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 09:38:21 EST
 DE7168 ***********************************************************************
 DE7168  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE7168  DESIGNATION -  ANTLERS CORS ARP
 DE7168  CORS_ID     -  OKAN
 DE7168  PID         -  DE7168
 DE7168  STATE/COUNTY-  OK/PUSHMATAHA
 DE7168  COUNTRY     -  US
 DE7168  USGS QUAD   -  ANTLERS EAST (2019)
 DE7168
 DE7168                         *CURRENT SURVEY CONTROL
 DE7168  ______________________________________________________________________
 DE7168* NAD 83(2011) POSITION- 34 11 42.70878(N) 095 37 16.84692(W)   ADJUSTED
 DE7168* NAD 83(2011) ELLIP HT-   141.484 (meters)        (06/??/19)   ADJUSTED
 DE7168* NAD 83(2011) EPOCH   -  2010.00
 DE7168  ______________________________________________________________________
 DE7168  GEOID HEIGHT    -        -29.935 (meters)                     GEOID18
 DE7168  NAD 83(2011) X  -   -517,316.608 (meters)                     COMP
 DE7168  NAD 83(2011) Y  - -5,255,839.534 (meters)                     COMP
 DE7168  NAD 83(2011) Z  -  3,564,455.782 (meters)                     COMP
 DE7168
 DE7168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7168  Standards:
 DE7168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7168  -------------------------------------------------------------------
 DE7168  NETWORK    0.15   0.28           0.05   0.07   0.14      0.06339600
 DE7168  -------------------------------------------------------------------
 DE7168
 DE7168.The coordinates were established by GPS observations
 DE7168.and adjusted by the National Geodetic Survey in June 2019.
 DE7168
 DE7168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7168.been affixed to the stable North American Tectonic Plate. 
 DE7168
 DE7168.The coordinates are valid at the epoch date displayed above
 DE7168.which is a decimal equivalence of Year/Month/Day.
 DE7168
 DE7168.Due to the release of the International GNSS Service (IGS) 2014
 DE7168.realization of the International Terrestrial Reference Frame of 2014
 DE7168.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DE7168.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DE7168.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DE7168.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DE7168.currently published epoch of 2010.00.
 DE7168
 DE7168.Additional information on MYCS2 is available at
 DE7168.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DE7168
 DE7168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7168.GEOID18 height accuracy estimate available here.
 DE7168
 DE7168.The PID for the CORS L1 Phase Center is DQ9067.
 DE7168
 DE7168.Click photographs - Photos may exist for this station.
 DE7168
 DE7168.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE7168
 DE7168.The ellipsoidal height was determined by GPS observations
 DE7168.and is referenced to NAD 83.
 DE7168
 DE7168. The following values were computed from the NAD 83(2011) position.
 DE7168
 DE7168;                    North         East     Units Scale Factor Converg.
 DE7168;SPC OK S     -    98,183.817   819,218.172   MT  0.99995885   +1 21 00.6
 DE7168;SPC OK S     -   322,124.74  2,687,718.29   sFT  0.99995885   +1 21 00.6
 DE7168;UTM  15      - 3,786,906.144   258,448.178   MT  1.00031929   -1 28 26.2
 DE7168
 DE7168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7168!SPC OK S     -   0.99997779  x   0.99995885  =   0.99993664
 DE7168!UTM  15      -   0.99997779  x   1.00031929  =   1.00029707
 DE7168
 DE7168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5844886906(NAD 83)
 DE7168
 DE7168                          SUPERSEDED SURVEY CONTROL
 DE7168
 DE7168  NAD 83(2011)-  34 11 42.70877(N)    095 37 16.84691(W) AD(2010.00) c
 DE7168  ELLIP H (08/??/11)  141.477  (m)                       GP(2010.00) c c
 DE7168  NAD 83(CORS)-  34 11 42.70861(N)    095 37 16.84765(W) AD(2002.00) c
 DE7168  ELLIP H (09/??/02)  141.496  (m)                       GP(2002.00) c c
 DE7168
 DE7168.Superseded values are not recommended for survey control.
 DE7168
 DE7168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7168.See file dsdata.pdf to determine how the superseded data were derived.
 DE7168
 DE7168_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE7168
 DE7168                          STATION DESCRIPTION
 DE7168
 DE7168'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DE7168'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DE7168'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DE7168'ACCESSIBLE AT THE WORLDWIDE WEB.
 DE7168'https://geodesy.noaa.gov/CORS/data.shtml
 DE7168'https://geodesy.noaa.gov/CORS




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