














                                  SURVEY CONTROL DATA
                                
                             STATE=GT
                             [JULY  2, 2012       ]
                              Version = 7.88.4
1        National Geodetic Survey,   Retrieval Date = JULY  2, 2012
 AI7441 ***********************************************************************
 AI7441  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7441  DESIGNATION -  GUATEMALA CITY CORS ARP
 AI7441  CORS_ID     -  GUAT
 AI7441  PID         -  AI7441
 AI7441  STATE/COUNTY-  GT/
 AI7441  COUNTRY     -  GT
 AI7441  USGS QUAD   -  
 AI7441
 AI7441                         *CURRENT SURVEY CONTROL
 AI7441  ______________________________________________________________________
 AI7441* NAD 83(CORS) POSITION- 14 35 25.44880(N) 090 31 12.63778(W)   ADJUSTED  
 AI7441* NAD 83(CORS) ELLIP HT-  1521.562 (meters)        (08/??/07)   ADJUSTED
 AI7441* NAD 83(CORS) EPOCH   -  2002.00
 AI7441* LMSL    ORTHO HEIGHT -          **(meters)           **(feet)           
 AI7441  ______________________________________________________________________
 AI7441  NAD 83(CORS) X  -    -56,062.978 (meters)                     COMP
 AI7441  NAD 83(CORS) Y  - -6,174,980.357 (meters)                     COMP
 AI7441  NAD 83(CORS) Z  -  1,596,665.513 (meters)                     COMP
 AI7441  GEOID HEIGHT    -          2.56  (meters)                     EGM08
 AI7441  HORZ ORDER      -  SPECIAL (CORS)
 AI7441  ELLP ORDER      -  SPECIAL (CORS)
 AI7441
 AI7441.The coordinates were established by GPS observations
 AI7441.and adjusted by the National Geodetic Survey in August 2007.
 AI7441
 AI7441.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 AI7441
 AI7441.The coordinates are valid at the epoch date displayed above
 AI7441.which is a decimal equivalence of Year/Month/Day.
 AI7441
 AI7441.The PID for the CORS L1 Phase Center is AI7442.
 AI7441
 AI7441.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7441
 AI7441.The ellipsoidal height was determined by GPS observations
 AI7441.and is referenced to NAD 83.
 AI7441
 AI7441
 AI7441                          SUPERSEDED SURVEY CONTROL
 AI7441
 AI7441  NAD 83(CORS)-  14 35 25.44852(N)    090 31 12.63838(W) AD(2002.00) c
 AI7441  ELLIP H (03/??/02) 1521.572  (m)                       GP(2002.00) c c
 AI7441  NAD 83(CORS)-  14 35 25.44833(N)    090 31 12.64025(W) AD(1997.00) c
 AI7441  ELLIP H (09/??/00) 1521.574  (m)                       GP(1997.00) c c
 AI7441
 AI7441.Superseded values are not recommended for survey control.
 AI7441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7441.See file dsdata.txt to determine how the superseded data were derived.
 AI7441
 AI7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15PYS6717314480(NAD 83)
 AI7441
 AI7441_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI7441
 AI7441                          STATION DESCRIPTION
 AI7441
 AI7441'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 AI7441'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7441'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7441'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7441'   ftp://cors.ngs.noaa.gov/cors/README.txt
 AI7441'   ftp://cors.ngs.noaa.gov/cors/coord/coord_08 
 AI7441'   ftp://cors.ngs.noaa.gov/cors/station_log 
 AI7441'   http://geodesy.noaa.gov/CORS
1        National Geodetic Survey,   Retrieval Date = JULY  2, 2012
 AI7442 ***********************************************************************
 AI7442  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7442  DESIGNATION -  GUATEMALA CITY CORS L1 PHASE CENTER
 AI7442  CORS_ID     -  GUAT
 AI7442  PID         -  AI7442
 AI7442  STATE/COUNTY-  GT/
 AI7442  COUNTRY     -  GT
 AI7442  USGS QUAD   -  
 AI7442
 AI7442                         *CURRENT SURVEY CONTROL
 AI7442  ______________________________________________________________________
 AI7442* NAD 83(CORS) POSITION- 14 35 25.44884(N) 090 31 12.63777(W)   ADJUSTED  
 AI7442* NAD 83(CORS) ELLIP HT-  1521.672 (meters)        (08/??/07)   ADJUSTED
 AI7442* NAD 83(CORS) EPOCH   -  2002.00
 AI7442* LMSL    ORTHO HEIGHT -          **(meters)           **(feet)           
 AI7442  ______________________________________________________________________
 AI7442  NAD 83(CORS) X  -    -56,062.978 (meters)                     COMP
 AI7442  NAD 83(CORS) Y  - -6,174,980.463 (meters)                     COMP
 AI7442  NAD 83(CORS) Z  -  1,596,665.542 (meters)                     COMP
 AI7442  GEOID HEIGHT    -          2.56  (meters)                     EGM08
 AI7442  HORZ ORDER      -  SPECIAL (CORS)
 AI7442  ELLP ORDER      -  SPECIAL (CORS)
 AI7442
 AI7442.The coordinates were established by GPS observations
 AI7442.and adjusted by the National Geodetic Survey in August 2007.
 AI7442
 AI7442.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 AI7442
 AI7442.The coordinates are valid at the epoch date displayed above
 AI7442.which is a decimal equivalence of Year/Month/Day.
 AI7442
 AI7442.The PID for the CORS ARP is AI7441.
 AI7442
 AI7442.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7442
 AI7442.The ellipsoidal height was determined by GPS observations
 AI7442.and is referenced to NAD 83.
 AI7442
 AI7442
 AI7442                          SUPERSEDED SURVEY CONTROL
 AI7442
 AI7442  NAD 83(CORS)-  14 35 25.44856(N)    090 31 12.63836(W) AD(2002.00) c
 AI7442  ELLIP H (03/??/02) 1521.682  (m)                       GP(2002.00) c c
 AI7442  NAD 83(CORS)-  14 35 25.44837(N)    090 31 12.64023(W) AD(1997.00) c
 AI7442  ELLIP H (09/??/00) 1521.684  (m)                       GP(1997.00) c c
 AI7442
 AI7442.Superseded values are not recommended for survey control.
 AI7442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7442.See file dsdata.txt to determine how the superseded data were derived.
 AI7442
 AI7442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15PYS6717314480(NAD 83)
 AI7442
 AI7442_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI7442
 AI7442                          STATION DESCRIPTION
 AI7442
 AI7442'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI7442'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7442'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7442'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7442'   ftp://cors.ngs.noaa.gov/cors/README.txt
 AI7442'   ftp://cors.ngs.noaa.gov/cors/coord/coord_08 
 AI7442'   ftp://cors.ngs.noaa.gov/cors/station_log 
 AI7442'   http://geodesy.noaa.gov/CORS
1        National Geodetic Survey,   Retrieval Date = JULY  2, 2012
 DE6346 ***********************************************************************
 DE6346  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6346  DESIGNATION -  HUEHUETENANGO CORS ARP
 DE6346  CORS_ID     -  HUEH
 DE6346  PID         -  DE6346
 DE6346  STATE/COUNTY-  GT/
 DE6346  COUNTRY     -  GT
 DE6346  USGS QUAD   -  
 DE6346
 DE6346                         *CURRENT SURVEY CONTROL
 DE6346  ______________________________________________________________________
 DE6346* NAD 83(CORS) POSITION- 15 19 05.30527(N) 091 30 09.66957(W)   ADJUSTED  
 DE6346* NAD 83(CORS) ELLIP HT-  1879.845 (meters)        (08/??/02)   ADJUSTED
 DE6346* NAD 83(CORS) EPOCH   -  2002.00
 DE6346* LMSL    ORTHO HEIGHT -          **(meters)           **(feet)           
 DE6346  ______________________________________________________________________
 DE6346  NAD 83(CORS) X  -   -161,402.231 (meters)                     COMP
 DE6346  NAD 83(CORS) Y  - -6,152,680.111 (meters)                     COMP
 DE6346  NAD 83(CORS) Z  -  1,674,574.105 (meters)                     COMP
 DE6346  GEOID HEIGHT    -          4.30  (meters)                     EGM08
 DE6346  HORZ ORDER      -  SPECIAL (CORS)
 DE6346  ELLP ORDER      -  SPECIAL (CORS)
 DE6346
 DE6346.The coordinates were established by GPS observations
 DE6346.and adjusted by the National Geodetic Survey in August 2002.
 DE6346
 DE6346.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 DE6346
 DE6346.The coordinates are valid at the epoch date displayed above
 DE6346.which is a decimal equivalence of Year/Month/Day.
 DE6346
 DE6346.The PID for the CORS L1 Phase Center is DE6347.
 DE6346
 DE6346.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6346
 DE6346.The ellipsoidal height was determined by GPS observations
 DE6346.and is referenced to NAD 83.
 DE6346
 DE6346
 DE6346                          SUPERSEDED SURVEY CONTROL
 DE6346
 DE6346.No superseded survey control is available for this station.
 DE6346
 DE6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15PXS6074794069(NAD 83)
 DE6346
 DE6346_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6346
 DE6346                          STATION DESCRIPTION
 DE6346
 DE6346'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6346'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE6346'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE6346'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE6346'   ftp://cors.ngs.noaa.gov/cors/README.txt
 DE6346'   ftp://cors.ngs.noaa.gov/cors/coord/coord_08 
 DE6346'   ftp://cors.ngs.noaa.gov/cors/station_log 
 DE6346'   http://geodesy.noaa.gov/CORS
1        National Geodetic Survey,   Retrieval Date = JULY  2, 2012
 DE6347 ***********************************************************************
 DE6347  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6347  DESIGNATION -  HUEHUETENANGO CORS L1 PHASE CENTER
 DE6347  CORS_ID     -  HUEH
 DE6347  PID         -  DE6347
 DE6347  STATE/COUNTY-  GT/
 DE6347  COUNTRY     -  GT
 DE6347  USGS QUAD   -  
 DE6347
 DE6347                         *CURRENT SURVEY CONTROL
 DE6347  ______________________________________________________________________
 DE6347* NAD 83(CORS) POSITION- 15 19 05.30531(N) 091 30 09.66955(W)   ADJUSTED  
 DE6347* NAD 83(CORS) ELLIP HT-  1879.955 (meters)        (08/??/02)   ADJUSTED
 DE6347* NAD 83(CORS) EPOCH   -  2002.00
 DE6347* LMSL    ORTHO HEIGHT -          **(meters)           **(feet)           
 DE6347  ______________________________________________________________________
 DE6347  NAD 83(CORS) X  -   -161,402.233 (meters)                     COMP
 DE6347  NAD 83(CORS) Y  - -6,152,680.217 (meters)                     COMP
 DE6347  NAD 83(CORS) Z  -  1,674,574.135 (meters)                     COMP
 DE6347  GEOID HEIGHT    -          4.30  (meters)                     EGM08
 DE6347  HORZ ORDER      -  SPECIAL (CORS)
 DE6347  ELLP ORDER      -  SPECIAL (CORS)
 DE6347
 DE6347.The coordinates were established by GPS observations
 DE6347.and adjusted by the National Geodetic Survey in August 2002.
 DE6347
 DE6347.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 DE6347
 DE6347.The coordinates are valid at the epoch date displayed above
 DE6347.which is a decimal equivalence of Year/Month/Day.
 DE6347
 DE6347.The PID for the CORS ARP is DE6346.
 DE6347
 DE6347.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6347
 DE6347.The ellipsoidal height was determined by GPS observations
 DE6347.and is referenced to NAD 83.
 DE6347
 DE6347
 DE6347                          SUPERSEDED SURVEY CONTROL
 DE6347
 DE6347.No superseded survey control is available for this station.
 DE6347
 DE6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15PXS6074794069(NAD 83)
 DE6347
 DE6347_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE6347
 DE6347                          STATION DESCRIPTION
 DE6347
 DE6347'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE6347'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE6347'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE6347'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE6347'   ftp://cors.ngs.noaa.gov/cors/README.txt
 DE6347'   ftp://cors.ngs.noaa.gov/cors/coord/coord_08 
 DE6347'   ftp://cors.ngs.noaa.gov/cors/station_log 
 DE6347'   http://geodesy.noaa.gov/CORS
1        National Geodetic Survey,   Retrieval Date = JULY  2, 2012
 AJ8058 ***********************************************************************
 AJ8058  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8058  DESIGNATION -  SANTA ELENA CORS ARP
 AJ8058  CORS_ID     -  ELEN
 AJ8058  PID         -  AJ8058
 AJ8058  STATE/COUNTY-  GT/
 AJ8058  COUNTRY     -  GT
 AJ8058  USGS QUAD   -  
 AJ8058
 AJ8058                         *CURRENT SURVEY CONTROL
 AJ8058  ______________________________________________________________________
 AJ8058* NAD 83(CORS) POSITION- 16 54 57.79348(N) 089 52 03.38770(W)   ADJUSTED  
 AJ8058* NAD 83(CORS) ELLIP HT-   119.788 (meters)        (03/??/02)   ADJUSTED
 AJ8058* NAD 83(CORS) EPOCH   -  2002.00
 AJ8058* LMSL    ORTHO HEIGHT -          **(meters)           **(feet)           
 AJ8058  ______________________________________________________________________
 AJ8058  NAD 83(CORS) X  -     14,104.418 (meters)                     COMP
 AJ8058  NAD 83(CORS) Y  - -6,103,996.682 (meters)                     COMP
 AJ8058  NAD 83(CORS) Z  -  1,843,981.984 (meters)                     COMP
 AJ8058  GEOID HEIGHT    -         -4.42  (meters)                     EGM08
 AJ8058  HORZ ORDER      -  SPECIAL (CORS)
 AJ8058  ELLP ORDER      -  SPECIAL (CORS)
 AJ8058
 AJ8058.The coordinates were established by GPS observations
 AJ8058.and adjusted by the National Geodetic Survey in March 2002.
 AJ8058
 AJ8058.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 AJ8058
 AJ8058.The coordinates are valid at the epoch date displayed above
 AJ8058.which is a decimal equivalence of Year/Month/Day.
 AJ8058
 AJ8058.The PID for the CORS L1 Phase Center is AJ8059.
 AJ8058
 AJ8058.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8058
 AJ8058.The ellipsoidal height was determined by GPS observations
 AJ8058.and is referenced to NAD 83.
 AJ8058
 AJ8058
 AJ8058                          SUPERSEDED SURVEY CONTROL
 AJ8058
 AJ8058  NAD 83(CORS)-  16 54 57.79345(N)    089 52 03.38771(W) AD(1997.00) c
 AJ8058  ELLIP H (03/??/02)  119.792  (m)                       GP(1997.00) c c
 AJ8058
 AJ8058.Superseded values are not recommended for survey control.
 AJ8058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8058.See file dsdata.txt to determine how the superseded data were derived.
 AJ8058
 AJ8058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16QAD9452072494(NAD 83)
 AJ8058
 AJ8058_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ8058
 AJ8058                          STATION DESCRIPTION
 AJ8058
 AJ8058'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ8058'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8058'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8058'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8058'   ftp://cors.ngs.noaa.gov/cors/README.txt
 AJ8058'   ftp://cors.ngs.noaa.gov/cors/coord/coord_08 
 AJ8058'   ftp://cors.ngs.noaa.gov/cors/station_log 
 AJ8058'   http://geodesy.noaa.gov/CORS
1        National Geodetic Survey,   Retrieval Date = JULY  2, 2012
 AJ8059 ***********************************************************************
 AJ8059  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8059  DESIGNATION -  SANTA ELENA CORS L1 PHASE CENTER
 AJ8059  CORS_ID     -  ELEN
 AJ8059  PID         -  AJ8059
 AJ8059  STATE/COUNTY-  GT/
 AJ8059  COUNTRY     -  GT
 AJ8059  USGS QUAD   -  
 AJ8059
 AJ8059                         *CURRENT SURVEY CONTROL
 AJ8059  ______________________________________________________________________
 AJ8059* NAD 83(CORS) POSITION- 16 54 57.79352(N) 089 52 03.38769(W)   ADJUSTED  
 AJ8059* NAD 83(CORS) ELLIP HT-   119.898 (meters)        (03/??/02)   ADJUSTED
 AJ8059* NAD 83(CORS) EPOCH   -  2002.00
 AJ8059* LMSL    ORTHO HEIGHT -          **(meters)           **(feet)           
 AJ8059  ______________________________________________________________________
 AJ8059  NAD 83(CORS) X  -     14,104.419 (meters)                     COMP
 AJ8059  NAD 83(CORS) Y  - -6,103,996.786 (meters)                     COMP
 AJ8059  NAD 83(CORS) Z  -  1,843,982.017 (meters)                     COMP
 AJ8059  GEOID HEIGHT    -         -4.42  (meters)                     EGM08
 AJ8059  HORZ ORDER      -  SPECIAL (CORS)
 AJ8059  ELLP ORDER      -  SPECIAL (CORS)
 AJ8059
 AJ8059.The coordinates were established by GPS observations
 AJ8059.and adjusted by the National Geodetic Survey in March 2002.
 AJ8059
 AJ8059.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 AJ8059
 AJ8059.The coordinates are valid at the epoch date displayed above
 AJ8059.which is a decimal equivalence of Year/Month/Day.
 AJ8059
 AJ8059.The PID for the CORS ARP is AJ8058.
 AJ8059
 AJ8059.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8059
 AJ8059.The ellipsoidal height was determined by GPS observations
 AJ8059.and is referenced to NAD 83.
 AJ8059
 AJ8059
 AJ8059                          SUPERSEDED SURVEY CONTROL
 AJ8059
 AJ8059  NAD 83(CORS)-  16 54 57.79349(N)    089 52 03.38769(W) AD(1997.00) c
 AJ8059  ELLIP H (03/??/02)  119.902  (m)                       GP(1997.00) c c
 AJ8059
 AJ8059.Superseded values are not recommended for survey control.
 AJ8059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8059.See file dsdata.txt to determine how the superseded data were derived.
 AJ8059
 AJ8059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16QAD9452072494(NAD 83)
 AJ8059
 AJ8059_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ8059
 AJ8059                          STATION DESCRIPTION
 AJ8059
 AJ8059'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ8059'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8059'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8059'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8059'   ftp://cors.ngs.noaa.gov/cors/README.txt
 AJ8059'   ftp://cors.ngs.noaa.gov/cors/coord/coord_08 
 AJ8059'   ftp://cors.ngs.noaa.gov/cors/station_log 
 AJ8059'   http://geodesy.noaa.gov/CORS

 *** retrieval complete.
