The NGS Data Sheet

See file dsdata.pdf for more information about the datasheet.
PROGRAM = datasheet95, VERSION = 8.12.5.19
Starting Datasheet Retrieval...
1    National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 10:14:35 EST
 DI2149 ***********************************************************************
 DI2149  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2149  DESIGNATION -  ST. THOMAS CORS ARP
 DI2149  CORS_ID     -  VITH
 DI2149  PID         -  DI2149
 DI2149  STATE/COUNTY-  VQ/ST THOMAS
 DI2149  COUNTRY     -  US
 DI2149  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DI2149
 DI2149                         *CURRENT SURVEY CONTROL
 DI2149  ______________________________________________________________________
 DI2149* NAD 83(2011) POSITION- 18 20 35.97818(N) 064 58 09.17133(W)   ADJUSTED
 DI2149* NAD 83(2011) ELLIP HT-     6.378 (meters)        (06/??/19)   ADJUSTED
 DI2149* NAD 83(2011) EPOCH   -  2010.00
 DI2149  ______________________________________________________________________
 DI2149  GEOID HEIGHT    -        -42.187 (meters)                     GEOID18
 DI2149  NAD 83(2011) X  -  2,562,351.850 (meters)                     COMP
 DI2149  NAD 83(2011) Y  - -5,487,281.657 (meters)                     COMP
 DI2149  NAD 83(2011) Z  -  1,994,491.489 (meters)                     COMP
 DI2149
 DI2149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2149  Standards:
 DI2149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2149  -------------------------------------------------------------------
 DI2149  NETWORK    0.16   0.54           0.06   0.07   0.28      0.03243700
 DI2149  -------------------------------------------------------------------
 DI2149
 DI2149.The coordinates were established by GPS observations
 DI2149.and adjusted by the National Geodetic Survey in June 2019.
 DI2149
 DI2149.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2149.been affixed to the stable North American Tectonic Plate. 
 DI2149
 DI2149.The coordinates are valid at the epoch date displayed above
 DI2149.which is a decimal equivalence of Year/Month/Day.
 DI2149
 DI2149.Due to the release of the International GNSS Service (IGS) 2014
 DI2149.realization of the International Terrestrial Reference Frame of 2014
 DI2149.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DI2149.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DI2149.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DI2149.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DI2149.currently published epoch of 2010.00.
 DI2149
 DI2149.Additional information on MYCS2 is available at
 DI2149.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DI2149
 DI2149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2149.GEOID18 height accuracy estimate available here.
 DI2149
 DI2149.The PID for the CORS L1 Phase Center is DI2150.
 DI2149
 DI2149.Click photographs - Photos may exist for this station.
 DI2149
 DI2149.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2149
 DI2149.The ellipsoidal height was determined by GPS observations
 DI2149.and is referenced to NAD 83.
 DI2149
 DI2149. The following values were computed from the NAD 83(2011) position.
 DI2149
 DI2149;                    North         East     Units Scale Factor Converg.
 DI2149;SPC PRVI     -   257,065.529   354,752.367   MT  0.99999578   +0 27 29.2
 DI2149;UTM  20      - 2,029,296.329   291,907.885   MT  1.00013536   -0 37 11.8
 DI2149
 DI2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2149!SPC PRVI     -   0.99999900  x   0.99999578  =   0.99999478
 DI2149!UTM  20      -   0.99999900  x   1.00013536  =   1.00013436
 DI2149
 DI2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9190729296(NAD 83)
 DI2149
 DI2149                          SUPERSEDED SURVEY CONTROL
 DI2149
 DI2149  NAD 83(2011)-  18 20 35.97813(N)    064 58 09.17131(W) AD(2010.00) c
 DI2149  ELLIP H (08/??/11)    6.380  (m)                       GP(2010.00) c c
 DI2149  NAD 83(CORS)-  18 20 35.97708(N)    064 58 09.17651(W) AD(2002.00) c
 DI2149  ELLIP H (10/??/06)    6.366  (m)                       GP(2002.00) c c
 DI2149
 DI2149.Superseded values are not recommended for survey control.
 DI2149
 DI2149.NGS no longer adjusts projects to the PR datum.
 DI2149.See file dsdata.pdf to determine how the superseded data were derived.
 DI2149
 DI2149_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI2149
 DI2149                          STATION DESCRIPTION
 DI2149
 DI2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DI2149'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DI2149'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DI2149'ACCESSIBLE AT THE WORLDWIDE WEB.
 DI2149'https://geodesy.noaa.gov/CORS/data.shtml
 DI2149'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 10:14:35 EST
 DI2151 ***********************************************************************
 DI2151  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2151  DESIGNATION -  ST. THOMAS CORS MON
 DI2151  CORS_ID     -  VITH
 DI2151  PID         -  DI2151
 DI2151  STATE/COUNTY-  VQ/ST THOMAS
 DI2151  COUNTRY     -  US
 DI2151  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DI2151
 DI2151                         *CURRENT SURVEY CONTROL
 DI2151  ______________________________________________________________________
 DI2151* NAD 83(2011) POSITION- 18 20 35.97818(N) 064 58 09.17133(W)   ADJUSTED
 DI2151* NAD 83(2011) ELLIP HT-     6.298 (meters)        (06/??/19)   ADJUSTED
 DI2151* NAD 83(2011) EPOCH   -  2010.00
 DI2151  ______________________________________________________________________
 DI2151  GEOID HEIGHT    -        -42.187 (meters)                     GEOID18
 DI2151  NAD 83(2011) X  -  2,562,351.818 (meters)                     COMP
 DI2151  NAD 83(2011) Y  - -5,487,281.588 (meters)                     COMP
 DI2151  NAD 83(2011) Z  -  1,994,491.464 (meters)                     COMP
 DI2151  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 DI2151
 DI2151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2151  Standards:
 DI2151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2151  -------------------------------------------------------------------
 DI2151  NETWORK    0.16   0.54           0.06   0.07   0.28      0.03243700
 DI2151  -------------------------------------------------------------------
 DI2151
 DI2151.The horizontal coordinates were established by GPS observations
 DI2151.and adjusted by the National Geodetic Survey in June 2019.
 DI2151
 DI2151.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2151.been affixed to the stable North American Tectonic Plate. 
 DI2151
 DI2151.The horizontal coordinates are valid at the epoch date displayed above
 DI2151.which is a decimal equivalence of Year/Month/Day.
 DI2151
 DI2151.Due to the release of the International GNSS Service (IGS) 2014
 DI2151.realization of the International Terrestrial Reference Frame of 2014
 DI2151.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DI2151.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DI2151.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DI2151.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DI2151.currently published epoch of 2010.00.
 DI2151
 DI2151.Additional information on MYCS2 is available at
 DI2151.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DI2151
 DI2151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2151.GEOID18 height accuracy estimate available here.
 DI2151
 DI2151.Click photographs - Photos may exist for this station.
 DI2151
 DI2151.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2151
 DI2151.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2151
 DI2151.The ellipsoidal height was determined by GPS observations
 DI2151.and is referenced to NAD 83.
 DI2151
 DI2151. The following values were computed from the NAD 83(2011) position.
 DI2151
 DI2151;                    North         East     Units Scale Factor Converg.
 DI2151;SPC PRVI     -   257,065.529   354,752.367   MT  0.99999578   +0 27 29.2
 DI2151;UTM  20      - 2,029,296.329   291,907.885   MT  1.00013536   -0 37 11.8
 DI2151
 DI2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2151!SPC PRVI     -   0.99999901  x   0.99999578  =   0.99999479
 DI2151!UTM  20      -   0.99999901  x   1.00013536  =   1.00013437
 DI2151
 DI2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9190729296(NAD 83)
 DI2151
 DI2151                          SUPERSEDED SURVEY CONTROL
 DI2151
 DI2151  NAD 83(2011)-  18 20 35.97813(N)    064 58 09.17131(W) AD(2010.00) A
 DI2151  ELLIP H (08/??/11)    6.301  (m)                       GP(2010.00) 4 1
 DI2151  NAD 83(CORS)-  18 20 35.97708(N)    064 58 09.17651(W) AD(2002.00) A
 DI2151  ELLIP H (10/??/06)    6.286  (m)                       GP(2002.00) 4 1
 DI2151
 DI2151.Superseded values are not recommended for survey control.
 DI2151
 DI2151.NGS no longer adjusts projects to the PR datum.
 DI2151.See file dsdata.pdf to determine how the superseded data were derived.
 DI2151
 DI2151_STAMPING: UNKNOWN
 DI2151
 DI2151                          STATION DESCRIPTION
 DI2151
 DI2151'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'VITH'
 DI2151'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DI2151'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI2151'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI2151'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DI2151'   https://geodesy.noaa.gov/corsdata/station_log
 DI2151'   https://geodesy.noaa.gov/CORS
 DI2151'RECOVERED AS DESCRIBED.




 *** retrieval complete.
 Elapsed Time = 00:00:03