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 17:57:09 EST
 DP9022 ***********************************************************************
 DP9022  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP9022  DESIGNATION -  NDOR PAWNEE CITY CORS ARP
 DP9022  CORS_ID     -  NEPC
 DP9022  PID         -  DP9022
 DP9022  STATE/COUNTY-  NE/PAWNEE
 DP9022  COUNTRY     -  US
 DP9022  USGS QUAD   -  PAWNEE CITY (2017)
 DP9022
 DP9022                         *CURRENT SURVEY CONTROL
 DP9022  ______________________________________________________________________
 DP9022* NAD 83(2011) POSITION- 40 06 41.79816(N) 096 09 33.10964(W)   ADJUSTED
 DP9022* NAD 83(2011) ELLIP HT-   339.832 (meters)        (06/??/19)   ADJUSTED
 DP9022* NAD 83(2011) EPOCH   -  2010.00
 DP9022  ______________________________________________________________________
 DP9022  GEOID HEIGHT    -        -28.699 (meters)                     GEOID18
 DP9022  NAD 83(2011) X  -   -524,117.419 (meters)                     COMP
 DP9022  NAD 83(2011) Y  - -4,856,794.328 (meters)                     COMP
 DP9022  NAD 83(2011) Z  -  4,087,690.160 (meters)                     COMP
 DP9022
 DP9022.Formal positional accuracy estimates are not available for this CORS
 DP9022.because its coordinates were determined in part using modeled
 DP9022.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DP9022.and ellipsoid height can be obtained from the short-term time series.
 DP9022.Additional information regarding modeled velocities is available on
 DP9022.the CORS Coordinates for MYCS2 web page:
 DP9022.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DP9022
 DP9022.The coordinates were established by GPS observations
 DP9022.and adjusted by the National Geodetic Survey in June 2019.
 DP9022
 DP9022.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9022.been affixed to the stable North American Tectonic Plate. 
 DP9022
 DP9022.The coordinates are valid at the epoch date displayed above
 DP9022.which is a decimal equivalence of Year/Month/Day.
 DP9022
 DP9022.Due to the release of the International GNSS Service (IGS) 2014
 DP9022.realization of the International Terrestrial Reference Frame of 2014
 DP9022.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP9022.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP9022.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP9022.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP9022.currently published epoch of 2010.00.
 DP9022
 DP9022.Additional information on MYCS2 is available at
 DP9022.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP9022
 DP9022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9022.GEOID18 height accuracy estimate available here.
 DP9022
 DP9022.The PID for the CORS L1 Phase Center is DP9023.
 DP9022
 DP9022.Click photographs - Photos may exist for this station.
 DP9022
 DP9022.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP9022
 DP9022.The ellipsoidal height was determined by GPS observations
 DP9022.and is referenced to NAD 83.
 DP9022
 DP9022. The following values were computed from the NAD 83(2011) position.
 DP9022
 DP9022;                    North         East     Units Scale Factor Converg.
 DP9022;SPC NE       -    38,170.318   827,322.769   MT  0.99995142   +2 32 43.0
 DP9022;SPC NE       -   125,230.45  2,714,308.12   sFT  0.99995142   +2 32 43.0
 DP9022;UTM  14      - 4,444,013.792   742,111.860   MT  1.00032167   +1 49 52.2
 DP9022
 DP9022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9022!SPC NE       -   0.99994669  x   0.99995142  =   0.99989811
 DP9022!UTM  14      -   0.99994669  x   1.00032167  =   1.00026834
 DP9022
 DP9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4211144013(NAD 83)
 DP9022
 DP9022                          SUPERSEDED SURVEY CONTROL
 DP9022
 DP9022  NAD 83(2011)-  40 06 41.79837(N)    096 09 33.10952(W) AD(2010.00) c
 DP9022  ELLIP H (09/??/15)  339.828  (m)                       GP(2010.00) c c
 DP9022
 DP9022.Superseded values are not recommended for survey control.
 DP9022
 DP9022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP9022.See file dsdata.pdf to determine how the superseded data were derived.
 DP9022
 DP9022_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP9022
 DP9022                          STATION DESCRIPTION
 DP9022
 DP9022'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DP9022'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP9022'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP9022'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP9022'https://geodesy.noaa.gov/CORS/data.shtml
 DP9022'https://geodesy.noaa.gov/CORS




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