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 15:02:44 EST
 DE6009 ***********************************************************************
 DE6009  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6009  DESIGNATION -  OKLAHOMA CITY CORS ARP
 DE6009  CORS_ID     -  OKDT
 DE6009  PID         -  DE6009
 DE6009  STATE/COUNTY-  OK/OKLAHOMA
 DE6009  COUNTRY     -  US
 DE6009  USGS QUAD   -  OKLAHOMA CITY (2018)
 DE6009
 DE6009                         *CURRENT SURVEY CONTROL
 DE6009  ______________________________________________________________________
 DE6009* NAD 83(2011) POSITION- 35 29 24.45383(N) 097 30 27.66583(W)   ADJUSTED
 DE6009* NAD 83(2011) ELLIP HT-   368.087 (meters)        (07/??/22)   ADJUSTED
 DE6009* NAD 83(2011) EPOCH   -  2010.00
 DE6009  ______________________________________________________________________
 DE6009  GEOID HEIGHT    -        -26.995 (meters)                     GEOID18
 DE6009  NAD 83(2011) X  -   -679,342.370 (meters)                     COMP
 DE6009  NAD 83(2011) Y  - -5,154,774.791 (meters)                     COMP
 DE6009  NAD 83(2011) Z  -  3,682,489.750 (meters)                     COMP
 DE6009
 DE6009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6009  Standards:
 DE6009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6009  -------------------------------------------------------------------
 DE6009  NETWORK    0.17   0.34           0.05   0.08   0.18      0.15133600
 DE6009  -------------------------------------------------------------------
 DE6009
 DE6009.The coordinates were established by GPS observations
 DE6009.and adjusted by the National Geodetic Survey in July 2022.
 DE6009
 DE6009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6009.been affixed to the stable North American Tectonic Plate. 
 DE6009
 DE6009.The coordinates are valid at the epoch date displayed above
 DE6009.which is a decimal equivalence of Year/Month/Day.
 DE6009
 DE6009.Due to the release of the International GNSS Service (IGS) 2014
 DE6009.realization of the International Terrestrial Reference Frame of 2014
 DE6009.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DE6009.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DE6009.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DE6009.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DE6009.currently published epoch of 2010.00.
 DE6009
 DE6009.Additional information on MYCS2 is available at
 DE6009.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DE6009
 DE6009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6009.GEOID18 height accuracy estimate available here.
 DE6009
 DE6009.The PID for the CORS L1 Phase Center is DQ6442.
 DE6009
 DE6009.Click photographs - Photos may exist for this station.
 DE6009
 DE6009.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6009
 DE6009.The ellipsoidal height was determined by GPS observations
 DE6009.and is referenced to NAD 83.
 DE6009
 DE6009. The following values were computed from the NAD 83(2011) position.
 DE6009
 DE6009;                    North         East     Units Scale Factor Converg.
 DE6009;SPC OK N     -    54,494.520   644,673.379   MT  1.00001477   +0 17 25.9
 DE6009;SPC OK N     -   178,787.44  2,115,065.91   sFT  1.00001477   +0 17 25.9
 DE6009;UTM  14      - 3,928,421.957   635,364.270   MT  0.99982581   +0 51 59.5
 DE6009
 DE6009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6009!SPC OK N     -   0.99994223  x   1.00001477  =   0.99995700
 DE6009!UTM  14      -   0.99994223  x   0.99982581  =   0.99976805
 DE6009
 DE6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3536428421(NAD 83)
 DE6009
 DE6009                          SUPERSEDED SURVEY CONTROL
 DE6009
 DE6009  NAD 83(2011)-  35 29 24.45381(N)    097 30 27.66622(W) AD(2010.00) c
 DE6009  ELLIP H (05/??/20)  368.088  (m)                       GP(2010.00) c c
 DE6009  NAD 83(2011)-  35 29 24.45381(N)    097 30 27.66629(W) AD(2010.00) c
 DE6009  ELLIP H (06/??/19)  368.077  (m)                       GP(2010.00) c c
 DE6009  NAD 83(2011)-  35 29 24.45375(N)    097 30 27.66636(W) AD(2010.00) c
 DE6009  ELLIP H (08/??/11)  368.074  (m)                       GP(2010.00) c c
 DE6009  NAD 83(CORS)-  35 29 24.47672(N)    097 30 27.69484(W) AD(2002.00) c
 DE6009  NAD 83(CORS)-  35 29 24.45440(N)    097 30 27.66644(W) AD(2002.00) c
 DE6009  ELLIP H (07/??/02)  368.097  (m)                       GP(2002.00) c c
 DE6009  ELLIP H (07/??/02)  366.965  (m)                       GP(2002.00) c c
 DE6009
 DE6009.Superseded values are not recommended for survey control.
 DE6009
 DE6009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6009.See file dsdata.pdf to determine how the superseded data were derived.
 DE6009
 DE6009_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6009
 DE6009                          STATION DESCRIPTION
 DE6009
 DE6009'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DE6009'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DE6009'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DE6009'ACCESSIBLE AT THE WORLDWIDE WEB.
 DE6009'https://geodesy.noaa.gov/CORS/data.shtml
 DE6009'https://geodesy.noaa.gov/CORS




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