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 19:13:18 EST
 DG9769 ***********************************************************************
 DG9769  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9769  DESIGNATION -  PERRY CORS ARP
 DG9769  CORS_ID     -  OKPR
 DG9769  PID         -  DG9769
 DG9769  STATE/COUNTY-  OK/NOBLE
 DG9769  COUNTRY     -  US
 DG9769  USGS QUAD   -  PERRY (2018)
 DG9769
 DG9769                         *CURRENT SURVEY CONTROL
 DG9769  ______________________________________________________________________
 DG9769* NAD 83(2011) POSITION- 36 16 34.46471(N) 097 19 17.97568(W)   ADJUSTED
 DG9769* NAD 83(2011) ELLIP HT-   326.270 (meters)        (07/??/22)   ADJUSTED
 DG9769* NAD 83(2011) EPOCH   -  2010.00
 DG9769  ______________________________________________________________________
 DG9769  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 DG9769  NAD 83(2011) X  -   -656,082.529 (meters)                     COMP
 DG9769  NAD 83(2011) Y  - -5,106,208.709 (meters)                     COMP
 DG9769  NAD 83(2011) Z  -  3,753,139.219 (meters)                     COMP
 DG9769
 DG9769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9769  Standards:
 DG9769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9769  -------------------------------------------------------------------
 DG9769  NETWORK    0.19   0.35           0.05   0.09   0.18      0.17510800
 DG9769  -------------------------------------------------------------------
 DG9769
 DG9769.The coordinates were established by GPS observations
 DG9769.and adjusted by the National Geodetic Survey in July 2022.
 DG9769
 DG9769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9769.been affixed to the stable North American Tectonic Plate. 
 DG9769
 DG9769.The coordinates are valid at the epoch date displayed above
 DG9769.which is a decimal equivalence of Year/Month/Day.
 DG9769
 DG9769.Due to the release of the International GNSS Service (IGS) 2014
 DG9769.realization of the International Terrestrial Reference Frame of 2014
 DG9769.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DG9769.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DG9769.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DG9769.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DG9769.currently published epoch of 2010.00.
 DG9769
 DG9769.Additional information on MYCS2 is available at
 DG9769.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DG9769
 DG9769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9769.GEOID18 height accuracy estimate available here.
 DG9769
 DG9769.The PID for the CORS L1 Phase Center is DR1477.
 DG9769
 DG9769.Click photographs - Photos may exist for this station.
 DG9769
 DG9769.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9769
 DG9769.The ellipsoidal height was determined by GPS observations
 DG9769.and is referenced to NAD 83.
 DG9769
 DG9769. The following values were computed from the NAD 83(2011) position.
 DG9769
 DG9769;                    North         East     Units Scale Factor Converg.
 DG9769;SPC OK N     -   141,815.886   660,943.918   MT  0.99994720   +0 24 01.2
 DG9769;SPC OK N     -   465,274.29  2,168,446.84   sFT  0.99994720   +0 24 01.2
 DG9769;UTM  14      - 4,015,894.768   650,742.029   MT  0.99987998   +0 59 35.6
 DG9769
 DG9769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9769!SPC OK N     -   0.99994880  x   0.99994720  =   0.99989600
 DG9769!UTM  14      -   0.99994880  x   0.99987998  =   0.99982878
 DG9769
 DG9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5074215894(NAD 83)
 DG9769
 DG9769                          SUPERSEDED SURVEY CONTROL
 DG9769
 DG9769  ELLIP H (05/??/21)  326.291  (m)                       GP(2010.00) c c
 DG9769  NAD 83(2011)-  36 16 34.46474(N)    097 19 17.97569(W) AD(2010.00) c
 DG9769  ELLIP H (06/??/19)  326.308  (m)                       GP(2010.00) c c
 DG9769  NAD 83(2011)-  36 16 34.46474(N)    097 19 17.97563(W) AD(2010.00) c
 DG9769  ELLIP H (08/??/11)  326.304  (m)                       GP(2010.00) c c
 DG9769  NAD 83(CORS)-  36 16 34.46428(N)    097 19 17.97610(W) AD(2002.00) c
 DG9769  ELLIP H (04/??/05)  326.298  (m)                       GP(2002.00) c c
 DG9769
 DG9769.Superseded values are not recommended for survey control.
 DG9769
 DG9769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9769.See file dsdata.pdf to determine how the superseded data were derived.
 DG9769
 DG9769_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9769
 DG9769                          STATION DESCRIPTION
 DG9769
 DG9769'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DG9769'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DG9769'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DG9769'ACCESSIBLE AT THE WORLDWIDE WEB.
 DG9769'https://geodesy.noaa.gov/CORS/data.shtml
 DG9769'https://geodesy.noaa.gov/CORS




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