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 17, 2025 20:22:45 EST
 AN7336 ***********************************************************************
 AN7336  CORS        -  This is a GPS Continuously Operating Reference Station.
 AN7336  DESIGNATION -  KWAJALEIN ATOLL CORS ARP
 AN7336  CORS_ID     -  KWJ1
 AN7336  PID         -  AN7336
 AN7336  STATE/COUNTY-  ML/KWAJALEIN
 AN7336  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 AN7336  USGS QUAD   -  
 AN7336
 AN7336                         *CURRENT SURVEY CONTROL
 AN7336  ______________________________________________________________________
 AN7336* NAD 83(PA11) POSITION- 08 43 19.90632(N) 192 16 11.06796(W)   ADJUSTED
 AN7336* NAD 83(PA11) ELLIP HT-    36.895 (meters)        (05/??/20)   ADJUSTED
 AN7336* NAD 83(PA11) EPOCH   -  2010.00
 AN7336  ______________________________________________________________________
 AN7336  GEOID HEIGHT    -         30.867 (meters)                     EGM08
 AN7336  NAD 83(PA11) X  - -6,160,880.181 (meters)                     COMP
 AN7336  NAD 83(PA11) Y  -  1,339,881.161 (meters)                     COMP
 AN7336  NAD 83(PA11) Z  -    960,809.318 (meters)                     COMP
 AN7336
 AN7336  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AN7336  Standards:
 AN7336         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AN7336            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AN7336  -------------------------------------------------------------------
 AN7336  NETWORK    0.10   0.33           0.04   0.05   0.17      0.03040300
 AN7336  -------------------------------------------------------------------
 AN7336
 AN7336.The coordinates were established by GPS observations
 AN7336.and adjusted by the National Geodetic Survey in May 2020.
 AN7336
 AN7336.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 AN7336.been affixed to the stable Pacific Tectonic Plate. 
 AN7336
 AN7336.The coordinates are valid at the epoch date displayed above
 AN7336.which is a decimal equivalence of Year/Month/Day.
 AN7336
 AN7336.Due to the release of the International GNSS Service (IGS) 2014
 AN7336.realization of the International Terrestrial Reference Frame of 2014
 AN7336.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AN7336.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AN7336.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AN7336.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AN7336.currently published epoch of 2010.00.
 AN7336
 AN7336.Additional information on MYCS2 is available at
 AN7336.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AN7336
 AN7336.Significant digits in the geoid height do not necessarily reflect accuracy.
 AN7336
 AN7336.The PID for the CORS L1 Phase Center is AN7338.
 AN7336
 AN7336.Click photographs - Photos may exist for this station.
 AN7336
 AN7336.The XYZ, and position/ellipsoidal ht. are equivalent.
 AN7336
 AN7336.The ellipsoidal height was determined by GPS observations
 AN7336.and is referenced to NAD 83.
 AN7336
 AN7336. The following values were computed from the NAD 83(PA11) position.
 AN7336
 AN7336;                    North         East     Units Scale Factor Converg.
 AN7336;UTM  58      -   965,225.276   800,428.302   MT  1.00071713   +0 24 51.6
 AN7336
 AN7336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN7336!UTM  58      -   0.99999420  x   1.00071713  =   1.00071132
 AN7336
 AN7336_U.S. NATIONAL GRID SPATIAL ADDRESS: 58PHQ0042865225(NAD 83)
 AN7336
 AN7336                          SUPERSEDED SURVEY CONTROL
 AN7336
 AN7336  NAD 83(PA11)-  08 43 19.90629(N)    192 16 11.06798(W) AD(2010.00) c
 AN7336  ELLIP H (06/??/19)   36.896  (m)                       GP(2010.00) c c
 AN7336  NAD 83(PA11)-  08 43 19.90649(N)    192 16 11.06799(W) AD(2010.00) c
 AN7336  ELLIP H (08/??/11)   36.895  (m)                       GP(2010.00) c c
 AN7336  NAD 83(CORS)-  08 43 19.90634(N)    192 16 11.06807(W) AD(2002.00) c
 AN7336  ELLIP H (10/??/02)   36.916  (m)                       GP(2002.00) c c
 AN7336  NAD 83(CORS)-  08 43 19.92056(N)    192 16 11.09225(W) AD(1993.62) c
 AN7336  ELLIP H (05/??/02)   36.858  (m)                       GP(1993.62) c c
 AN7336
 AN7336.Superseded values are not recommended for survey control.
 AN7336
 AN7336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN7336.See file dsdata.pdf to determine how the superseded data were derived.
 AN7336
 AN7336_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AN7336
 AN7336                          STATION DESCRIPTION
 AN7336
 AN7336'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
 AN7336'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AN7336'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AN7336'ACCESSIBLE AT THE WORLDWIDE WEB.
 AN7336'https://geodesy.noaa.gov/CORS/data.shtml
 AN7336'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 17, 2025 20:22:45 EST
 AN7340 ***********************************************************************
 AN7340  CORS        -  This is a GPS Continuously Operating Reference Station.
 AN7340  DESIGNATION -  KWAJALEIN CORS MON
 AN7340  CORS_ID     -  KWJ1
 AN7340  PID         -  AN7340
 AN7340  STATE/COUNTY-  ML/KWAJALEIN
 AN7340  COUNTRY     -  REPUBLIC OF MARSHAL ISLANDS
 AN7340  USGS QUAD   -  
 AN7340
 AN7340                         *CURRENT SURVEY CONTROL
 AN7340  ______________________________________________________________________
 AN7340* NAD 83(PA11) POSITION- 08 43 19.90632(N) 192 16 11.06796(W)   ADJUSTED
 AN7340* NAD 83(PA11) ELLIP HT-    36.832 (meters)        (05/??/20)   ADJUSTED
 AN7340* NAD 83(PA11) EPOCH   -  2010.00
 AN7340  ______________________________________________________________________
 AN7340  GEOID HEIGHT    -         30.867 (meters)                     EGM08
 AN7340  NAD 83(PA11) X  - -6,160,880.120 (meters)                     COMP
 AN7340  NAD 83(PA11) Y  -  1,339,881.148 (meters)                     COMP
 AN7340  NAD 83(PA11) Z  -    960,809.309 (meters)                     COMP
 AN7340
 AN7340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AN7340  Standards:
 AN7340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AN7340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AN7340  -------------------------------------------------------------------
 AN7340  NETWORK    0.10   0.33           0.04   0.05   0.17      0.03040300
 AN7340  -------------------------------------------------------------------
 AN7340
 AN7340.The horizontal coordinates were established by GPS observations
 AN7340.and adjusted by the National Geodetic Survey in May 2020.
 AN7340
 AN7340.NAD 83(PA11) refers to NAD 83 coordinates where the reference frame has 
 AN7340.been affixed to the stable Pacific Tectonic Plate. 
 AN7340
 AN7340.The horizontal coordinates are valid at the epoch date displayed above
 AN7340.which is a decimal equivalence of Year/Month/Day.
 AN7340
 AN7340.Due to the release of the International GNSS Service (IGS) 2014
 AN7340.realization of the International Terrestrial Reference Frame of 2014
 AN7340.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AN7340.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AN7340.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AN7340.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AN7340.currently published epoch of 2010.00.
 AN7340
 AN7340.Additional information on MYCS2 is available at
 AN7340.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AN7340
 AN7340.Significant digits in the geoid height do not necessarily reflect accuracy.
 AN7340
 AN7340.Click photographs - Photos may exist for this station.
 AN7340
 AN7340.The XYZ, and position/ellipsoidal ht. are equivalent.
 AN7340
 AN7340.The ellipsoidal height was determined by GPS observations
 AN7340.and is referenced to NAD 83.
 AN7340
 AN7340. The following values were computed from the NAD 83(PA11) position.
 AN7340
 AN7340;                    North         East     Units Scale Factor Converg.
 AN7340;UTM  58      -   965,225.276   800,428.302   MT  1.00071713   +0 24 51.6
 AN7340
 AN7340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN7340!UTM  58      -   0.99999421  x   1.00071713  =   1.00071133
 AN7340
 AN7340_U.S. NATIONAL GRID SPATIAL ADDRESS: 58PHQ0042865225(NAD 83)
 AN7340
 AN7340                          SUPERSEDED SURVEY CONTROL
 AN7340
 AN7340  NAD 83(PA11)-  08 43 19.90629(N)    192 16 11.06798(W) AD(2010.00) A
 AN7340  ELLIP H (06/??/19)   36.833  (m)                       GP(2010.00) 4 1
 AN7340  NAD 83(PA11)-  08 43 19.90649(N)    192 16 11.06799(W) AD(2010.00) A
 AN7340  ELLIP H (08/??/11)   36.832  (m)                       GP(2010.00) 4 1
 AN7340  NAD 83(CORS)-  08 43 19.90634(N)    192 16 11.06807(W) AD(2002.00) A
 AN7340  ELLIP H (10/??/02)   36.853  (m)                       GP(2002.00) 4 1
 AN7340  NAD 83(CORS)-  08 43 19.92056(N)    192 16 11.09225(W) AD(1993.62) A
 AN7340  ELLIP H (05/??/02)   36.795  (m)                       GP(1993.62) 4 1
 AN7340
 AN7340.Superseded values are not recommended for survey control.
 AN7340
 AN7340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN7340.See file dsdata.pdf to determine how the superseded data were derived.
 AN7340
 AN7340_STAMPING: UNKNOWN
 AN7340
 AN7340                          STATION DESCRIPTION
 AN7340
 AN7340'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'KWJ1'
 AN7340'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AN7340'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AN7340'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AN7340'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 AN7340'   https://geodesy.noaa.gov/corsdata/station_log
 AN7340'   https://geodesy.noaa.gov/CORS
 AN7340'RECOVERED AS DESCRIBED.




 *** retrieval complete.
 Elapsed Time = 00:00:07