundary demarcation.,0,9603,,,For all practical purposes this transformation is exact.,EPSG,EPSG,2003-09-01,,1,0
1994,Reykjavik 1900 to WGS 84 (1),transformation,4657,4326,LMI-Isl,1,1120,Low accuracy applications.,10,9603,,,,Landmaelingar Islands (National Land Survey of Iceland).,EPSG,2003-09-30,,1,0
1995,Dealul Piscului 1933 to WGS 84 (1),transformation,4316,4326,NAMR-Rom,1,1197,Oil exploration,10,9603,,,,Petromar and NAMR,EPSG,2003-11-28,,1,0
1996,Dealul Piscului 1970 to WGS 84 (1),transformation,4317,4326,Shell-Rom,1,1197,Oil exploration,10,9603,,,,Shell SIEP,EPSG,2003-11-28,,1,0
-1997,Lisbon to ETRS89 (2),transformation,4207,4258,ICC-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,2,9606,,,Derived in 2001. Supersedes Lisbon to ETRS89 (1) (code 1655). Also given to greater precision but no more accuracy on ICC web site using Coordinate Frame method.,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/ Also given to greater precision (but no more accuracy) using the coordinate frame method at the IGEO website www.igeo.pt,EPSG,2005-05-27,2002.72 2003.234 2005.18,1,0
+1997,Lisbon to ETRS89 (2),transformation,4207,4258,ICC-Prt 2001,2,1294,For applications to an accuracy of 2 metres.,2,9606,,,Derived in 2001. Replaces Lisbon to ETRS89 (1) (code 1655). Also given to greater precision but no more accuracy on ICC web site using Coordinate Frame method.,Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/ Also given to greater precision (but no more accuracy) using the coordinate frame method at the IGEO website www.igeo.pt,EPSG,2007-03-22,2002.72 2003.234 2005.18 2007.043,1,0
1998,ED50 to WGS 84 (36),transformation,4230,4326,EPSG-Ger Nsea,36,2879,Recommended transformation for Germany North Sea petroleum purposes.,1,9606,,,"Approximation to better than 0.5m of transformation adopted in June 2003 (see ED50 to WGS 84 (35), code 1052). Acceptable to Landesbergamt for Lower Saxony and Bundesanstalt für Seeschifffahrt und Hydrographie.",EPSG,EPSG,2004-10-22,2004.63,1,0
1999,ED50 to WGS 84 (32),transformation,4230,4326,NAM-Nld-Nsea,32,1630,Used by NAM for offshore operations.,3,9606,,,Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.,Nederlandse Aardolie Maatschappij (NAM).,EPSG,2004-01-07,,1,0
-5400,Baltic to Caspian,transformation,5705,5706,Caspian Sea,1,2314,Vertical datum change for hydrographic charting.,0,9616,,,Baltic datum is 28m above Caspian datum.,,EPSG,1999-09-07,97.61,1,0
+5400,Baltic to Caspian (1),transformation,5705,5706,Caspian Sea,1,2314,Vertical datum change for hydrographic charting.,0,9616,,,Baltic datum is 28m above Caspian datum.,,EPSG,2006-10-13,97.61 2006.89,1,0
5401,Belfast to Malin Head,transformation,5732,5731,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey.,,9616,,,Belfast datum is 37mm above Malin Head datum.,,EPSG,2001-11-06,,1,1
-5402,Baltic to AIOC95,transformation,5705,5734,AIOC95-Aze,1,2592,Vertical datum change for engineering surveying.,0,9616,,,Baltic datum is 26.3m above AIOC95 datum.,BP,EPSG,2002-02-12,,1,0
-5403,AIOC95 to Caspian,transformation,5734,5706,AIOC95-Aze,1,2592,Vertical datum change for hydrographic charting.,0,9616,,,AIOC95 datum is 1.7m above Caspian datum.,BP,EPSG,2002-02-12,,1,0
-5404,Baltic to Black Sea,transformation,5705,5735,Black Sea,1,1102,Vertical datum change.,0,9616,,,Baltic datum is 0.4m above Black Sea datum.,BP,EPSG,2002-02-12,,1,0
-5405,Hong Kong Principal height to Hong Kong Chart depth,transformation,5738,5739,SMO-HK,1,1118,Vertical datum change for hydrographic charting.,0,9616,,,HKPD is 0.146m above chart datum.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2002-06-22,,1,0
-5406,Belfast to Malin Head,transformation,5732,5731,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey.,0.01,9616,,,Belfast datum is 37mm below Malin Head datum.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2003-06-27,,1,0
-5407,Poolbeg to Malin Head,transformation,5754,5731,OSI-Ire,1,1305,Vertical datum change for topographic mapping and engineering survey. Accuracy 0.1m.,0.1,9616,,,Poolbeg datum is 2.7m below Malin Head datum. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2003-06-27,,1,0
-5408,Poolbeg to Belfast,transformation,5754,5732,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey. Accuracy 0.1m.,0.1,9616,,,Poolbeg datum is 2.7m below Belfast datum. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2003-06-27,,1,0
+5402,Baltic to AIOC95 (1),transformation,5705,5734,AIOC95-Aze,1,2592,Vertical datum change for engineering surveying.,0,9616,,,Baltic datum is 26.3m above AIOC95 datum.,BP,EPSG,2006-10-13,2006.89,1,0
+5403,AIOC95 to Caspian (1),transformation,5734,5706,AIOC95-Aze,1,2592,Vertical datum change for hydrographic charting.,0,9616,,,AIOC95 datum is 1.7m above Caspian datum.,BP,EPSG,2006-10-13,2006.89,1,0
+5404,Baltic to Black Sea (1),transformation,5705,5735,Black Sea,1,1102,Vertical datum change.,0,9616,,,Baltic datum is 0.4m above Black Sea datum.,BP,EPSG,2006-10-13,2006.89,1,0
+5405,Hong Kong Principal height to Hong Kong Chart depth (1),transformation,5738,5739,SMO-HK,1,1118,Vertical datum change for hydrographic charting.,0,9616,,,HKPD is 0.146m above chart datum.,"Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm",EPSG,2006-10-13,2006.89,1,0
+5406,Belfast to Malin Head (1),transformation,5732,5731,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey.,0.01,9616,,,Belfast datum is 37mm below Malin Head datum.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2006-10-13,2006.89,1,0
+5407,Poolbeg to Malin Head (1),transformation,5754,5731,OSI-Ire,1,1305,Vertical datum change for topographic mapping and engineering survey. Accuracy 0.1m.,0.1,9616,,,Poolbeg datum is 2.7m below Malin Head datum. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2006-10-13,2006.89,1,0
+5408,Poolbeg to Belfast (1),transformation,5754,5732,OSNI-Gbr NI,1,1305,Vertical datum change for large scale topographic mapping and engineering survey. Accuracy 0.1m.,0.1,9616,,,Poolbeg datum is 2.7m below Belfast datum. Transformations are subject to localised anomalies.,"""The Irish Grid - A Description of the Co-ordinate Reference System"" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.",EPSG,2006-10-13,2006.89,1,0
5409,NGVD29 to NAVD88 (1),transformation,5702,5703,NGS-US Conus W,1,2950,Accuracy 2cm,0.02,9658,,,"Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).","National Geodetic Survey, www.ngs.noaa.gov",EPSG,2004-04-27,,1,0
5410,NGVD29 to NAVD88 (2),transformation,5702,5703,NGS-US Conus C,2,2949,Accuracy 2cm,0.02,9658,,,"Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).","National Geodetic Survey, www.ngs.noaa.gov",EPSG,2004-04-27,,1,0
5411,NGVD29 to NAVD88 (3),transformation,5702,5703,NGS-US Conus E,3,2948,Accuracy 2cm,0.02,9658,,,"Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).","National Geodetic Survey, www.ngs.noaa.gov",EPSG,2004-04-27,,1,0
-5412,KOC CD to Kuwait PWD,transformation,5790,5788,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Construction datum is 0.49m below PWD datum.,KOC,EPSG,2004-06-16,,1,0
-5413,KOC CD to KOC WD,transformation,5790,5789,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Construction datum is 4.74m (15.55ft) below well datum.,KOC,EPSG,2004-06-16,,1,0
-5414,KOC WD to Kuwait PWD,transformation,5789,5788,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Well datum is 4.25m above PWD datum.,KOC,EPSG,2004-06-16,,1,0
+5412,KOC CD to Kuwait PWD (1),transformation,5790,5788,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Construction datum is 0.49m below PWD datum.,KOC,EPSG,2006-10-13,2006.89,1,0
+5413,KOC CD to KOC WD (1),transformation,5790,5789,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Construction datum is 4.74m (15.55ft) below well datum.,KOC,EPSG,2006-10-13,2006.89,1,0
+5414,KOC WD to Kuwait PWD (1),transformation,5789,5788,KOC-Kwt,1,1136,Vertical datum change.,0.1,9616,,,Well datum is 4.25m above PWD datum.,KOC,EPSG,2006-10-13,2006.89,1,0
5415,GHA to EVRF2000 (1),transformation,5778,5730,EuG-Aut,1,1037,Vertical datum change.,0.1,9657,,,"Determined at 114 points. RMS residual 0.031m, maximum residual 0.061m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-21,2005.18,1,0
5416,Baltic 1982 to EVRF2000 (1),transformation,5786,5730,EuG-Bgr,1,1056,Vertical datum change.,0.1,9657,,,"Determined at 36 points. RMS residual 0.002m, maximum residual 0.006m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-25,2005.18,1,0
5417,DNN to EVRF2000 (1),transformation,5733,5730,EuG-Den,1,1080,Vertical datum change.,0.1,9657,,,"Determined at 707 points. RMS residual 0.003m, maximum residual 0.009m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-06-16,,1,0
5418,Baltic to EVRF2000 (1),transformation,5705,5730,EuG-Est,1,1090,Vertical datum change.,0.1,9657,,,"Determined at 36 points. RMS residual 0.003m, maximum residual 0.005m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-06-16,,1,0
5419,NGF IGN69 to EVRF2000 (1),transformation,5720,5730,EuG-Fra,1,1326,Vertical datum change.,0.1,9616,,,"Determined at 8 points. RMS residual 0.005m, maximum residual 0.010m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
-5420,DHHN92 to EVRF2000 (1),transformation,5783,5730,EuG-Deu,1,1103,Vertical datum change.,0.1,9657,,,"Determined at 443 points. RMS residual 0.002m, maximum residual 0.007m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
+5420,DHHN92 to EVRF2000 (1),transformation,5783,5730,EuG-Deu,1,3339,Vertical datum change.,0.1,9657,,,"Determined at 443 points. RMS residual 0.002m, maximum residual 0.007m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
5421,DHHN85 to EVRF2000 (1),transformation,5784,5730,EuG-Deu W,1,2326,Vertical datum change.,0.1,9657,,,"Determined at 363 points. RMS residual 0.004m, maximum residual 0.026m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-06-16,,1,0
5422,SNN76 to EVRF2000 (1),transformation,5785,5730,EuG-Deu E,1,1343,Vertical datum change.,0.1,9657,,,"Determined at 73 points. RMS residual 0.004m, maximum residual 0.011m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,2005.18,1,0
5423,Newlyn to EVRF2000 (1),transformation,5778,5730,EuG-Gbr,1,2792,Vertical datum change.,0.1,9657,,,"Determined at 5 points. RMS residual 0.019m, maximum residual 0.022m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2004-06-16,,1,1
@@ -1007,8 +1006,8 @@
5434,Baltic to EVRF2000 (2),transformation,5705,5730,EuG-Ltu,2,1145,Vertical datum change.,0.1,9657,,,"Determined at 46 points. RMS residual 0.002m, maximum residual 0.003m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2005-05-27,,1,0
5435,Baltic to EVRF2000 (3),transformation,5705,5730,EuG-Svk,3,1211,Vertical datum change.,0.1,9657,,,"Determined at 3 points. RMS residual 0.002m, maximum residual 0.001m.","EuroGeographics, http://crs.bkg.bund.de/crs-eu/",EPSG,2006-02-03,2005.89,1,0
8046,ED50 to WGS 84 (14),concatenated operation,4230,4326,5Nat-NSea90,14,2330,Primarily oil industry usage.,,,,,"1990 agreement between Denmark, Germany, Great Britain, Netherlands and Norway. Supersedes 1981 6-nations agreement between ED50 and WGS72 or WGS72BE. Only actively used offshore Norway but see ED50 to WGS 84 (24) (code 1613) for simpler transformation.","Norwegian Mapping Authority publication 1990:1 ""The transformation between ED50 and WGS84 for exploration purposes in the North Sea"".",EPSG,1996-10-18,,1,1
-8047,ED50 to WGS 84 (15),concatenated operation,4230,4326,NMA-Nor N65 1991,15,2331,Oil exploration before 2001.,,,,,"Superseded by codes 8569 and 1612 in 1997 and 2001.
-The concatenation of transformations 1147 and 1146 gives the following position vector tfm: dX=-84.491 dY=-100.559 dZ=-114.209 metres rX= -2.4006 rY=-0.5367 rZ=-2.3742 microradians dS=+0.2947 ppm.","Statenskartverk note of January 1991 ""Om transformasjon mellom geodetiske datum i Norge"".",EPSG,1996-10-18,,1,0
+8047,ED50 to WGS 84 (15),concatenated operation,4230,4326,NMA-Nor N65 1991,15,2331,Oil exploration before 2001.,,,,,"Replaced by codes 8569 and 1612 in 1997 and 2001.
+The concatenation of transformations 1147 and 1146 gives the following position vector tfm: dX=-84.491 dY=-100.559 dZ=-114.209 metres rX= -2.4006 rY=-0.5367 rZ=-2.3742 microradians dS=+0.2947 ppm.","Statenskartverk note of January 1991 ""Om transformasjon mellom geodetiske datum i Norge"".",EPSG,2007-03-22,2007.043,1,0
8094,NTF (Paris) to WGS 84 (1),concatenated operation,4807,4326,EPSG-Fra,1,1096,?,,,,,,EPSG,EPSG,1996-10-18,,1,0
8174,Bogota 1975 (Bogota) to WGS 84 (1),concatenated operation,4802,4326,DMA-Col,1,1070,"For military purposes. Accuracy 6m, 5m and 6m in X, Y and Z axes.",,,,,,EPSG,EPSG,1997-04-11,,1,0
8175,Monte Mario (Rome) to WGS 84 (1),concatenated operation,4806,4326,EPSG-Ita,1,2339,For military purposes. Accuracy 25m in each axis.,,,,,,EPSG,EPSG,1997-04-11,,1,0
@@ -1084,7 +1083,7 @@
8487,NAD27 to NAD83(HARN) (27),concatenated operation,4267,4152,NGS-Usa OR WA,27,2381,"Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.",,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8621.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
8488,NAD27 to NAD83(HARN) (28),concatenated operation,4267,4152,NGS-Usa WI,28,1418,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8629.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
8489,NAD27 to NAD83(HARN) (29),concatenated operation,4267,4152,NGS-Usa WY,29,1419,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8630.,US Coast & Geodetic Survey www.ngs.noaa.gov NADCON readme file,EPSG,1999-10-20,,1,0
-8496,NAD27 to WGS 84 (28),concatenated operation,4267,4326,NGS-Usa conus,28,2374,Geodetic survey.,,,,,,Both transformations from US National Geodetic Survey.,EPSG,1999-10-20,,1,0
+8496,NAD27 to WGS 84 (28),concatenated operation,4267,4326,NGS-Usa conus,28,2374,Geodetic survey.,,,,,,Both transformations from US National Geodetic Survey.,EPSG,1999-10-20,,1,1
8497,NAD27 to WGS 84 (29),concatenated operation,4267,4326,NGS-Usa AK,29,2373,Geodetic survey.,,,,,,Both transformations from US National Geodetic Survey.,EPSG,1999-10-20,,1,1
8508,Old Hawaiian to NAD83(HARN) (1),concatenated operation,4135,4152,NGS-Usa HI,1,1334,Assumes NAD83 is coincident with NAD83(HARN). Accuracy about 1m.,,,,,"Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs Old Hawaiian (code 4135), NAD83 (code 4269) and NAD83(HARN) have longitudes positive east. May be taken as approximate transformation Old Hawaiin to WGS 84 - see code 8582.",US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06,,1,0
8509,NAD27 to NAD83(HARN) (30),concatenated operation,4267,4152,NGS-Usa IN,30,1383,Accuracy at 67% confidence level is 0.2m.,,,,,May be taken as approximate transformation NAD27 to WGS 84 - see code 8599.,US Coast & Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon,EPSG,2000-01-06,,1,0
@@ -1107,7 +1106,7 @@
8566,NAD83 to WGS 84 (6),concatenated operation,4269,4326,EPSG-Can Qc,6,1368,Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.,,,,,,EPSG,EPSG,2000-10-19,,1,1
8567,OSGB36 / National Grid to WGS 84 (1),concatenated operation,27700,4326,EPSG-Gbr,1,1264,Assumes ETRS89 is coincident with WGS 84. Accuracy about 0.5m.,,,,,Assumes ETRF89 is coincident with WGS 84. Accuracy about 0.5m.,EPSG,EPSG,2000-10-19,,1,1
8568,Deir ez Zor to WGS 84 (1),concatenated operation,4227,4326,EPSG-Syr,1,2329,Oil exploration,,,,,"Can be implemented as a position vector tfm with param. values dX=-174.6 dY=-3.1 dZ=238.1m; rX=rY=0 rZ=0.814""; dS=-0.38 ppm.",EPSG,EPSG,2000-10-19,,1,0
-8569,ED50 to WGS 84 (21),concatenated operation,4230,4326,EPSG-Nor N65 1997,21,2332,Oil exploration before 1997/2001.,,,,,Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Superseded by ED50 to WGS 84 (23) (code 1612) in April 2001.,EPSG guidance note #10.,EPSG,2000-10-19,2001.224,1,0
+8569,ED50 to WGS 84 (21),concatenated operation,4230,4326,EPSG-Nor N65 1997,21,2332,Oil exploration before 1997/2001.,,,,,Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Replaced by ED50 to WGS 84 (23) (code 1612) in April 2001.,EPSG guidance note #10.,EPSG,2007-03-22,2001.224 2007.043,1,0
8570,ED50 to ETRS89 (2),concatenated operation,4230,4258,5Nat-NSea98,2,2330,Offshore.,,,,,Taken from ED50 to WGS 84 (14) (code 8046). In 1998 agreed that within the accuracy of that transformation WGS 84 equates to ETRS89 and the transformation would relate ED50 to ETRS89.,Statens Kartverk.,EPSG,2001-06-05,2000.72 2001.06,1,1
8571,Accra to WGS 84 (2),concatenated operation,4168,4326,EPSG-Gha,2,1505,Oil industry.,,,,,"Can be implemented as a position vector tfm with param. values dX=-171.16 dY=17.29 dZ=325.21m; rX=rY=0 rZ=0.814""; dS=-0.38 ppm. Found in use within oil industry erroneously concatenated as dX=-171.16 dY=17.29 dZ=327.81m; rX=rY0 rZ=0.554"" dS=0.2263 ppm.",EPSG,EPSG,2000-10-19,,1,0
8572,Amersfoort to WGS 84 (2),concatenated operation,4289,4326,EPSG-Nld,2,1275,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Parameter values for step 1 from Amersfoort to ETRS89 (2) (code 1751). Step 2 assumes that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes Amersfoort to WGS 84 (1) (code 1112).,EPSG,EPSG,2000-10-19,,1,1
@@ -1119,7 +1118,7 @@
8578,AGD66 to WGS 84 (11),concatenated operation,4202,4326,EPSG-Aus,11,2287,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD66 to WGS 84 (3) (code 8396) and AGD66 to WGS 84 (6) (code 8408).,EPSG,EPSG,2000-10-19,,1,1
8579,AGD84 to WGS 84 (6),concatenated operation,4203,4326,EPSG-Aus WA,6,1280,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD84 to WGS 84 (5) (code 8560).,EPSG,EPSG,2000-10-19,,1,1
8580,IRENET95 to WGS 84 (1),concatenated operation,4173,4326,OSI-Ire,1,1305,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,,,,,Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.,EPSG,EPSG,2000-10-19,,1,1
-8581,PSD93 to WGS 84 (2),concatenated operation,4134,4326,PDO-Omn 93,2,1183,Oil exploration.,,,,,"Superseded by PSD93 to WGS 84 (1) (code 1439) in 1997. Can be implemented as a position vector tfm with parameter values dX= -182.046 dY= -225.604 dZ=+173.384m rX= -0.616 rY= -1.655 rZ=+8.378"" dS=16.8673ppm.",Petroleum Development Oman,EPSG,2001-06-05,,1,0
+8581,PSD93 to WGS 84 (2),concatenated operation,4134,4326,PDO-Omn 93,2,1183,Oil exploration.,,,,,"Replaced by PSD93 to WGS 84 (1) (code 1439) in 1997. Can be implemented as a position vector tfm with parameter values dX= -182.046 dY= -225.604 dZ=+173.384m rX= -0.616 rY= -1.655 rZ=+8.378"" dS=16.8673ppm.",Petroleum Development Oman,EPSG,2007-03-22,2007.043,1,0
8582,Old Hawaiian to WGS 84 (2),concatenated operation,4135,4326,EPSG-Usa Hi,2,1334,Approximation at the +/- 1m level.,,,,,Transformation steps are from Old Hawaiian to NAD83(HARN) (1) (code 8508) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2001-08-15,,1,0
8583,Puerto Rico to WGS 84 (2),concatenated operation,4139,4326,EPSG-PRVI,2,1335,Approximation at the +/- 1m level.,,,,,Transformation steps are from Puerto Rico to NAD83(HARN) (1) (code 8481) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,EPSG,EPSG,2002-01-18,2002.02,1,0
8584,NAD27 to NAD83(CSRS98) (3),concatenated operation,4267,4140,EPSG-Can AB,3,2376,Accuracy 1-2 metres.,,,,,Can be taken as an approximate transformation NAD27 to WGS 84 - see code 8585.,EPSG,EPSG,2001-08-15,,1,1
@@ -1178,25 +1177,26 @@
8637,Lisbon (Lisbon) to WGS 84 (1),concatenated operation,4803,4326,EPSG-Prt,1,1294,For applications to an accuracy of 2 metres.,,,,,,EPSG,EPSG,2003-08-14,2003.234,1,0
8638,Makassar (Jakarta) to WGS 84 (1),concatenated operation,4804,4326,EPSG - Idn Sul SW,1,1316,Oil exploration.,,,,,,,EPSG,2002-09-19,,1,0
8639,NGO 1948 (Oslo) to WGS 84 (1),concatenated operation,4817,4326,EPSG-Nor,1,1182,For military purposes.,,,,,,,EPSG,2002-09-19,,1,0
-8640,Nord Sahara 1959 (Paris) to WGS 84 (1),concatenated operation,4819,4326,EPSG-Dza,1,1026,For military purposes.,,,,,,,EPSG,2002-09-19,,1,0
+8640,Nord Sahara 1959 (Paris) to WGS 84 (1),concatenated operation,4819,4326,EPSG-Dza,1,1026,For military purposes.,,,,,,,EPSG,2002-09-19,,1,1
8641,Segara (Jakarta) to WGS 84 (1),concatenated operation,4820,4326,EPSG-Idn Kal SW,1,1359,Accuracy estimate not available.,,,,,,,EPSG,2002-09-19,,1,0
8642,S-JTSK (Ferro) to WGS 84 (1),concatenated operation,4818,4326,EPSG-Cze,1,1306,?,,,,,,,EPSG,2002-09-19,,1,0
8643,Greek to WGS 84 (1),concatenated operation,4120,4326,EPSG-Grc,1,1106,5m accuracy,,,,,,EPSG,EPSG,2002-09-19,,1,0
8644,Greek (Athens) to WGS 84 (1),concatenated operation,4815,4326,EPSG-Grc,1,1106,5m accuracy.,,,,,,EPSG,EPSG,2002-09-19,,1,0
8645,MGI (Ferro) to WGS 84 (2),concatenated operation,4805,4326,BEV-Aut,2,1037,2m accuracy,,,,,,Bundesamt fur Eich- und Vermessungswesen; Wien,EPSG,2002-09-19,,1,0
-8646,Manoca 1962 to WGS 84 (1),concatenated operation,4193,4326,,1,2555,Oil exploration,,,,,"Derived via WGS72BE. Can be used as a single positon vector transformation with parameter vaues of dX = -56.7 m, dY = -171.8 m, dZ = -40.6 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm",,EPSG,2002-11-18,,1,1
+8646,Manoca 1962 to WGS 84 (1),concatenated operation,4193,4326,OGP-Cmr,1,2555,Oil exploration,,,,,"Derived via WGS72BE. Can be used as a single positon vector transformation with parameter vaues of dX = -56.7 m, dY = -171.8 m, dZ = -40.6 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm",,EPSG,2002-11-18,,1,1
8647,NAD27 to WGS 84 (78),concatenated operation,4267,4326,EPSG-Can E Off,78,2831,Oil industry operations.,,,,,,Various oil industry sources.,EPSG,2003-02-25,,1,0
8648,Lisbon 1890 (Lisbon) to WGS 84 (1),concatenated operation,4904,4326,EPSG-Prt 5m,1,1294,Low accuracy applications.,,,,,,EPSG,EPSG,2003-08-14,,1,0
8649,Lisbon 1890 (Lisbon) to WGS 84 (2),concatenated operation,4904,4326,EPSG-Prt 1m,2,1294,Medium accuracy applications.,,,,,,EPSG,EPSG,2003-08-14,,1,0
8650,Palestine 1923 to WGS 84 (2),concatenated operation,4281,4326,SoI-Isr,2,1126,Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31 deg 15 min N).,,,,,"Can be implemented as a geocentric translation tfm with param. values dX = -229m, dY = -67m, dZ= +277m.",Survey of Israel.,EPSG,2004-04-14,,1,0
8651,Vientiane 1982 to WGS 84 (1),concatenated operation,4676,4326,EPSG-Lao,1,1138,Accuracy: 5m.,,,,,"Can be implemented as a geocentric translation tfm with param. values dX = 42.358m, dY = -124.688m, dZ= -37.366m.",EPSG,EPSG,2004-04-27,,1,0
8652,Lao 1993 to WGS 84 (1),concatenated operation,4677,4326,EPSG-Lao,1,1138,Accuracy: 5m.,,,,,"Can be implemented as a geocentric translation tfm with param. values dX = 43.933m, dY = -129.593m, dZ= -39.331m.",EPSG,EPSG,2004-04-27,,1,0
-8653,ED50 to WGS 84 (14),concatenated operation,4230,4326,5Nat-NSea90,14,2330,Primarily oil industry usage.,,,,,"1990 agreement between Denmark, Germany, Great Britain, Netherlands and Norway. Supersedes 1981 6-nations agreement between ED50 and WGS72 or WGS72BE. Only actively used offshore Norway but see ED50 to WGS 84 (24) (code 1613) for simpler transformation.","Norwegian Mapping Authority publication 1990:1 ""The transformation between ED50 and WGS84 for exploration purposes in the North Sea"".",EPSG,2005-05-30,,1,0
+8653,ED50 to WGS 84 (14),concatenated operation,4230,4326,5Nat-NSea90,14,2330,Primarily oil industry usage.,,,,,"1990 agreement between Denmark, Germany, Great Britain, Netherlands and Norway. Replaces 1981 6-nations agreement between ED50 and WGS72 or WGS72BE. Only actively used offshore Norway but see ED50 to WGS 84 (24) (code 1613) for simpler transformation.","Norwegian Mapping Authority publication 1990:1 ""The transformation between ED50 and WGS84 for exploration purposes in the North Sea"".",EPSG,2007-03-22,2007.043,1,0
8654,ED50 to ETRS89 (2),concatenated operation,4230,4258,5Nat-NSea98,2,2330,Offshore.,,,,,Taken from ED50 to WGS 84 (14) (code 8046). In 1998 agreed that within the accuracy of that transformation WGS 84 equates to ETRS89 and the transformation would relate ED50 to ETRS89.,Statens Kartverk.,EPSG,2005-05-30,,1,0
8655,Manoca 1962 to WGS 84 (2),concatenated operation,4193,4326,OGP-Cmr,2,2555,Oil exploration,,,,,"Derived via WGS 72BE. Can be implemented as a single positon vector transformation with parameter vaues of dX = -56.7 m, dY = -171.8 m, dZ = -38.7 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm.",OGP,OGP,2005-12-15,,1,0
8656,Mhast (offshore) to WGS 84 (1),concatenated operation,4705,4326,OGP-Ago Cab,1,3180,Oil industry exploration and production between 1979 and 1987.,,,,,"Derived via WGS 72BE. Can be implemented as a single positon vector transformation with parameter vaues of dX = -255.0 m, dY = -29.0 m, dZ = -103.1 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm.",OGP,OGP,2006-01-06,,1,0
-8657,Egypt Gulf of Suez S-650 TL to WGS 84 (1),concatenated operation,4706,4326,OGP-Egy GoS,1,2341,Oil industry exploration and production between 1980 and 1984.,,,,,"Derived via WGS 72BE. Can be implemented as a single positon vector transformation with parameter vaues of dX = -123.0 m, dY = 98.0 m, dZ = 3.9 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm. Superseded by Egypt 1907 to WGS 84 (3) (tfm code 1546)",OGP,OGP,2006-01-11,,1,0
-8658,Pulkovo 1942 to WGS 84 (16),concatenated operation,4284,4326,OGP-Rus,1,1198,Accuracy ???,,,,,"Derived via PZ-90. Can be implemented as a single coordinate frame rotation transformation with parameter vaues of dX = 25.0 m, dY = -141.0 m, dZ = -78.5 m, rX = 0.0 sec, rY = -0.35 sec, rZ = -0.736 sec, dS = 0 ppm.",OGP,OGP,2006-02-03,,1,0
+8657,Egypt Gulf of Suez S-650 TL to WGS 84 (1),concatenated operation,4706,4326,OGP-Egy GoS,1,2341,Oil industry exploration and production between 1980 and 1984.,,,,,"Can be implemented as a single positon vector transformation with parameter vaues of dX = -123.0 m, dY = 98.0 m, dZ = 3.9 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm. Replaced by Egypt Gulf of Suez S-650 TL to WGS 84 (2) (tfm code 15846).",OGP,OGP,2007-03-22,2007.043,1,0
+8658,Pulkovo 1942 to WGS 84 (16),concatenated operation,4284,4326,OGP-Rus,1,1198,Accuracy ???,,,,,"Derived via PZ-90. Can be implemented as a single coordinate frame rotation transformation with parameter vaues of dX = 25.0 m, dY = -141.0 m, dZ = -78.5 m, rX = 0.0 sec, rY = -0.35 sec, rZ = -0.736 sec, dS = 0 ppm.",OGP,OGP,2006-02-03,,1,1
+8659,Kertau (RSO) to WGS 84 (1),concatenated operation,4751,4326,OGP-Mys,1,1309,For transformation of MRT68 RSO coordinates.,,,,,Step 1 is necessary to rescale the grid units before using step 2.,OGP,OGP,2006-07-24,,1,0
10000,RGF93 to NGF IGN69 (1),transformation,4965,5720,IGN Fra,1,1326,Derivation of gravity-related heights from GPS observations.,0.5,9664,,,May be used for transformations from WGS 84 to NGF IGN69. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
10001,ETRS89 to NGF IGN69 (1),transformation,4937,5720,IGN Fra,1,1326,Derivation of gravity-related heights from GPS observations.,0.5,9664,,,Parameter values taken from RGF93 to NGF IGN69 (1) (code 10000) assuming that RGF93 is equivalent to ETRS89 within the accuracy of the transformation. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
10002,RGF93 to IGN78 Corsica (1),transformation,4965,5721,IGN Fra Cor,1,1327,Derivation of gravity-related heights from GPS observations.,0.5,9664,,,May be used for transformations from WGS 84 to IGN78 Corsica. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.,Institut Geographique National (IGN); http://www.ign.fr,EPSG,2004-04-27,,1,0
@@ -1281,24 +1281,24 @@
10081,GDA94 to AHD (47),transformation,4939,5711,GA-Aus SJ55,47,2945,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
10082,GDA94 to AHD (48),transformation,4939,5711,GA-Aus SJ56,48,2946,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
10083,GDA94 to AHD (Tasmania) (1),transformation,4939,5712,GA-Aus SK55,1,2947,Derivation of gravity-related heights from GPS observations.,0.4,9662,,,May be used for transformations from WGS 84 to AHD (Tasmania). Uses AusGeoid98 model.,"Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp",EPSG,2006-02-03,2006.131,1,0
-10084,WGS 84 to EGM96 geoid (1),transformation,4979,5773,NGA-World,1,1262,Derivation of gravity-related heights from GPS observations.,1,9661,,,,,EPSG,2006-02-13,2005.56 2006.131,1,0
+10084,WGS 84 to EGM96 geoid (1),transformation,4979,5773,NGA-World,1,1262,Derivation of gravity-related heights from GPS observations.,1,9661,,,Replaces WGS 84 to EGM84 geoid (1) (tfm code 15781).,,EPSG,2006-02-13,2005.56 2006.131,1,0
10085,Trinidad 1903 to WGS 84 (2),transformation,4302,4326,EOG-Tto Trin,2,1339,Oil exploration.,3,9603,,,"Parameter values provided to EOG by Trinidad Ministry of Energy and Energy Industries. Used by EOG offshore Trinidad (including Pelican, Kiskadee and Ibis fields) since 1996.",EOG Resources.,EPSG,2004-06-27,,1,0
-10086,JAD69 to WGS 72 (1),transformation,4242,4322,SD-Jam,1,1128,For military mapping.,15,9603,,,Derived in 1977 through Transit observations at 2 stations by US DMA.,Survey Department,EPSG,2004-09-10,,1,0
-10087,Jamaica 1875 / Jamaica (Old Grid) to JAD69 / Jamaica National Grid (1),transformation,24100,24200,SD-Jam,1,1128,Topographic mapping.,1.5,9624,,,Derived by least squares fit at primary triangulation stations. Accuracy will be less outside of this network due to extrapolation.,Survey Department,EPSG,2004-09-10,,1,0
-10088,JAD69 / Jamaica National Grid to Jamaica 1875 / Jamaica (Old Grid) (1),transformation,24200,24100,SD-Jam,1,1128,Topographic mapping.,1.5,9624,,,Derived by least squares fit at primary triangulation stations. Accuracy will be less outside of this network due to extrapolation.,Survey Department,EPSG,2004-09-12,,1,0
+10086,JAD69 to WGS 72 (1),transformation,4242,4322,SD-Jam,1,3342,For military mapping.,15,9603,,,Derived in 1977 through Transit observations at 2 stations by US DMA.,Survey Department,EPSG,2007-01-19,2007.001,1,0
+10087,Jamaica 1875 / Jamaica (Old Grid) to JAD69 / Jamaica National Grid (1),transformation,24100,24200,SD-Jam,1,3342,Topographic mapping.,1.5,9624,,,Derived by least squares fit at primary triangulation stations. Accuracy will be less outside of this network due to extrapolation.,Survey Department,EPSG,2007-01-19,2006.89 2007.001,1,0
+10088,JAD69 / Jamaica National Grid to Jamaica 1875 / Jamaica (Old Grid) (1),transformation,24200,24100,SD-Jam,1,3342,Topographic mapping.,1.5,9624,,,Derived by least squares fit at primary triangulation stations. Accuracy will be less outside of this network due to extrapolation.,Survey Department,EPSG,2007-01-19,2006.89 2007.001,1,0
10089,Aratu to WGS 84 (5),transformation,4208,4326,EXM-Bra Santos,5,2962,Oil exploration.,7,9603,,,Used by ExxonMobil for block BMS1.,ExxonMobil,EPSG,2004-10-14,,1,0
10090,Aratu to WGS 84 (6),transformation,4208,4326,EXM-Bra Campos,6,2963,Oil exploration.,7,9603,,,"Used by ExxonMobil for block BC10. Derived from earlier Shell position vector tfm where dX = -181m, dY = +294m, dZ = -144.5m, rX = rY = 0, rZ = +0.554s, dS = +0.219 ppm.",ExxonMobil,EPSG,2006-02-03,2006.11,1,0
10091,Aratu to WGS 84 (7),transformation,4208,4326,EXM-Bra EspS,7,2964,Oil exploration.,7,9603,,,Used by ExxonMobil for block BMES1.,ExxonMobil,EPSG,2004-10-14,,1,0
10092,Aratu to WGS 84 (8),transformation,4208,4326,EXM-Bra Pel,8,2965,Oil exploration.,7,9603,,,Used by ExxonMobil for block BP1.,ExxonMobil,EPSG,2004-10-14,,1,0
10093,Aratu to WGS 84 (9),transformation,4208,4326,EXM-Bra off,9,2966,Oil exploration.,15,9603,,,Used by ExxonMobil for offshore regional studies.,ExxonMobil,EPSG,2004-10-14,,1,0
10094,Nouakchott 1965 to WGS 84 (1),transformation,4208,4326,IGN-Mau,1,2972,Oil exploration.,5,9603,,,Derived by IGN in 1992 at 7 stations within Nouakchott city.,IGN Paris.,EPSG,2004-10-14,,1,1
-10095,Mauritania 1999 / UTM zone 28N to WGS 84 / UTM zone 28N (1),transformation,3103,32628,MMI-Mau W,1,2971,Minerals management.,40,9624,,,The Department for the Mining Cadastre will supply to interested applicants the parameters for the transformation. CARE! The source CRS for this transformation may be in error - being investigated.,Ministry of Mines and Industry.,EPSG,2004-10-14,,1,0
-10096,Mauritania 1999 / UTM zone 29N to WGS 84 / UTM zone 29N (1),transformation,3104,32629,MMI-Mau C,2,2970,Minerals management.,40,9624,,,The Department for the Mining Cadastre will supply to interested applicants the parameters for the transformation. CARE! The source CRS for this transformation may be in error - being investigated.,Ministry of Mines and Industry.,EPSG,2004-10-14,,1,0
-10097,Mauritania 1999 / UTM zone 30N to WGS 84 / UTM zone 30N (1),transformation,3105,32630,MMI-Mau E,3,2969,Minerals management.,40,9624,,,The Department for the Mining Cadastre will supply to interested applicants the parameters for the transformation. CARE! The source CRS for this transformation may be in error - being investigated.,Ministry of Mines and Industry.,EPSG,2004-10-14,,1,0
-10098,KKJ to ETRS89 (2),transformation,4123,4258,NLS-Fin JHS153,2,1095,In most areas accuracy is approximately 0.5m although in some areas it is in the order of 2m.,0.5,9607,,,May be taken as approximate transformation KKJ to WGS 84 - see code 10099. Supersedes KKJ to ETRS89 (1) (code 1638).,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2004-04-27,2004.12,1,0
-10099,KKJ to WGS 84 (2),transformation,4123,4326,EPSG-Fin JHS153,2,1095,For applications to an accuracy of 1 to 2 metres.,1,9607,,,Parameter values from KKJ to ETRS89 (1) (code 10098). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Supersedes KKJ to WGS 84 (1) (code 1639).,"National Land Survey of Finland;
-http://www.maanmittauslaitos.fi",EPSG,2005-11-28,2005.78,1,0
+10095,Mauritania 1999 / UTM zone 28N to WGS 84 / UTM zone 28N (1),transformation,3103,32628,MMI-Mau W,1,2971,Minerals management.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",EPSG,2005-10-25,2005.58,1,1
+10096,Mauritania 1999 / UTM zone 29N to WGS 84 / UTM zone 29N (1),transformation,3104,32629,MMI-Mau C,2,2970,Minerals management.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",EPSG,2005-10-25,2005.58,1,1
+10097,Mauritania 1999 / UTM zone 30N to WGS 84 / UTM zone 30N (1),transformation,3105,32630,MMI-Mau E,3,2969,Minerals management.,40,9624,,,Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.,"""Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier"", Direction de la Topographie et de la Cartographie, July 1999.",EPSG,2005-10-25,2005.58,1,1
+10098,KKJ to ETRS89 (2),transformation,4123,4258,NLS-Fin JHS153,2,1095,In most areas accuracy is approximately 0.5m although in some areas it is in the order of 2m.,0.5,9607,,,May be taken as approximate transformation KKJ to WGS 84 - see code 10099. Replaces KKJ to ETRS89 (1) (code 1638).,"National Land Survey of Finland;
+http://www.maanmittauslaitos.fi",EPSG,2007-03-22,2004.12 2007.043,1,0
+10099,KKJ to WGS 84 (2),transformation,4123,4326,EPSG-Fin JHS153,2,1095,For applications to an accuracy of 1 to 2 metres.,1,9607,,,Parameter values from KKJ to ETRS89 (2) (code 10098). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces KKJ to WGS 84 (1) (code 1639).,"National Land Survey of Finland;
+http://www.maanmittauslaitos.fi",EPSG,2007-03-22,2005.78 2006.95 2007.043,1,0
10101,Alabama CS27 East zone,conversion,,,,,2154,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
10102,Alabama CS27 West zone,conversion,,,,,2155,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
10131,SPCS83 Alabama East zone (meters),conversion,,,,,2154,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
@@ -1311,8 +1311,8 @@
10233,SPCS83 Arizona West zone (meters),conversion,,,,,2168,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines origin in International feet. FE = 700000ft. See code 15306 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.093 2001.03,1,0
10301,Arkansas CS27 North,conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
10302,Arkansas CS27 South,conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-10331,SPCS83 Arkansas North zone (meters),conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-10332,SPCS83 Arkansas South zone (meters),conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
+10331,SPCS83 Arkansas North zone (meters),conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15385 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.093,1,0
+10332,SPCS83 Arkansas South zone (meters),conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15386 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.093,1,0
10401,California CS27 zone I,conversion,,,,,2175,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
10402,California CS27 zone II,conversion,,,,,2176,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
10403,California CS27 zone III,conversion,,,,,2177,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
@@ -1357,20 +1357,20 @@
11133,SPCS83 Idaho West zone (meters),conversion,,,,,2193,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15325 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
11201,Illinois CS27 East zone,conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
11202,Illinois CS27 West zone,conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-11231,SPCS83 Illinois East zone (meters),conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-11232,SPCS83 Illinois West zone (meters),conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
+11231,SPCS83 Illinois East zone (meters),conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15387 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2001.03 2006.093,1,0
+11232,SPCS83 Illinois West zone (meters),conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15388 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2001.03 2006.093,1,0
11301,Indiana CS27 East zone,conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
11302,Indiana CS27 West zone,conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
11331,SPCS83 Indiana East zone (meters),conversion,,,,,2196,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15372 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2002-10-13,95.30 96.29 2001.03 2002.770,1,0
11332,SPCS83 Indiana West zone (meters),conversion,,,,,2197,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15373 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2002-10-13,95.30 96.29 2001.03 2002.770,1,0
11401,Iowa CS27 North zone,conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
11402,Iowa CS27 South zone,conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-11431,SPCS83 Iowa North zone (meters),conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-11432,SPCS83 Iowa South zone (meters),conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
+11431,SPCS83 Iowa North zone (meters),conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15377 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.903,1,0
+11432,SPCS83 Iowa South zone (meters),conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15378 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.903,1,0
11501,Kansas CS27 North zone,conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
11502,Kansas CS27 South zone,conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-11531,SPCS83 Kansas North zone (meters),conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-11532,SPCS83 Kansas South zone (meters),conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
+11531,SPCS83 Kansas North zone (meters),conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15379 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.903,1,0
+11532,SPCS83 Kansas South zone (meters),conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15380 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 99.28 2001.03 2006.903,1,0
11601,Kentucky CS27 North zone,conversion,,,,,2202,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
11602,Kentucky CS27 South zone,conversion,,,,,2203,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
11630,SPCS83 Kentucky Single Zone (meters),conversion,,,,,1386,Used for spatial data management for whole State.,0,9802,,,See code 15375 for equivalent non-metric definition.,"Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",EPSG,2004-09-22,,1,0
@@ -1378,24 +1378,27 @@
11632,SPCS83 Kentucky South zone (meters),conversion,,,,,2203,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15329 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
11701,Louisiana CS27 North zone,conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
11702,Louisiana CS27 South zone,conversion,,,,,2205,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-11731,SPCS83 Louisiana North zone (meters),conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-11732,SPCS83 Louisiana South zone (meters),conversion,,,,,2529,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
+11703,Louisiana CS27 Offshore zone,conversion,,,,,1387,Not used in oil industry. Usage for other applications is not known.,0,9802,,,This projection is NOT used for oil industry purposes - use Louisiana CS27 Offshore zone (proj 11702) on shelf and BLM (proj 15915-16) in deep water protraction areas.,USGS Professional Paper #1395,OGP,2006-06-12,,1,0
+11731,SPCS83 Louisiana North zone (meters),conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15391 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-01-19,95.30 96.29 99.28 2001.03 2006.903,1,0
+11732,SPCS83 Louisiana South zone (meters),conversion,,,,,2529,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15392 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-01-19,95.30 96.29 99.28 2001.03 2006.903,1,0
+11733,SPCS83 Louisiana Offshore zone (meters),conversion,,,,,1387,Not used in oil industry. Usage for other applications is not known.,0,9802,,,This projection is NOT used for oil industry purposes. See code 15393 for equivalent non-metric definition.,NOAA manual NOS NGS 5,OGP,2007-01-19,2006.903,1,0
11801,Maine CS27 East zone,conversion,,,,,2206,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
11802,Maine CS27 West zone,conversion,,,,,2207,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
11831,SPCS83 Maine East zone (meters),conversion,,,,,2206,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
11832,SPCS83 Maine West zone (meters),conversion,,,,,2207,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-11851,Maine CS2000 East zone,conversion,,,,,2960,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Supersedes CS27 and SPCS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2004-06-16,,1,0
-11852,Maine CS2000 Central zone,conversion,,,,,2959,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Supersedes CS27 and CS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2004-06-16,,1,0
-11853,Maine CS2000 West zone,conversion,,,,,2958,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Supersedes CS27 and CS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2004-06-16,,1,0
+11851,Maine CS2000 East zone,conversion,,,,,2960,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaces CS27 and SPCS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2004-06-16,,1,0
+11852,Maine CS2000 Central zone,conversion,,,,,2959,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Supersedes CS27 and CS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2007-02-06,,1,1
+11853,Maine CS2000 West zone,conversion,,,,,2958,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaces CS27 and CS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2004-06-16,,1,0
+11854,Maine CS2000 Central zone,conversion,,,,,2959,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,Replaces CS27 and CS83 from 1/1/2001.,"State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html",EPSG,2004-06-16,,1,0
11900,Maryland CS27,conversion,,,,,1389,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 99.28 2000.094,1,0
11930,SPCS83 Maryland zone (meters),conversion,,,,,1389,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15330 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2000.094 2001.03,1,0
12001,Massachusetts CS27 Mainland zone,conversion,,,,,2209,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
12002,Massachusetts CS27 Island zone,conversion,,,,,2208,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
12031,SPCS83 Massachusetts Mainland zone (meters),conversion,,,,,2209,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15331 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,1999-04-22,95.30 96.29 99.28 2001.03,1,0
12032,SPCS83 Massachusetts Island zone (meters),conversion,,,,,2208,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15332 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-12101,Michigan State Plane East zone,conversion,,,,,1720,Obsolete.,0,9807,,,Superseded by central and south zones.,USGS Professional Paper #1395,EPSG,2005-05-21,95.30 96.29 98.22 2000.092 2005.24,1,0
-12102,Michigan State Plane Old Central zone,conversion,,,,,1721,Obsolete.,0,9807,,,Superseded by central and south zones.,USGS Professional Paper #1395,EPSG,2005-05-21,95.30 96.29 98.22 2005.24,1,0
-12103,Michigan State Plane West zone,conversion,,,,,1723,Obsolete.,0,9807,,,Superseded by north zone.,USGS Professional Paper #1395,EPSG,2005-05-21,95.30 96.29 98.22 2000.092 2005.24,1,0
+12101,Michigan State Plane East zone,conversion,,,,,1720,Obsolete.,0,9807,,,Replaced by central and south zones.,USGS Professional Paper #1395,EPSG,2005-05-21,95.30 96.29 98.22 2000.092 2005.24,1,0
+12102,Michigan State Plane Old Central zone,conversion,,,,,1721,Obsolete.,0,9807,,,Replaced by central and south zones.,USGS Professional Paper #1395,EPSG,2005-05-21,95.30 96.29 98.22 2005.24,1,0
+12103,Michigan State Plane West zone,conversion,,,,,1723,Obsolete.,0,9807,,,Replaced by north zone.,USGS Professional Paper #1395,EPSG,2005-05-21,95.30 96.29 98.22 2000.092 2005.24,1,0
12111,Michigan CS27 North zone,conversion,,,,,1723,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.28 96.29 98.22 99.28,1,0
12112,Michigan CS27 Central zone,conversion,,,,,1724,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.28 96.29 98.22 99.28,1,0
12113,Michigan CS27 South zone,conversion,,,,,1725,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.28 96.29 98.22 99.28,1,0
@@ -1429,13 +1432,13 @@
12701,Nevada CS27 East zone,conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
12702,Nevada CS27 Central zone,conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.093,1,0
12703,Nevada CS27 West zone,conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-12731,SPCS83 Nevada East zone (meters),conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-12732,SPCS83 Nevada Central zone (meters),conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
-12733,SPCS83 Nevada West zone (meters),conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
+12731,SPCS83 Nevada East zone (meters),conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15381 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2001.03 2006.904,1,0
+12732,SPCS83 Nevada Central zone (meters),conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15382 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2001.03 2006.904,1,0
+12733,SPCS83 Nevada West zone (meters),conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15383 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2001.03 2006.904,1,0
12800,New Hampshire CS27,conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-12830,SPCS83 New Hampshire zone (meters),conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.094 2001.03,1,0
+12830,SPCS83 New Hampshire zone (meters),conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15389 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2000.094 2001.03 2006.093,1,0
12900,New Jersey CS27,conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.094,1,0
-12930,SPCS83 New Jersey zone (meters),conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.094 2001.03,1,0
+12930,SPCS83 New Jersey zone (meters),conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15384 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2000.094 2001.03 2006.903,1,0
13001,New Mexico CS27 East zone,conversion,,,,,2228,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
13002,New Mexico CS27 Central zone,conversion,,,,,2229,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
13003,New Mexico CS27 West zone,conversion,,,,,2230,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
@@ -1458,8 +1461,10 @@
13332,SPCS83 North Dakota South zone (meters),conversion,,,,,2238,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15348 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
13401,Ohio CS27 North zone,conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
13402,Ohio CS27 South zone,conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-13431,SPCS83 Ohio North zone (meters),conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-13432,SPCS83 Ohio South zone (meters),conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
+13431,SPCS83 Ohio North zone (meters),conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 13433 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03 2007.035,1,0
+13432,SPCS83 Ohio South zone (meters),conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 13434 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-03-13,95.30 96.29 99.28 2001.03 2007.035,1,0
+13433,SPCS83 Ohio North zone (US Survey feet),conversion,,,,,2239,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13431.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
+13434,SPCS83 Ohio South zone (US Survey feet),conversion,,,,,2240,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13432.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
13501,Oklahoma CS27 North zone,conversion,,,,,2241,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
13502,Oklahoma CS27 South zone,conversion,,,,,2242,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
13531,SPCS83 Oklahoma North zone (meters),conversion,,,,,2241,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15349 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
@@ -1474,14 +1479,14 @@
13731,SPCS83 Pennsylvania North zone (meters),conversion,,,,,2245,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15353 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
13732,SPCS83 Pennsylvania South zone (meters),conversion,,,,,2246,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15354 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
13800,Rhode Island CS27,conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.094,1,0
-13830,SPCS83 Rhode Island zone (meters),conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.094 2001.03,1,0
+13830,SPCS83 Rhode Island zone (meters),conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 15390 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2006-12-20,95.30 96.29 2000.094 2001.03 2006.093,1,0
13901,South Carolina CS27 North zone,conversion,,,,,2247,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
13902,South Carolina CS27 South zone,conversion,,,,,2248,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
13930,SPCS83 South Carolina zone (meters),conversion,,,,,1409,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15355 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2000.094 2001.03,1,0
14001,South Dakota CS27 North zone,conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
14002,South Dakota CS27 South zone,conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14031,SPCS83 South Dakota North zone (meters),conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14032,SPCS83 South Dakota South zone (meters),conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
+14031,SPCS83 South Dakota North zone (meters),conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15394 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-01-19,95.30 96.29 99.28 2001.03 2006.903,1,0
+14032,SPCS83 South Dakota South zone (meters),conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15395 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-01-19,95.30 96.29 99.28 2001.03 2006.903,1,0
14100,Tennessee CS27,conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 99.28 2000.094,1,1
14130,SPCS83 Tennessee zone (meters),conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15356 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2000.094 2001.03,1,0
14201,Texas CS27 North zone,conversion,,,,,2253,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
@@ -1494,17 +1499,17 @@
14233,SPCS83 Texas Central zone (meters),conversion,,,,,2252,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15359 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
14234,SPCS83 Texas South Central zone (meters),conversion,,,,,2527,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15360 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
14235,SPCS83 Texas South zone (meters),conversion,,,,,2528,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15361 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14251,Texas State Mapping System (meters),conversion,,,,,1412,Single projection for all state.,0,9802,,,Supersedes Shackleford.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2004-06-16,,1,0
-14252,Shackleford,conversion,,,,,1412,Single projection for all state.,0,9802,,,"Superseded by TSMS.
+14251,Texas State Mapping System (meters),conversion,,,,,1412,Single projection for all state.,0,9802,,,Replaces Shackleford.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2004-06-16,,1,0
+14252,Shackleford,conversion,,,,,1412,Single projection for all state.,0,9802,,,"Replaced by TSMS.
Care: survey data in Texas uses the US survey foot, not the International foot used by this projection.","Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2004-06-16,,1,0
14253,Texas Centric Lambert Conformal,conversion,,,,,1412,Single conformal projection for all state.,0,9802,,,Use TCMC/AEA for applications requiring true area measurement.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2004-06-16,,1,0
14254,Texas Centric Albers Equal Area,conversion,,,,,1412,Single equal-area projection for all state.,0,9822,,,Use TCMC/LC for applications requiring true shape preservation.,"Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm",EPSG,2004-06-16,,1,0
14301,Utah CS27 North zone,conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
14302,Utah CS27 Central zone,conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
14303,Utah CS27 South zone,conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
-14331,SPCS83 Utah North zone (meters),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15362 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14332,SPCS83 Utah Central zone (meters),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15363 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
-14333,SPCS83 Utah South zone (meters),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,See code 15364 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
+14331,SPCS83 Utah North zone (meters),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2007-01-20,95.30 96.29 99.28 2001.03 2006.905,1,0
+14332,SPCS83 Utah Central zone (meters),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2007-01-20,95.30 96.29 99.28 2001.03 2006.905,1,0
+14333,SPCS83 Utah South zone (meters),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2007-01-20,95.30 96.29 99.28 2001.03 2006.905,1,0
14400,Vermont CS27,conversion,,,,,1414,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.094,1,0
14430,SPCS83 Vermont zone (meters),conversion,,,,,1414,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.094 2001.03,1,0
14501,Virginia CS27 North zone,conversion,,,,,2260,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
@@ -1531,10 +1536,14 @@
14902,Wyoming CS27 East Central zone,conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
14903,Wyoming CS27 West Central zone,conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
14904,Wyoming CS27 West zone,conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 2000.092,1,0
-14931,SPCS83 Wyoming East zone (meters),conversion,,,,,2269,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.092 2001.03,1,0
-14932,SPCS83 Wyoming East Central zone (meters),conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.092 2001.03,1,0
-14933,SPCS83 Wyoming West Central zone (meters),conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.092 2001.03,1,0
-14934,SPCS83 Wyoming West zone (meters),conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2000.092 2001.03,1,0
+14931,SPCS83 Wyoming East zone (meters),conversion,,,,,2269,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14935 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-03-13,95.30 96.29 2000.092 2001.03 2007.033,1,0
+14932,SPCS83 Wyoming East Central zone (meters),conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14936 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-03-13,95.30 96.29 2000.092 2001.03 2007.033,1,0
+14933,SPCS83 Wyoming West Central zone (meters),conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14937 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-03-13,95.30 96.29 2000.092 2001.03 2007.033,1,0
+14934,SPCS83 Wyoming West zone (meters),conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,See code 14938 for equivalent non-metric definition.,NOAA manual NOS NGS 5,EPSG,2007-03-13,95.30 96.29 2000.092 2001.03 2007.033,1,0
+14935,SPCS83 Wyoming East zone (US Survey feet),conversion,,,,,2269,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14931.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
+14936,SPCS83 Wyoming East Central zone (US Survey feet),conversion,,,,,2270,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14932.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
+14937,SPCS83 Wyoming West Central zone (US Survey feet),conversion,,,,,2272,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14933.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
+14938,SPCS83 Wyoming West zone (US Survey feet),conversion,,,,,2271,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14934.,"U.S. National Geodetic Survey, http://www.ngs.noaa.gov/",OGP,2007-03-13,,1,0
15001,Alaska CS27 zone 1,conversion,,,,,2156,Used for large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=2685642.82 ftUS, Nc=1887198.47 ftUS.",USGS Professional Paper #1395,EPSG,1997-04-11,96.29 97.08,1,0
15002,Alaska CS27 zone 2,conversion,,,,,2158,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
15003,Alaska CS27 zone 3,conversion,,,,,2159,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
@@ -1546,6 +1555,7 @@
15009,Alaska CS27 zone 9,conversion,,,,,2165,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,USGS Professional Paper #1395,EPSG,1995-12-02,95.30 96.29,1,0
15010,Alaska CS27 zone 10,conversion,,,,,2157,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,1999-04-22,95.30 96.29 99.28,1,0
15020,Alaska Albers,conversion,,,,,1330,Small scale mapping and state planning.,0,9822,,,,,EPSG,2002-09-19,,1,0
+15021,Alaska Albers (meters),conversion,,,,,1330,Small scale mapping and state planning.,0,9822,,,,State of Alaska Department of Natural Resources.,OGP,2006-11-11,,1,0
15031,SPCS83 Alaska zone 1 (meters),conversion,,,,,2156,Used for large and medium scale topographic mapping and engineering survey.,0,9812,,,"If using Oblique Mercator method (code 9815), Ec=818585.57 m, Nc=575219.25 m.",NOAA manual NOS NGS 5,EPSG,2001-11-06,96.29 2001.03,1,0
15032,SPCS83 Alaska zone 2 (meters),conversion,,,,,2158,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
15033,SPCS83 Alaska zone 3 (meters),conversion,,,,,2159,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
@@ -1566,9 +1576,13 @@
15133,SPCS83 Hawaii zone 3 (meters),conversion,,,,,1548,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
15134,SPCS83 Hawaii zone 4 (meters),conversion,,,,,1549,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
15135,SPCS83 Hawaii zone 5 (meters),conversion,,,,,1550,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 2001.03,1,0
+15138,SPCS83 Hawaii zone 3 (US Survey feet),conversion,,,,,1548,Used for large and medium scale topographic mapping and engineering survey by City and County of Honolulu.,0,9807,,,Not recognised by Federal authorities because there is no State law defining grid unit. For equivalent metric Federal definition see code 15133.,,OGP,2007-04-20,,1,0
15201,Puerto Rico CS27,conversion,,,,,1194,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 99.28 2000.094,1,0
15202,St. Croix CS27,conversion,,,,,1254,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2000-03-07,95.30 96.29 99.28 2000.094,1,0
15230,SPCS83 Puerto Rico & Virgin Islands zone (meters),conversion,,,,,2251,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,NOAA manual NOS NGS 5,EPSG,2001-11-06,95.30 96.29 99.28 2001.03,1,0
+15297,SPCS83 Utah North zone (US Survey feet),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14331. For equivalent International foot definition see code 15362.,National Geodetic Survey (private communication),OGP,2007-01-20,,0,0
+15298,SPCS83 Utah Central zone (US Survey feet),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14332. For equivalent International foot definition see code 15363.,National Geodetic Survey (private communication),OGP,2007-01-20,,0,0
+15299,SPCS83 Utah South zone (US Survey feet),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14333. For equivalent International foot definition see code 15364.,National Geodetic Survey (private communication),OGP,2007-01-20,,0,0
15300,American Samoa Lambert,conversion,,,,,1027,Used for large and medium scale topographic mapping and engineering survey.,0,9801,,,Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=o but radius to latitude of origin = -82000000 feet. US National Geodetic Survey confirms use of zero for False Northing.,US National Geodetic Survey (NGS),EPSG,2000-10-19,,1,1
15301,American Samoa Lambert,conversion,,,,,1027,Used for large and medium scale topographic mapping and engineering survey.,0,9801,,,"Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=0 but radius to latitude of origin = -82000000 feet. Thus False Northing = 312234.65 ftUS. NGS confirms value of FN, which is encoded within their algorithms but not published.",US National Geodetic Survey (NGS),EPSG,2004-08-09,,1,1
15302,Tennessee CS27,conversion,,,,,1411,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,,USGS Professional Paper #1395,EPSG,2001-10-04,2001.45,1,0
@@ -1591,7 +1605,7 @@
15319,SPCS83 Florida West zone (US Survey feet),conversion,,,,,2188,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10932.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
15320,SPCS83 Florida North zone (US Survey feet),conversion,,,,,2187,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10933.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
15321,SPCS83 Georgia East zone (US Survey feet),conversion,,,,,2189,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15322,SPCS83 Georgia West zone (US Survey feet),conversion,,,,,2190,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10031.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
+15322,SPCS83 Georgia West zone (US Survey feet),conversion,,,,,2190,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11032.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
15323,SPCS83 Idaho East zone (US Survey feet),conversion,,,,,2192,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11131.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
15324,SPCS83 Idaho Central zone (US Survey feet),conversion,,,,,2191,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11132.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
15325,SPCS83 Idaho West zone (US Survey feet),conversion,,,,,2193,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11133.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
@@ -1631,9 +1645,9 @@
15359,SPCS83 Texas Central zone (US Survey feet),conversion,,,,,2252,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14233.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
15360,SPCS83 Texas South Central zone (US Survey feet),conversion,,,,,2527,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14234.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
15361,SPCS83 Texas South zone (US Survey feet),conversion,,,,,2528,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14235.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15362,SPCS83 Utah North zone (International feet),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 14331.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15363,SPCS83 Utah Central zone (International feet),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 14333.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
-15364,SPCS83 Utah South zone (International feet),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 14334.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
+15362,SPCS83 Utah North zone (International feet),conversion,,,,,2258,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14331. For equivalent US Survey foot definition see code 15297.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-20,2006.905,0,0
+15363,SPCS83 Utah Central zone (International feet),conversion,,,,,2257,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14332. For equivalent US Survey foot definition see code 15298.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-20,2006.905,0,0
+15364,SPCS83 Utah South zone (International feet),conversion,,,,,2259,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14333. For equivalent US Survey foot definition see code 15299.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2007-01-20,2006.905,0,0
15365,SPCS83 Virginia North zone (US Survey feet),conversion,,,,,2260,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14531.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
15366,SPCS83 Virginia South zone (US Survey feet),conversion,,,,,2261,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14532.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
15367,SPCS83 Washington North zone (US Survey feet),conversion,,,,,2273,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14631.,National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html,EPSG,2001-11-06,,1,0
@@ -1646,6 +1660,27 @@
15374,Oregon GIC Lambert (International feet),conversion,,,,,1406,Used by Oregon agencies for publishing State-wide spatial data on a single projection.,0,9802,,,State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric definition see code 13633.,"Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html",EPSG,2002-12-19,,1,0
15375,SPCS83 Kentucky Single Zone (US Survey feet),conversion,,,,,1386,Used for spatial data management for whole State.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11630.,"Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf",EPSG,2004-09-22,,1,0
15376,American Samoa Lambert,conversion,,,,,3109,Used for large and medium scale topographic mapping and engineering survey.,0,9801,,,Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=0 but radius to latitude of origin = -82000000 feet. US National Geodetic Survey confirms value for False Northing.,US National Geodetic Survey (NGS),EPSG,2005-05-21,2005.23,1,0
+15377,SPCS83 Iowa North zone (US Survey feet),conversion,,,,,2198,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11431.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
+15378,SPCS83 Iowa South zone (US Survey feet),conversion,,,,,2199,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11432.,NOAA manual NOS NGS 5,OGP,2007-01-20,2006.903,1,0
+15379,SPCS83 Kansas North zone (US Survey feet),conversion,,,,,2200,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11531.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
+15380,SPCS83 Kansas South zone (US Survey feet),conversion,,,,,2201,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11532.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
+15381,SPCS83 Nevada East zone (US Survey feet),conversion,,,,,2224,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12731.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
+15382,SPCS83 Nevada Central zone (US Survey feet),conversion,,,,,2223,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12732.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
+15383,SPCS83 Nevada West zone (US Survey feet),conversion,,,,,2225,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12733.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
+15384,SPCS83 New Jersey zone (US Survey feet),conversion,,,,,1399,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12930.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
+15385,SPCS83 Arkansas North zone (US Survey feet),conversion,,,,,2169,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10331.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
+15386,SPCS83 Arkansas South zone (US Survey feet),conversion,,,,,2170,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10332.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
+15387,SPCS83 Illinois East zone (US Survey feet),conversion,,,,,2194,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11231.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
+15388,SPCS83 Illinois West zone (US Survey feet),conversion,,,,,2195,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11232.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
+15389,SPCS83 New Hampshire zone (US Survey feet),conversion,,,,,1398,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12830.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
+15390,SPCS83 Rhode Island zone (US Survey feet),conversion,,,,,1408,Used for large and medium scale topographic mapping and engineering survey.,0,9807,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13830.,NOAA manual NOS NGS 5,OGP,2006-12-20,,1,0
+15391,SPCS83 Louisiana North zone (US Survey feet),conversion,,,,,2204,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11731.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
+15392,SPCS83 Louisiana South zone (US Survey feet),conversion,,,,,2529,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11732.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
+15393,SPCS83 Louisiana Offshore zone (US Survey feet),conversion,,,,,1387,Not used in oil industry. Usage for other applications is not known.,0,9802,,,This projection is NOT used for oil industry purposes. State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11733.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
+15394,SPCS83 South Dakota North zone (US Survey feet),conversion,,,,,2249,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14031.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
+15395,SPCS83 South Dakota South zone (US Survey feet),conversion,,,,,2250,Used for large and medium scale topographic mapping and engineering survey.,0,9802,,,State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14032.,NOAA manual NOS NGS 5,OGP,2007-01-19,,1,0
+15397,Great Lakes Albers,conversion,,,,,3467,Basin-wide mapping and analysis.,0,9822,,,,Great Lakes Fisheries Commission,OGP,2006-11-11,,1,0
+15398,Great Lakes and St Lawrence Albers,conversion,,,,,3468,Basin-wide mapping and analysis.,0,9822,,,,Great Lakes Fisheries Commission,OGP,2006-11-11,,1,0
15399,Yap Islands,conversion,,,,,3108,"Public reference, land and photgrammetric survey, mapping.",0,9832,,,Origin is station YAP SECOR AMS 1965.,"Yap State Code, Title 20, Chapter 5. http://www.fsmlaw.org/yap/code/title20/T20_Ch05.htm",EPSG,2005-05-21,,1,0
15400,Guam SPCS,conversion,,,,,1110,"Large and medium scale topographic mapping, cadastral and engineering survey.",0,9831,,,,"US Geological Survey Professional Paper 1395; ""Map Projections - A Working Manual""; J. Snyder.",EPSG,2004-04-22,,1,0
15500,Australian Antarctic geocentric to geog3D,conversion,,,,,1278,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
@@ -1672,8 +1707,8 @@
15521,LKS94 geocentric to geog3D,conversion,,,,,1145,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15522,Moznet geocentric to geog3D,conversion,,,,,1167,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15523,Moznet geog3D to geog2D,conversion,,,,,1167,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15524,NAD83(CSRS) geocentric to geog3D,conversion,,,,,2784,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15525,NAD83(CSRS) geog3D to geog2D,conversion,,,,,2784,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
+15524,NAD83(CSRS) geocentric to geog3D,conversion,,,,,1061,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2007-05-29,2005.49,1,0
+15525,NAD83(CSRS) geog3D to geog2D,conversion,,,,,1061,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2007-05-29,2005.49,1,0
15526,NAD83(HARN) geocentric to geog3D,conversion,,,,,1337,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2004.75 2005.49,1,0
15527,NAD83(HARN) geog3D to geog2D,conversion,,,,,1337,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2004.75 2005.49,1,0
15528,NZGD2000 geocentric to geog3D,conversion,,,,,1175,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
@@ -1686,28 +1721,28 @@
15535,RGF93 geog3D to geog2D,conversion,,,,,1096,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15536,RGFG95 geocentric to geog3D,conversion,,,,,1097,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15537,RGFG95 geog3D to geog2D,conversion,,,,,1097,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15538,RGNC 1991 geocentric to geog3D,conversion,,,,,1174,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15539,RGNC 1991 geog3D to geog2D,conversion,,,,,1174,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
+15538,RGNC91-93 geocentric to geog3D,conversion,,,,,1174,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2006-07-26,2005.49 2006.62,1,0
+15539,RGNC91-93 geog3D to geog2D,conversion,,,,,1174,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2006-07-26,2005.49 2006.62,1,0
15540,RGR92 geocentric to geog3D,conversion,,,,,1196,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15541,RGR92 geog3D to geog2D,conversion,,,,,1196,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15542,RRAF 1991 geocentric to geog3D,conversion,,,,,2824,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15543,RRAF 1991 geog3D to geog2D,conversion,,,,,2824,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15544,SIRGAS geocentric to geog3D,conversion,,,,,1341,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15545,SIRGAS geog3D to geog2D,conversion,,,,,1341,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
+15544,SIRGAS geocentric to geog3D,conversion,,,,,3448,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2006-07-29,2005.49 2006.465,1,0
+15545,SIRGAS geog3D to geog2D,conversion,,,,,3448,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2006-07-29,2005.49 2006.465,1,0
15546,SWEREF99 geocentric to geog3D,conversion,,,,,1225,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15547,SWEREF99 geog3D to geog2D,conversion,,,,,1225,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15548,WGS 84 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15549,WGS 84 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15550,Yemen NGN96 geocentric to geog3D,conversion,,,,,1257,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15551,Yemen NGN96 geog3D to geog2D,conversion,,,,,1257,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
+15550,Yemen NGN96 geocentric to geog3D,conversion,,,,,1257,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2006-08-25,2005.49 2006.81,1,0
+15551,Yemen NGN96 geog3D to geog2D,conversion,,,,,1257,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2006-08-25,2005.49 2006.81,1,0
15552,IGM95 geocentric to geog3D,conversion,,,,,1127,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15553,IGM95 geog3D to geog2D,conversion,,,,,1127,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15554,WGS 72 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15555,WGS 72 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15556,WGS 72BE geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15557,WGS 72BE geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15558,SIRGAS 2000 geocentric to geog3D,conversion,,,,,1341,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
-15559,SIRGAS 2000 geog3D to geog2D,conversion,,,,,1341,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
+15558,SIRGAS 2000 geocentric to geog3D,conversion,,,,,3418,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2006-07-21,2005.49 2006.465,1,0
+15559,SIRGAS 2000 geog3D to geog2D,conversion,,,,,3418,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2006-07-21,2005.49 2006.465,1,0
15560,Lao 1993 geocentric to geog3D,conversion,,,,,1138,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15561,Lao 1993 geog3D to geog2D,conversion,,,,,1138,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
15562,Lao 1997 geocentric to geog3D,conversion,,,,,1138,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,EPSG,2005-09-12,2005.49,1,0
@@ -1722,6 +1757,128 @@
15571,POSGAR 94 geog3D to geog2D,conversion,,,,,1033,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,EPSG,2005-09-12,,1,0
15572,Korean 2000 geocentric to geog3D,conversion,,,,,1135,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-01-30,,1,0
15573,Korean 2000 geog3D to geog2D,conversion,,,,,1135,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-01-30,,1,0
+15574,Mauritania 1999 geocentric to geog3D,conversion,,,,,1157,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-03-16,,1,0
+15575,Mauritania 1999 geog3D to geog2D,conversion,,,,,1157,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-03-16,,1,0
+15576,PZ-90 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-02-03,,1,0
+15577,PZ-90 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-02-03,,1,0
+15578,GDM2000 geocentric to geog3D,conversion,,,,,1151,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-03-16,,1,0
+15579,GDM2000 geog3D to geog2D,conversion,,,,,1151,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-03-16,,1,0
+15580,GR96 geocentric to geog3D,conversion,,,,,1107,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-06-12,,1,0
+15581,GR96 geog3D to geog2D,conversion,,,,,1107,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-06-12,,1,0
+15582,LGD2006 geocentric to geog3D,conversion,,,,,1143,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-08-25,,1,0
+15583,LGD2006 geog3D to geog2D,conversion,,,,,1143,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-08-25,,1,0
+15584,DGN95 geocentric to geog3D,conversion,,,,,1122,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2006-08-25,,1,0
+15585,DGN95 geog3D to geog2D,conversion,,,,,1122,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2006-08-25,,1,0
+15586,JAD2001 geocentric to geog3D,conversion,,,,,1128,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2007-01-19,,1,0
+15587,JAD2001 geog3D to geog2D,conversion,,,,,1128,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2007-01-19,,1,0
+15588,NAD83(NSRS2007) geocentric to geog3D,conversion,,,,,1511,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2007-03-13,,1,0
+15589,NAD83(NSRS2007) geog3D to geog2D,conversion,,,,,1511,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2007-03-13,,1,0
+15590,WGS 66 geocentric to geog3D,conversion,,,,,1262,For geocentric to geographic 3D conversions and vice versa.,0,9602,,,,EPSG Guidance Note #7-2.,OGP,2007-03-25,,1,0
+15591,WGS 66 geog3D to geog2D,conversion,,,,,1262,For geographic 3D to geographic 2D conversions.,0,9659,,,See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.,EPSG Guidance Note #7-2.,OGP,2007-03-25,,1,0
+15596,Tokyo + JSLD to WGS 84 (7),transformation,7414,4979,GSI-Jpn 452142,7,2426,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15597,Tokyo + JSLD to WGS 84 (8),transformation,7414,4979,GSI-Jpn 444141,8,2427,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15598,Tokyo + JSLD to WGS 84 (9),transformation,7414,4979,GSI-Jpn 444142,9,2428,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15599,Tokyo + JSLD to WGS 84 (10),transformation,7414,4979,GSI-Jpn 440141,10,2429,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15600,Tokyo + JSLD to WGS 84 (11),transformation,7414,4979,GSI-Jpn 440142,11,2430,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15601,Tokyo + JSLD to WGS 84 (12),transformation,7414,4979,GSI-Jpn 440143,12,2431,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15602,Tokyo + JSLD to WGS 84 (13),transformation,7414,4979,GSI-Jpn 440144,13,2432,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15603,Tokyo + JSLD to WGS 84 (14),transformation,7414,4979,GSI-Jpn 432141,14,2433,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15604,Tokyo + JSLD to WGS 84 (15),transformation,7414,4979,GSI-Jpn 432142,15,2434,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15605,Tokyo + JSLD to WGS 84 (16),transformation,7414,4979,GSI-Jpn 432143,16,2435,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15606,Tokyo + JSLD to WGS 84 (17),transformation,7414,4979,GSI-Jpn 432144,17,2436,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15607,Tokyo + JSLD to WGS 84 (18),transformation,7414,4979,GSI-Jpn 432145,18,2437,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15608,Tokyo + JSLD to WGS 84 (19),transformation,7414,4979,GSI-Jpn 424140,19,2438,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15609,Tokyo + JSLD to WGS 84 (20),transformation,7414,4979,GSI-Jpn 424141,20,2439,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15610,Tokyo + JSLD to WGS 84 (21),transformation,7414,4979,GSI-Jpn 424142,21,2440,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15611,Tokyo + JSLD to WGS 84 (22),transformation,7414,4979,GSI-Jpn 424143,22,2441,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15612,Tokyo + JSLD to WGS 84 (23),transformation,7414,4979,GSI-Jpn 424144,23,2442,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15613,Tokyo + JSLD to WGS 84 (24),transformation,7414,4979,GSI-Jpn 424145,24,2443,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15614,Tokyo + JSLD to WGS 84 (25),transformation,7414,4979,GSI-Jpn 420139,25,2444,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15615,Tokyo + JSLD to WGS 84 (26),transformation,7414,4979,GSI-Jpn 420140,26,2445,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15616,Tokyo + JSLD to WGS 84 (27),transformation,7414,4979,GSI-Jpn 420141,27,2446,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15617,Tokyo + JSLD to WGS 84 (28),transformation,7414,4979,GSI-Jpn 420142,28,2447,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15618,Tokyo + JSLD to WGS 84 (29),transformation,7414,4979,GSI-Jpn 420143,29,2448,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15619,Tokyo + JSLD to WGS 84 (30),transformation,7414,4979,GSI-Jpn 412140,30,2449,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15620,Tokyo + JSLD to WGS 84 (31),transformation,7414,4979,GSI-Jpn 412141,31,2450,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15621,Tokyo + JSLD to WGS 84 (32),transformation,7414,4979,GSI-Jpn 404140,32,2451,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15622,Tokyo + JSLD to WGS 84 (33),transformation,7414,4979,GSI-Jpn 404141,33,2452,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15623,Tokyo + JSLD to WGS 84 (34),transformation,7414,4979,GSI-Jpn 400139,34,2453,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15624,Tokyo + JSLD to WGS 84 (35),transformation,7414,4979,GSI-Jpn 400140,35,2454,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15625,Tokyo + JSLD to WGS 84 (36),transformation,7414,4979,GSI-Jpn 400141,36,2455,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15626,Tokyo + JSLD to WGS 84 (37),transformation,7414,4979,GSI-Jpn 392139,37,2456,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15627,Tokyo + JSLD to WGS 84 (38),transformation,7414,4979,GSI-Jpn 392140,38,2457,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15628,Tokyo + JSLD to WGS 84 (39),transformation,7414,4979,GSI-Jpn 392141,39,2458,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15629,Tokyo + JSLD to WGS 84 (40),transformation,7414,4979,GSI-Jpn 384139,40,2459,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15630,Tokyo + JSLD to WGS 84 (41),transformation,7414,4979,GSI-Jpn 384140,41,2460,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15631,Tokyo + JSLD to WGS 84 (42),transformation,7414,4979,GSI-Jpn 384141,42,2461,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15632,Tokyo + JSLD to WGS 84 (43),transformation,7414,4979,GSI-Jpn 380139,43,2462,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15633,Tokyo + JSLD to WGS 84 (44),transformation,7414,4979,GSI-Jpn 380140,44,2463,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15634,Tokyo + JSLD to WGS 84 (45),transformation,7414,4979,GSI-Jpn 380141,45,2464,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15635,Tokyo + JSLD to WGS 84 (46),transformation,7414,4979,GSI-Jpn 372136,46,2465,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15636,Tokyo + JSLD to WGS 84 (47),transformation,7414,4979,GSI-Jpn 372137,47,2466,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15637,Tokyo + JSLD to WGS 84 (48),transformation,7414,4979,GSI-Jpn 372138,48,2467,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15638,Tokyo + JSLD to WGS 84 (49),transformation,7414,4979,GSI-Jpn 372139,49,2468,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15639,Tokyo + JSLD to WGS 84 (50),transformation,7414,4979,GSI-Jpn 372140,50,2469,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15640,Tokyo + JSLD to WGS 84 (51),transformation,7414,4979,GSI-Jpn 372141,51,2470,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15641,Tokyo + JSLD to WGS 84 (52),transformation,7414,4979,GSI-Jpn 364136,52,2471,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15642,Tokyo + JSLD to WGS 84 (53),transformation,7414,4979,GSI-Jpn 364137,53,2472,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15643,Tokyo + JSLD to WGS 84 (54),transformation,7414,4979,GSI-Jpn 364138,54,2473,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15644,Tokyo + JSLD to WGS 84 (55),transformation,7414,4979,GSI-Jpn 364139,55,2474,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15645,Tokyo + JSLD to WGS 84 (56),transformation,7414,4979,GSI-Jpn 364140,56,2475,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15646,Tokyo + JSLD to WGS 84 (57),transformation,7414,4979,GSI-Jpn 360136,57,2476,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15647,Tokyo + JSLD to WGS 84 (58),transformation,7414,4979,GSI-Jpn 360137,58,2477,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15648,Tokyo + JSLD to WGS 84 (59),transformation,7414,4979,GSI-Jpn 360138,59,2478,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15649,Tokyo + JSLD to WGS 84 (60),transformation,7414,4979,GSI-Jpn 360139,60,2479,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15650,Tokyo + JSLD to WGS 84 (61),transformation,7414,4979,GSI-Jpn 360140,61,2480,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15651,Tokyo + JSLD to WGS 84 (62),transformation,7414,4979,GSI-Jpn 352132,62,2481,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15652,Tokyo + JSLD to WGS 84 (63),transformation,7414,4979,GSI-Jpn 352133,63,2482,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15653,Tokyo + JSLD to WGS 84 (64),transformation,7414,4979,GSI-Jpn 352134,64,2483,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15654,Tokyo + JSLD to WGS 84 (65),transformation,7414,4979,GSI-Jpn 352135,65,2484,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15655,Tokyo + JSLD to WGS 84 (66),transformation,7414,4979,GSI-Jpn 352136,66,2485,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15656,Tokyo + JSLD to WGS 84 (67),transformation,7414,4979,GSI-Jpn 352137,67,2486,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15657,Tokyo + JSLD to WGS 84 (68),transformation,7414,4979,GSI-Jpn 352138,68,2487,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15658,Tokyo + JSLD to WGS 84 (69),transformation,7414,4979,GSI-Jpn 352139,69,2488,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15659,Tokyo + JSLD to WGS 84 (70),transformation,7414,4979,GSI-Jpn 352140,70,2489,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15660,Tokyo + JSLD to WGS 84 (71),transformation,7414,4979,GSI-Jpn 344132,71,2490,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15661,Tokyo + JSLD to WGS 84 (72),transformation,7414,4979,GSI-Jpn 344133,72,2491,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15662,Tokyo + JSLD to WGS 84 (73),transformation,7414,4979,GSI-Jpn 344134,73,2492,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15663,Tokyo + JSLD to WGS 84 (74),transformation,7414,4979,GSI-Jpn 344135,74,2493,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15664,Tokyo + JSLD to WGS 84 (75),transformation,7414,4979,GSI-Jpn 344136,75,2494,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15665,Tokyo + JSLD to WGS 84 (76),transformation,7414,4979,GSI-Jpn 344137,76,2495,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15666,Tokyo + JSLD to WGS 84 (77),transformation,7414,4979,GSI-Jpn 344138,77,2496,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15667,Tokyo + JSLD to WGS 84 (78),transformation,7414,4979,GSI-Jpn 344139,78,2497,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15668,Tokyo + JSLD to WGS 84 (79),transformation,7414,4979,GSI-Jpn 344140,79,2498,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15669,Tokyo + JSLD to WGS 84 (80),transformation,7414,4979,GSI-Jpn 340130,80,2499,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15670,Tokyo + JSLD to WGS 84 (81),transformation,7414,4979,GSI-Jpn 340131,81,2500,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15671,Tokyo + JSLD to WGS 84 (82),transformation,7414,4979,GSI-Jpn 340132,82,2501,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15672,Tokyo + JSLD to WGS 84 (83),transformation,7414,4979,GSI-Jpn 340133,83,2502,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15673,Tokyo + JSLD to WGS 84 (84),transformation,7414,4979,GSI-Jpn 340134,84,2503,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15674,Tokyo + JSLD to WGS 84 (85),transformation,7414,4979,GSI-Jpn 340135,85,2504,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15675,Tokyo + JSLD to WGS 84 (86),transformation,7414,4979,GSI-Jpn 340136,86,2505,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15676,Tokyo + JSLD to WGS 84 (87),transformation,7414,4979,GSI-Jpn 340137,87,2506,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15677,Tokyo + JSLD to WGS 84 (88),transformation,7414,4979,GSI-Jpn 340138,88,2507,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15678,Tokyo + JSLD to WGS 84 (89),transformation,7414,4979,GSI-Jpn 332129,89,2508,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15679,Tokyo + JSLD to WGS 84 (90),transformation,7414,4979,GSI-Jpn 332130,90,2509,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15680,Tokyo + JSLD to WGS 84 (91),transformation,7414,4979,GSI-Jpn 332131,91,2510,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15681,Tokyo + JSLD to WGS 84 (92),transformation,7414,4979,GSI-Jpn 332132,92,2511,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15682,Tokyo + JSLD to WGS 84 (93),transformation,7414,4979,GSI-Jpn 332133,93,2512,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15683,Tokyo + JSLD to WGS 84 (94),transformation,7414,4979,GSI-Jpn 332134,94,2513,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15684,Tokyo + JSLD to WGS 84 (95),transformation,7414,4979,GSI-Jpn 332135,95,2514,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15685,Tokyo + JSLD to WGS 84 (96),transformation,7414,4979,GSI-Jpn 332136,96,2515,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15686,Tokyo + JSLD to WGS 84 (97),transformation,7414,4979,GSI-Jpn 324129,97,2516,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15687,Tokyo + JSLD to WGS 84 (98),transformation,7414,4979,GSI-Jpn 324130,98,2517,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15688,Tokyo + JSLD to WGS 84 (99),transformation,7414,4979,GSI-Jpn 324131,99,2518,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15689,Tokyo + JSLD to WGS 84 (100),transformation,7414,4979,GSI-Jpn 324132,100,2519,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15690,Tokyo + JSLD to WGS 84 (101),transformation,7414,4979,GSI-Jpn 324133,101,2520,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15691,Tokyo + JSLD to WGS 84 (102),transformation,7414,4979,GSI-Jpn 324134,102,2521,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15692,Tokyo + JSLD to WGS 84 (103),transformation,7414,4979,GSI-Jpn 320130,103,2522,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15693,Tokyo + JSLD to WGS 84 (104),transformation,7414,4979,GSI-Jpn 320131,104,2523,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15694,Tokyo + JSLD to WGS 84 (105),transformation,7414,4979,GSI-Jpn 320132,105,2524,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15695,Tokyo + JSLD to WGS 84 (106),transformation,7414,4979,GSI-Jpn 312130,106,2525,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15696,Tokyo + JSLD to WGS 84 (107),transformation,7414,4979,GSI-Jpn 312131,107,2526,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15697,Tokyo + JSLD to WGS 84 (6),transformation,7414,4979,GSI-Jpn 452141,6,2425,For medium accuracy.,1,9618,,,,http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).,OGP,2006-11-17,,1,0
+15698,ITRF2000 to ITRF2005 (1),transformation,4919,4896,IERS,1,1262,Geodesy.,0,9606,,,"At epoch 2000.0. Rates dX=0.0002 m/yr, dy=-0.0001 m/yr, dZ=0.0018 m/yr, rX=rY=rZ=0.0""/yr, dS=-0.00008 ppm/yr.",International Earth Rotation Service (IERS). http://itrf.ensg.ign.fr/ITRF_solutions/2005/tp_05-00.php,OGP,2007-01-20,,1,0
+15699,NAD27 to WGS 84 (87),transformation,4267,4326,JECA-Mex GoM CamS,87,3462,Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.,5,9603,,,"Developed by John E Chance and Associates at 19 deg 44 min North, 92 deg 21 min West. Geoid height used =-13.34m.",Fugro Chance,OGP,2006-09-28,,1,0
15700,Gulshan 303 to WGS 84 (1),transformation,4682,4326,SB-BGD,1,1041,Oil exploration.,1,9603,,,Derived at origin station in Dhaka.,IGN Paris.,EPSG,2004-10-14,,1,1
15701,Kalianpur 1962 to WGS 84 (2),transformation,4145,4326,TFE-Pak Indus,2,2985,Oil exploration.,1,9603,,,Derived at Geodetic Survey office in Karachi in 1997.,Total,EPSG,2004-10-14,,1,0
15702,Kalianpur 1962 to WGS 84 (3),transformation,4145,4326,utp-Pak Badin,3,2984,Oil exploration.,3,9603,,,"Derived at station S0001, an approximate offset to Survey of India primary station Kat Baman, in 1992 from 180 single point Transit passes observed in 1991 by Fugro-Geodetic for UTP.",BP,EPSG,2004-10-14,,1,0
@@ -1736,42 +1893,42 @@
15711,Aratu to WGS 84 (11),transformation,4208,4326,PB-Bra Santos,11,2962,Oil exploration.,5,9603,,,Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.,PetroBras,EPSG,2005-02-05,,1,0
15712,Aratu to WGS 84 (12),transformation,4208,4326,PB-Bra EspS,12,2964,Oil exploration.,5,9603,,,Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.,PetroBras,EPSG,2005-02-05,,1,0
15713,Gan 1970 to WGS 84 (1),transformation,4684,4326,NIMA-Mdv,1,1152,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,U.S. Defense Mapping Agency TR8350.2 September 1987.,EPSG,2005-05-21,2005.20,1,0
-15714,Bogota 1975 to MAGNA-SIRGAS (1),transformation,4218,4686,IGAC-Col CF reg 1,1,3082,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15715. See Bogota 1975 to MAGNA-SIRGAS (9), tfm code 15730, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
+15714,Bogota 1975 to MAGNA-SIRGAS (1),transformation,4218,4686,IGAC-Col CF reg 1,1,3082,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15715. See Bogota 1975 to MAGNA-SIRGAS (9), tfm code 15730, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
15715,Bogota 1975 to WGS 84 (3),transformation,4218,4326,EPSG-Col reg 1,3,3082,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (1) (tfm code 15714).,EPSG,EPSG,2005-04-14,,1,0
-15716,Bogota 1975 to MAGNA-SIRGAS (2),transformation,4218,4686,IGAC-Col CF reg 2,2,3083,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15717. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15731, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
+15716,Bogota 1975 to MAGNA-SIRGAS (2),transformation,4218,4686,IGAC-Col CF reg 2,2,3083,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15717. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15731, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
15717,Bogota 1975 to WGS 84 (4),transformation,4218,4326,EPSG-Col reg 2,4,3083,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (2) (tfm code 15716).,EPSG,EPSG,2005-04-14,,1,0
-15718,Bogota 1975 to MAGNA-SIRGAS (3),transformation,4218,4686,IGAC-Col CF reg 3,3,3084,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15719. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15732, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
+15718,Bogota 1975 to MAGNA-SIRGAS (3),transformation,4218,4686,IGAC-Col CF reg 3,3,3084,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15719. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15732, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
15719,Bogota 1975 to WGS 84 (5),transformation,4218,4326,EPSG-Col reg 3,5,3084,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (3) (tfm code 15718).,EPSG,EPSG,2005-04-14,,1,0
-15720,Bogota 1975 to MAGNA-SIRGAS (4),transformation,4218,4686,IGAC-Col CF reg 4,4,3085,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15721. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15733, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
+15720,Bogota 1975 to MAGNA-SIRGAS (4),transformation,4218,4686,IGAC-Col CF reg 4,4,3085,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15721. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15733, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
15721,Bogota 1975 to WGS 84 (6),transformation,4218,4326,EPSG-Col reg 4,6,3085,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (4) (tfm code 15720).,EPSG,EPSG,2005-04-14,,1,0
-15722,Bogota 1975 to MAGNA-SIRGAS (5),transformation,4218,4686,IGAC-Col CF reg 5,5,3086,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15723. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15734, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
+15722,Bogota 1975 to MAGNA-SIRGAS (5),transformation,4218,4686,IGAC-Col CF reg 5,5,3086,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15723. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15734, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
15723,Bogota 1975 to WGS 84 (7),transformation,4218,4326,EPSG-Col reg 5,7,3086,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (5) (tfm code 15722).,EPSG,EPSG,2005-04-14,,1,0
-15724,Bogota 1975 to MAGNA-SIRGAS (6),transformation,4218,4686,IGAC-Col CF reg 6,6,3087,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15725. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15735, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
+15724,Bogota 1975 to MAGNA-SIRGAS (6),transformation,4218,4686,IGAC-Col CF reg 6,6,3087,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15725. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15735, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
15725,Bogota 1975 to WGS 84 (8),transformation,4218,4326,EPSG-Col reg 6,8,3087,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (6) (tfm code 15724).,EPSG,EPSG,2005-04-14,,1,0
-15726,Bogota 1975 to MAGNA-SIRGAS (7),transformation,4218,4686,IGAC-Col CF reg 7,7,3088,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15727. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15736, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
+15726,Bogota 1975 to MAGNA-SIRGAS (7),transformation,4218,4686,IGAC-Col CF reg 7,7,3088,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15727. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15736, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
15727,Bogota 1975 to WGS 84 (9),transformation,4218,4326,EPSG-Col reg 7,9,3088,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (7) (tfm code 15726).,EPSG,EPSG,2005-04-14,,1,0
-15728,Bogota 1975 to MAGNA-SIRGAS (8),transformation,4218,4686,IGAC-Col CF reg 8,8,3089,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15729. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15737, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
+15728,Bogota 1975 to MAGNA-SIRGAS (8),transformation,4218,4686,IGAC-Col CF reg 8,8,3089,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,"May be taken as transformation to WGS 84 - see tfm code 15729. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15737, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. EPSG recommends this alternative.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
15729,Bogota 1975 to WGS 84 (10),transformation,4218,4326,EPSG-Col reg 8,10,3089,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9607,,,Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (8) (tfm code 15728).,EPSG,EPSG,2005-04-14,,1,0
-15730,Bogota 1975 to MAGNA-SIRGAS (9),transformation,4218,4686,IGAC-Col MB reg 1,9,3082,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (1), tfm code 15714.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
-15731,Bogota 1975 to MAGNA-SIRGAS (10),transformation,4218,4686,IGAC-Col MB reg 2,10,3083,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (2), tfm code 15716.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
-15732,Bogota 1975 to MAGNA-SIRGAS (11),transformation,4218,4686,IGAC-Col MB reg 3,11,3084,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (3), tfm code 15718.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
-15733,Bogota 1975 to MAGNA-SIRGAS (12),transformation,4218,4686,IGAC-Col MB reg 4,12,3085,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (4), tfm code 15720.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
-15734,Bogota 1975 to MAGNA-SIRGAS (13),transformation,4218,4686,IGAC-Col MB reg 5,13,3086,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (5), see tfm code 15722.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
-15735,Bogota 1975 to MAGNA-SIRGAS (14),transformation,4218,4686,IGAC-Col MB reg 6,14,3087,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (6), tfm code 15724.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
-15736,Bogota 1975 to MAGNA-SIRGAS (15),transformation,4218,4686,IGAC-Col MB reg 7,15,3088,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (7), tfm code 15726.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
-15737,Bogota 1975 to MAGNA-SIRGAS (16),transformation,4218,4686,IGAC-Col MB reg 8,16,3089,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (8), tfm code 15728.","Instituto Geografico Agustin Caduzzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2005-04-14,,1,0
+15730,Bogota 1975 to MAGNA-SIRGAS (9),transformation,4218,4686,IGAC-Col MB reg 1,9,3082,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (1), tfm code 15714.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
+15731,Bogota 1975 to MAGNA-SIRGAS (10),transformation,4218,4686,IGAC-Col MB reg 2,10,3083,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (2), tfm code 15716.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
+15732,Bogota 1975 to MAGNA-SIRGAS (11),transformation,4218,4686,IGAC-Col MB reg 3,11,3084,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (3), tfm code 15718.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
+15733,Bogota 1975 to MAGNA-SIRGAS (12),transformation,4218,4686,IGAC-Col MB reg 4,12,3085,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (4), tfm code 15720.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
+15734,Bogota 1975 to MAGNA-SIRGAS (13),transformation,4218,4686,IGAC-Col MB reg 5,13,3086,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (5), see tfm code 15722.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
+15735,Bogota 1975 to MAGNA-SIRGAS (14),transformation,4218,4686,IGAC-Col MB reg 6,14,3087,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (6), tfm code 15724.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
+15736,Bogota 1975 to MAGNA-SIRGAS (15),transformation,4218,4686,IGAC-Col MB reg 7,15,3088,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (7), tfm code 15726.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
+15737,Bogota 1975 to MAGNA-SIRGAS (16),transformation,4218,4686,IGAC-Col MB reg 8,16,3089,"Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.",1,9636,,,"Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (8), tfm code 15728.","Instituto Geografico Agustin Codazzi (IGAC) publication ""Aspectos prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia"". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm",EPSG,2007-07-02,2007.06,1,0
15738,MAGNA-SIRGAS to WGS 84 (1),transformation,4686,4326,EPSG,1,1070,MAGNA-SIRGAS is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.,1,9603,,,,EPSG,EPSG,2005-04-14,,1,0
-15739,Amersfoort to ETRS89 (3),transformation,4289,4258,NCG-Nld 2004,3,1275,Accuracy 0.5m,0.5,9607,,,Supersedes Amersfoort to ETRS89 (1) (tfm code 1751). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 15740.,Nederlandse Commissie voor Geodesie (NCG).,EPSG,2005-04-14,,1,0
-15740,Amersfoort to ETRS89 (4),transformation,4289,4258,NCG-Nld 2004,4,1275,Accuracy 0.5m,0.5,9636,,,Supersedes Amersfoort to ETRS89 (2) (tfm code 1066). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 15739.,Nederlandse Commissie voor Geodesie (NCG).,EPSG,2005-04-14,,1,0
+15739,Amersfoort to ETRS89 (3),transformation,4289,4258,NCG-Nld 2004,3,1275,Accuracy 0.5m,0.5,9607,,,Replaces Amersfoort to ETRS89 (1) (tfm code 1751). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 15740.,Nederlandse Commissie voor Geodesie (NCG).,EPSG,2007-03-22,2007.043,1,0
+15740,Amersfoort to ETRS89 (4),transformation,4289,4258,NCG-Nld 2004,4,1275,Accuracy 0.5m,0.5,9636,,,Replaces Amersfoort to ETRS89 (2) (tfm code 1066). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 15739.,Nederlandse Commissie voor Geodesie (NCG).,EPSG,2007-03-22,2007.043,1,0
15741,Deir ez Zor to WGS 84 (2),transformation,4227,4326,Elf-Syr Deir 1991,2,2329,Oil exploration. Accuracy 5m.,5,9603,,,Derived by Elf in 1991 from tfm code 1584 concatenated with a tfm from WGS72BE to WGS84.,Total,EPSG,2005-05-01,,1,0
15742,Deir ez Zor to WGS 84 (5),transformation,4227,4326,CGG-Syr Isba,5,1227,Oil exploration. Accuracy 5m.,5,9603,,,Derived for 1998 Omar seismic survey and used in 2000 for El Isba seismic survey.,Total,EPSG,2005-05-01,,1,0
15743,Deir ez Zor to WGS 84 (6),transformation,4227,4326,Tot-Syr Deir 2005,6,2329,Oil exploration. Accuracy 0.5m.,0.5,9606,,,"Derived 2005 at 5 triangulation stations and using (EGM96 geoid model +1.15m). Used by Total/DEZPC for Jafra and Mazraa seismic surveys. Can be approximated using geocentric translations of dX=-190.6m, dY=+8.8m, dZ=+239.6m.",Total,EPSG,2005-05-01,,1,0
-15744,UKOOA P6/98 seismic bin grid to WGS 84 / UTM zone 31N,transformation,5818,32631,EPSG P6,1,1263,Example only.,0,9666,,,"As this transformation defines the relationship between the seismic bin grid and the map grid, its accuracy is 0, i.e. there is no loss of positional accuracy through applying the transformation.","UKOOA Data Exchange Format P6/98 ""Definition of 3D Seismic Binning Grids"".",EPSG,2005-08-30,,1,0
+15744,UKOOA P6/98 seismic bin grid to WGS 84 / UTM zone 31N (1),transformation,5818,32631,EPSG P6,1,1263,Example only.,0,9666,,,"As this transformation defines the relationship between the seismic bin grid and the map grid, its accuracy is 0, i.e. there is no loss of positional accuracy through applying the transformation.","UKOOA Data Exchange Format P6/98 ""Definition of 3D Seismic Binning Grids"".",EPSG,2006-10-13,2006.89,1,0
15745,ED50(ED77) to WGS 84 (6),transformation,4154,4326,Tot-Irn Spars,6,3140,Petroleum Exploration and Production.,0.2,9603,,,Derived in Tombak district in March 2005. Used for South Pars phase 11.,Total,EPSG,2005-08-17,,1,0
15746,Nakhl-e Ghanem to WGS 84 (6),transformation,4693,4326,TFE-Irn Tombak,6,3141,Petroleum Exploration and Production.,0.2,9603,,,Derived in Tombak district in March 2005. Used for South Pars phase 11 and Pars LNG plants.,Total,EPSG,2005-08-17,,1,0
-15747,Tombak LNG Plant Grid to Nakhl-e Ghanem / UTM zone 39N,transformation,5817,3307,Tot-Irn,1,3141,Engineering survey.,0,9621,,,,Total,EPSG,2005-08-17,,1,0
-15748,BD72 to ETRS89 (2),transformation,4313,4258,IGN-Bel 0.2m,2,1044,For applications to an accuracy of 0.2 metre.,0.2,9607,,,May be taken as approximate transformation BD72 to WGS 84 - see code 15749.,IGN Brussels www.ngi.be,EPSG,2005-05-27,,1,0
-15749,BD72 to WGS 84 (3),transformation,4313,4326,IGN-Bel 0.2m,3,1044,For applications to an accuracy of 0.5 metre.,0.2,9607,,,Parameter values from BD72 to ETRS89 (2) (code 15748).,IGN Brussels www.ngi.be,EPSG,2005-05-27,,1,0
+15747,Tombak LNG Plant Grid to Nakhl-e Ghanem / UTM zone 39N (1),transformation,5817,3307,Tot-Irn,1,3141,Engineering survey.,0,9621,,,,Total,EPSG,2006-10-13,2006.89,1,0
+15748,BD72 to ETRS89 (2),transformation,4313,4258,IGN-Bel 0.2m,2,1044,For applications to an accuracy of 0.2 metre.,0.2,9607,,,May be taken as approximate transformation BD72 to WGS 84 - see code 15749. Scale difference is given by information source as 1.0000012747. Given in this record in ppm to assist application usage.,IGN Brussels www.ngi.be,EPSG,2006-07-30,2006.55,1,1
+15749,BD72 to WGS 84 (3),transformation,4313,4326,IGN-Bel 0.2m,3,1044,For applications to an accuracy of 0.5 metre.,0.2,9607,,,Parameter values from BD72 to ETRS89 (2) (code 15748). Scale difference is given by information source as 1.0000012747. Given in this record in ppm to assist application usage.,IGN Brussels www.ngi.be,EPSG,2006-07-23,2006.55,1,1
15750,St. Kitts 1955 to WGS 84 (2),transformation,4605,4326,NIMA-Kna,2,1200,"For military purposes. Accuracy 25m in each of X, Y and Z axes.",44,9603,,,Dereived at 2 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.46,1,0
15751,Reunion 1947 to WGS 84 (2),transformation,4626,4326,IGN-Reu 30m,2,1196,For military purposes. Accuracy 25m in each axis.,44,9603,,,Derived at 1 station.,IGN (in 2005). Also U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2006-02-07,2005.46 2005.71,1,0
15752,ED79 to WGS 84 (1),transformation,4668,4326,NIMA-Eur,1,3111,For military purposes. Accuracy 3m in each axis.,6,9603,,,Derived at 22 stations.,U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/,EPSG,2005-09-29,2005.46,1,0
@@ -1801,48 +1958,51 @@
15776,IGN72 Nuku Hiva to WGS 84 (3),transformation,4630,4326,EPSG-Pyf UaHuka,2,3127,Accuracy +/- 2 metres.,2,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (2) (tfm code 15764).,EPSG,EPSG,2005-08-12,,1,0
15777,IGN72 Nuku Hiva to WGS 84 (4),transformation,4630,4326,EPSG-Pyf UaPou,3,3128,Accuracy +/- 1 metre.,1,9607,,,Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (2) (tfm code 15765).,EPSG,EPSG,2005-08-12,,1,0
15778,ELD79 to WGS 84 (7),transformation,4159,4326,Tot-Lby NC192,7,3142,Oil exploration and production.,0.5,9603,,,"Derived by Total at stations SDL 130-03, 04 and 05 in May 2005.",Total,EPSG,2005-08-30,,1,0
-15779,Gulshan 303 to WGS 84 (1),transformation,4682,4326,SB-BGD,1,1041,Oil exploration.,1,9603,,,Derived at origin station in Dhaka. Source information given to 3 decimal places but rounded by EPSG to be commensurate with stated accuracy.,IGN Paris.,EPSG,2005-09-02,,1,0
+15779,Gulshan 303 to WGS 84 (1),transformation,4682,4326,SB-Bgd,1,1041,Oil exploration.,1,9603,,,Derived at origin station in Dhaka. Source information given to 3 decimal places but rounded by EPSG to be commensurate with stated accuracy.,Survey of Bangadesh via IGN Paris and Tullow Oil.,EPSG,2007-02-06,2006.47 2007.015,1,0
15780,POSGAR 94 to WGS 84 (1),transformation,4190,4326,EPSG-Arg,1,1033,Approximation at the +/- 1m level.,1,9603,,,,EPSG,EPSG,2005-09-12,,1,0
-15781,WGS 84 to EGM84 geoid (1),transformation,4979,5798,NGA-World,1,1262,Derivation of gravity-related heights from GPS observations.,1,9661,,,Superseded by WGS 84 to EGM96 geoid (1) (tfm code 10084).,US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/,EPSG,2006-02-09,,1,0
+15781,WGS 84 to EGM84 geoid (1),transformation,4979,5798,NGA-World,1,1262,Derivation of gravity-related heights from GPS observations.,1,9661,,,Replaced by WGS 84 to EGM96 geoid (1) (tfm code 10084).,US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/,EPSG,2007-03-22,2007.043,1,0
15782,Campo Inchauspe to POSGAR 94 (1),transformation,4221,4694,IGM-Arg,1,1033,Accuracy 5m in each axis.,5,9603,,,Adopted from U.S. Defense Mapping Agency values for Campo Inchauspe to WGS 84 (tfm code 1127) assuming that POSGAR 94 is equivalent to WGS 84.,"Instituto Geográfico Militar de la República Argentina, http://www.igm.gov.ar",EPSG,2005-05-21,2005.20,1,0
-15783,IGN53 Mare to WGS 84 (2),transformation,4641,4326,IGN-Ncl Mare,2,2819,Accuracy 5 metres.,5,9603,,,,IGN Paris,OGP,2006-02-08,,1,0
+15783,IGN53 Mare to WGS 84 (2),transformation,4641,4326,IGN-Ncl Mare,2,2819,Accuracy 5 metres.,5,9603,,,,IGN Paris,OGP,2006-02-08,,1,1
+15784,Le Pouce 1934 to WGS 84 (1),transformation,4699,4326,UEL-Mus,1,3209,Accuracy 2m.,2,9603,,,Derived at 17 stations in 1994 by University of East London. Residuals less than 2m.,Ministry of Housing and Lands.,OGP,2006-01-16,,1,0
+15785,AGD84 to WGS 84 (9),transformation,4203,4326,OGP-Aus 1m,9,2576,1m accuracy.,1,9615,,,Transformation taken from AGD84 to GDA94 (5) (code 1804) assuming that GDA94 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4203 and 4326 have longitudes positive east.,OGP,OGP,2006-03-16,,1,0
+15786,AGD66 to WGS 84 (17),transformation,4202,4326,OGP-Aus 0.1m,17,2575,1m accuracy.,1,9615,,,Transformation taken from AGD66 to GDA94 (11) (code 1803) assuming that GDA94 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4202 and 4326 have longitudes positive east.,OGP,OGP,2006-03-16,,1,0
15787,IGCB 1955 to WGS 84 (1),transformation,4701,4326,Tot-Cod,1,3171,Oil exploration. Accuracy 5m.,5,9603,,,Derived by Topnav in 1991 at station TSH 85.,Petrofina,OGP,2005-11-28,,1,0
15788,AGD66 to WGS 84 (16),transformation,4202,4326,OGP-Aus 5m,16,2575,5m accuracy.,5,9603,,,Parameter values from AGD66 to GDA94 (1) (code 1278). Derived at 162 stations. Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2006-01-02,,1,0
15789,AGD84 to WGS 84 (8),transformation,4203,4326,OGP-Aus 5m,8,2575,5m accuracy.,5,9603,,,Parameter values from AGD84 to GDA94 (1) (code 1280). Derived at 327 stations. Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.,OGP,OGP,2006-01-02,,1,0
15790,Mhast (offshore) to WGS 72BE (1),transformation,4705,4324,CHV-Ago Cab,1,3180,Oil industry exploration and production between 1979 and 1987.,10,9603,,,Derived by Oceaneering for CABGOC in 1979. Mean of parameters derived by single point Transit translocation at 2 stations (Mongo Tando and N'To). Applied to single point Transit translocations at other stations to define Mhast (offshore) coordinates.,ChevronTexaco,OGP,2006-01-06,,1,0
-15791,Malongo 1987 to WGS 84 (3),transformation,4259,4326,CHV-Ago Cab87,3,3179,Oil industry exploration and production between September 1987 and April 1989.,10,9603,,,Derived via WGS 72BE by Geodetic for Chevron in 1987 by single point Transit translocation at 1 station (Malongo Y). Superseded in 1989 by Malongo 1987 to WGS 84 (1) (code 1330).,ChevronTexaco,OGP,2006-01-06,,1,0
+15791,Malongo 1987 to WGS 84 (3),transformation,4259,4326,CHV-Ago Cab87,3,3179,Oil industry exploration and production between September 1987 and April 1989.,10,9603,,,Derived via WGS 72BE by Geodetic for Chevron in 1987 by single point Transit translocation at 1 station (Malongo Y). Replaced in 1989 by Malongo 1987 to WGS 84 (1) (code 1330).,ChevronTexaco,OGP,2007-03-22,2007.043,1,0
15792,Egypt Gulf of Suez S-650 TL to WGS 72BE (1),transformation,4706,4324,ESL-Egy GoS,1,2341,Oil industry exploration and production between 1980 and 1984.,5,9603,,,Derived by Egypt Surveys Limited through single point Transit translocation at 1 station (S-650).,Various industry sources,OGP,2006-01-11,,1,0
15793,Barbados 1938 to WGS 84 (1),transformation,4212,4326,UKHO-Brb,1,1042,Accuracy 2.5m.,3,9603,,,"Derived at 2 stations (S40 and M1, St Annes Tower) in 2004.",UK Hydrographic Office,OGP,2006-01-26,,1,0
-15794,Cocos Islands 1965 to WGS 84 (1),transformation,4708,4326,DMA-Cck,1,1069,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15795,Tern Island 1961 to WGS 84 (1),transformation,4707,4326,DMA-Usa HI Tern,1,3181,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station. Same transformation parameter values related to same datum area given in original 1987 DMA TR8350.2 edition for Sorol Atoll.,"DMA / NIMA / NSA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15796,Iwo Jima 1945 to WGS 84 (1),transformation,4709,4326,DMA-Jpn IwoJ,1,3200,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
+15794,Cocos Islands 1965 to WGS 84 (1),transformation,4708,4326,DMA-Cck,1,1069,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15795,Tern Island 1961 to WGS 84 (1),transformation,4707,4326,DMA-Usa HI Tern,1,3181,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station. Same transformation parameter values related to same datum area given in original 1987 DMA TR8350.2 edition for Sorol Atoll.,"DMA / NIMA / NSA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15796,Iwo Jima 1945 to WGS 84 (1),transformation,4709,4326,DMA-Jpn IwoJ,1,3200,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
15797,Ascension Island 1958 to WGS 84 (1),transformation,4712,4326,DMA-Shn Asc,1,3182,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15798,St. Helena 1971 to WGS 84 (1),transformation,4710,4326,DMA-Shn Hel,1,3183,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15799,Marcus Island 1952 to WGS 84 (1),transformation,4711,4326,DMA-Jpn Marcus,1,3203,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
+15798,St. Helena 1971 to WGS 84 (1),transformation,4710,4326,DMA-Shn Hel,1,3183,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15799,Marcus Island 1952 to WGS 84 (1),transformation,4711,4326,DMA-Jpn Marcus,1,3203,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
15800,Ayabelle Lighthouse to WGS 84 (1),transformation,4713,4326,DMA-Dji,1,1081,For military purposes only. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15801,Bellevue to WGS 84 (1),transformation,4714,4326,DMA-Vut,1,3193,Millitary and topographic mapping; Accuracy +/- 20 m in each axis,35,9603,,,Derived at 3 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
+15801,Bellevue to WGS 84 (1),transformation,4714,4326,DMA-Vut,1,3193,Millitary and topographic mapping; Accuracy +/- 20 m in each axis,35,9603,,,Derived at 3 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
15802,Camp Area Astro to WGS 84 (1),transformation,4715,4326,DMA-Ata McMurdo,1,3205,Miltiary and scientific mapping.,999,9603,,,No accuracy estimate available.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15803,Phoenix Islands 1966 to WGS 84 (1),transformation,4716,4326,DMA-Kir Phoenix,1,3196,Miltary and topographic mapping. Accuracy +/- 15 m in each axis.,26,9603,,,Derived at 4 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
+15803,Phoenix Islands 1966 to WGS 84 (1),transformation,4716,4326,DMA-Kir Phoenix,1,3196,Miltary and topographic mapping. Accuracy +/- 15 m in each axis.,26,9603,,,Derived at 4 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
15804,Cape Canaveral to WGS 84 (1),transformation,4717,4326,DMA-Bha Usa-FL,1,3206,US space and military operations. Accuracy +/- 3 m in each axis.,6,9603,,,Derived at 19 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15805,Solomon 1968 to WGS 84 (1),transformation,4718,4326,DMA-Slb Gizo,1,3198,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
+15805,Solomon 1968 to WGS 84 (1),transformation,4718,4326,DMA-Slb Gizo,1,3198,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
15806,Easter Island 1967 to WGS 84 (1),transformation,4719,4326,DMA-Chl Easter,1,3188,Military and topographic mapping. Accuracy +/- 25m in each axis,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15807,Solomon 1968 to WGS 84 (2),transformation,4718,4326,DMA-Slb Guad,2,3197,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15808,Diego Garcia 1969 to WGS 84 (1),transformation,4724,4326,DMA-Iot Garcia,1,3189,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15809,Johnston Island 1961 to WGS 84 (1),transformation,4725,4326,DMA-Umi Johnston,1,3201,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations. Note: NGA online html files carry a different dZ value - OGP believe this is an erroneous transcription from the TR8350.2 line above.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15810,Kusaie 1951 to WGS 84 (1),transformation,4735,4326,DMA-Fsm Carol,1,3192,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15811,Antigua 1943 to WGS 84 (2),transformation,4601,4326,DMA-Atg Ant,2,1273,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
+15807,Solomon 1968 to WGS 84 (2),transformation,4718,4326,DMA-Slb Guad,2,3197,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15808,Diego Garcia 1969 to WGS 84 (1),transformation,4724,4326,DMA-Iot Garcia,1,3189,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15809,Johnston Island 1961 to WGS 84 (1),transformation,4725,4326,DMA-Umi Johnston,1,3201,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations. Note: NGA online html files carry a different dZ value - OGP believe this is an erroneous transcription from the TR8350.2 line above.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15810,Kusaie 1951 to WGS 84 (1),transformation,4735,4326,DMA-Fsm Carol,1,3192,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15811,Antigua 1943 to WGS 84 (2),transformation,4601,4326,DMA-Atg Ant,2,1273,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
15812,Deception Island to WGS 84 (1),transformation,4736,4326,DMA-Ata Dec,1,3204,Scientific mapping. Accuracy +/- 20m in each axis.,35,9603,,,,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15813,South Georgia 1968 to WGS 84 (1),transformation,4722,4326,DMA-Sgs Sgeorg,1,3187,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15814,Little Cayman 1961 to WGS 84 (1),transformation,4726,4326,DMA-Cym Little Brac,1,3186,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
+15813,South Georgia 1968 to WGS 84 (1),transformation,4722,4326,DMA-Sgs Sgeorg,1,3187,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15814,Little Cayman 1961 to WGS 84 (1),transformation,4726,4326,DMA-Cym Little Brac,1,3186,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined from 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
15815,Pico de la Nieves to WGS 84 (1),transformation,4728,4326,DMA-Esp Canary,1,3199,Militaryand topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15816,Tristan 1968 to WGS 84 (1),transformation,4734,4326,DMA-Shn Tris,1,3184,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15817,Midway 1961 to WGS 84 (1),transformation,4727,4326,DMA-Umi Midway 1987,1,3202,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,"Derived at 1 satellite station. Information source states ""provided for historical purposes only. These parameter [values] should not be used"". Superseded by Midway 1961 to WGS 84 (2) (tfm code 15818).","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15818,Midway 1961 to WGS 84 (2),transformation,4727,4326,DMA-Umi Midway 2003,2,3202,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station. Supersedes Midway 1961 to WGS 84 (1) (tfm code 15817).,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 2, 23rd June 2004)",OGP,2006-01-26,,1,0
-15819,Pitcairn 1967 to WGS 84 (1),transformation,4729,4326,DMA-Pcn Pitcairn Isl,1,3208,Millitary and topographic mapping. Accuracy +/- 25 m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15820,Santo 1965 to WGS 84,transformation,4730,4326,DMA-Vut,1,3194,For military and topographic mapping. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15821,Viti Levu 1916 to WGS 84 (1),transformation,4731,4326,DMA-Fji,1,3195,For military and topographic mapping. Accuracy +/-25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15822,Marshall Islands 1960 to WGS 84 (1),transformation,4732,4326,DMA-Mhl 1960,1,3191,For military and topographic mapping. Accuracy +/-3 m in each axis.,6,9603,,,Derived at 10 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
-15823,Wake Island 1952 to WGS 84 (1),transformation,4733,4326,DMA-Mhl Wake,1,3190,For military and topographic mapping. Accuracy +/-25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
+15816,Tristan 1968 to WGS 84 (1),transformation,4734,4326,DMA-Shn Tris,1,3184,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Determined at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15817,Midway 1961 to WGS 84 (1),transformation,4727,4326,DMA-Umi Midway 1987,1,3202,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,"Derived at 1 satellite station. Information source states ""provided for historical purposes only. These parameter [values] should not be used"". Replaced by Midway 1961 to WGS 84 (2) (tfm code 15818).","DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-03-22,2006.89 2007.043,1,0
+15818,Midway 1961 to WGS 84 (2),transformation,4727,4326,DMA-Umi Midway 2003,2,3202,Military and topographic mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 1 satellite station. Replaces Midway 1961 to WGS 84 (1) (tfm code 15817).,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 2, 23rd June 2004)",OGP,2007-01-04,2006.89,1,0
+15819,Pitcairn 1967 to WGS 84 (1),transformation,4729,4326,DMA-Pcn Pitcairn Isl,1,3208,Millitary and topographic mapping. Accuracy +/- 25 m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15820,Santo 1965 to WGS 84 (1),transformation,4730,4326,DMA-Vut,1,3194,For military and topographic mapping. Accuracy 25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15821,Viti Levu 1916 to WGS 84 (1),transformation,4731,4326,DMA-Fji,1,3195,For military and topographic mapping. Accuracy +/-25m in each axis.,44,9603,,,Derived at 1 satellite station.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-07-30,,1,1
+15822,Marshall Islands 1960 to WGS 84 (1),transformation,4732,4326,DMA-Mhl 1960,1,3191,For military and topographic mapping. Accuracy +/-3 m in each axis.,6,9603,,,Derived at 10 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15823,Wake Island 1952 to WGS 84 (1),transformation,4733,4326,DMA-Mhl Wake,1,3190,For military and topographic mapping. Accuracy +/-25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
15824,Old Hawaiian to WGS 84 (3),transformation,4135,4326,DMA-Usa HI 1987,3,1334,"Military mapping. Accuracy +/- 25m in X axis, +/- 20m in Y and Z axes.",38,9603,,,Derived at 15 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
15825,Old Hawaiian to WGS 84 (4),transformation,4135,4326,DMA-Usa HI Haw 1991,4,1546,Military mapping. Accuracy +/- 25m in each axis.,44,9603,,,Derived at 2 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
15826,Old Hawaiian to WGS 84 (5),transformation,4135,4326,DMA-Usa HI Kauai 1991,5,1549,Military mapping. Accuracy +/- 20m in each axis.,35,9603,,,Derived at 3 satellite stations.,"DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-01-26,,1,0
@@ -1861,17 +2021,122 @@
15839,NAD83 to WGS 84 (57),transformation,4269,4326,OGP-Usa PA,57,1407,Approximation at the +/- 1m level.,1,9613,,,Parameter files are from NAD83 to NAD83(HARN) (46) (code 15838) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006-01-31,,1,0
15840,Old Hawaiian to WGS 84 (8),transformation,4135,4326,OGP-Usa HI 2m,8,1334,Accuracy of transformation consistent with equivalence of WGS 84 and NAD 84 for Hawaii Islands. +/- 1 to 2 meters.,2,9613,,,Transformation steps are from Old Hawaiian to NAD83 (1) (code 1454) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006-01-26,,1,0
15841,Puerto Rico to WGS 84 (4),transformation,4139,4326,OGP-Pri 2m,4,1194,Accuracy of transformation consistent with equivalence of WGS 84 and NAD 83 for Puerto Rico. +/- 1 to 2 meters.,2,9613,,,Transformation steps are from Puerto Rico to NAD83 (1) (code 1461) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.,OGP,OGP,2006-01-26,,1,0
-15842,Hong Kong 1963(67) to WGS 84 (1),transformation,4739,4326,UKHO-Hkg,1,1118,Military mapping. Accuracy +/- 1m.,1,9603,,,Derived at 2 satellite stations. Care: does not use Hong Kong 1963 (code 4838) as the source CRS.,"UK Hydrographic office and DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2006-02-03,,1,0
+15842,Hong Kong 1963(67) to WGS 84 (1),transformation,4739,4326,UKHO-Hkg,1,1118,Military mapping. Accuracy +/- 1m.,1,9606,,,Derived at 2 satellite stations. Care: does not use Hong Kong 1963 (code 4838) as the source CRS.,"UK Hydrographic office and DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)",OGP,2007-01-04,2006.89,1,0
+15843,PZ-90 to WGS 84 (1),transformation,4740,4326,GiK-World,1,1262,Geodetic applications. A