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 18, 2025 10:31:02 EST
 AH5461 ***********************************************************************
 AH5461  HT_MOD      -  This is a Height Modernization Survey Station.
 AH5461  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH5461  DESIGNATION -  WHITNEY 1 CORS ARP
 AH5461  CORS_ID     -  WHN1
 AH5461  PID         -  AH5461
 AH5461  STATE/COUNTY-  NE/DAWES
 AH5461  COUNTRY     -  US
 AH5461  USGS QUAD   -  CROW BUTTE (2017)
 AH5461
 AH5461                         *CURRENT SURVEY CONTROL
 AH5461  ______________________________________________________________________
 AH5461* NAD 83(2011) POSITION- 42 44 21.50891(N) 103 19 43.56812(W)   ADJUSTED
 AH5461* NAD 83(2011) ELLIP HT-  1054.331 (meters)        (06/??/19)   ADJUSTED
 AH5461* NAD 83(2011) EPOCH   -  2010.00
 AH5461* NAVD 88 ORTHO HEIGHT -  1072.01  (meters)     3517.1   (feet) GPS OBS
 AH5461  ______________________________________________________________________
 AH5461  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AH5461  GEOID HEIGHT    -        -17.591 (meters)                     GEOID99
 AH5461  GEOID HEIGHT    -        -17.692 (meters)                     GEOID18
 AH5461  NAD 83(2011) X  - -1,081,785.155 (meters)                     COMP
 AH5461  NAD 83(2011) Y  - -4,566,031.430 (meters)                     COMP
 AH5461  NAD 83(2011) Z  -  4,306,992.197 (meters)                     COMP
 AH5461
 AH5461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH5461  Standards:
 AH5461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH5461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH5461  -------------------------------------------------------------------
 AH5461  NETWORK    0.16   0.47           0.07   0.06   0.24      0.07464900
 AH5461  -------------------------------------------------------------------
 AH5461
 AH5461.The coordinates were established by GPS observations
 AH5461.and adjusted by the National Geodetic Survey in June 2019.
 AH5461
 AH5461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH5461.been affixed to the stable North American Tectonic Plate. 
 AH5461
 AH5461.The coordinates are valid at the epoch date displayed above
 AH5461.which is a decimal equivalence of Year/Month/Day.
 AH5461
 AH5461.Due to the release of the International GNSS Service (IGS) 2014
 AH5461.realization of the International Terrestrial Reference Frame of 2014
 AH5461.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AH5461.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AH5461.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AH5461.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AH5461.currently published epoch of 2010.00.
 AH5461
 AH5461.Additional information on MYCS2 is available at
 AH5461.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AH5461
 AH5461.The orthometric height was determined by GPS observations and a
 AH5461.high-resolution geoid model using precise GPS observation and
 AH5461.processing techniques.
 AH5461
 AH5461.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5461.GEOID18 height accuracy estimate available here.
 AH5461
 AH5461.The PID for the CORS L1 Phase Center is AJ7950.
 AH5461
 AH5461.Click photographs - Photos may exist for this station.
 AH5461
 AH5461.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH5461
 AH5461.The ellipsoidal height was determined by GPS observations
 AH5461.and is referenced to NAD 83.
 AH5461
 AH5461. The following values were computed from the NAD 83(2011) position.
 AH5461
 AH5461;                    North         East     Units Scale Factor Converg.
 AH5461;SPC NE       -   327,908.595   227,521.342   MT  0.99989091   -2 12 21.5
 AH5461;SPC NE       - 1,075,813.45    746,459.60   sFT  0.99989091   -2 12 21.5
 AH5461;UTM  13      - 4,733,220.231   636,795.321   MT  0.99983022   +1 08 03.8
 AH5461
 AH5461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5461!SPC NE       -   0.99983468  x   0.99989091  =   0.99972561
 AH5461!UTM  13      -   0.99983468  x   0.99983022  =   0.99966493
 AH5461
 AH5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFH3679533220(NAD 83)
 AH5461
 AH5461                          SUPERSEDED SURVEY CONTROL
 AH5461
 AH5461  ELLIP H (06/27/12) 1054.314  (m)                       GP(2010.00) 0 0
 AH5461  NAD 83(2011)-  42 44 21.50867(N)    103 19 43.56814(W) AD(2010.00) c
 AH5461  NAD 83(2011)-  42 44 21.50891(N)    103 19 43.56809(W) AD(2010.00) c
 AH5461  ELLIP H (08/??/11) 1054.331  (m)                       GP(2010.00) c c
 AH5461  ELLIP H (02/10/07) 1054.342  (m)                       GP(2002.00)    
 AH5461  NAD 83(2007)-  42 44 21.50848(N)    103 19 43.56913(W) AD(2002.00) c
 AH5461  NAD 83(CORS)-  42 44 21.50848(N)    103 19 43.56913(W) AD(2002.00) c
 AH5461  ELLIP H (03/??/02) 1054.342  (m)                       GP(2002.00) c c
 AH5461  NAD 83(CORS)-  42 44 21.50855(N)    103 19 43.56929(W) AD(1997.00) c
 AH5461  ELLIP H (11/??/98) 1054.338  (m)                       GP(1997.00) c c
 AH5461
 AH5461.Superseded values are not recommended for survey control.
 AH5461
 AH5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5461.See file dsdata.pdf to determine how the superseded data were derived.
 AH5461
 AH5461_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH5461
 AH5461                          STATION DESCRIPTION
 AH5461
 AH5461'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AH5461'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AH5461'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AH5461'ACCESSIBLE AT THE WORLDWIDE WEB.
 AH5461'https://geodesy.noaa.gov/CORS/data.shtml
 AH5461'https://geodesy.noaa.gov/CORS




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