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 04:53:38 EST
 DO8790 ***********************************************************************
 DO8790  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO8790  DESIGNATION -  ROSEBURG CORS ARP
 DO8790  CORS_ID     -  RSBG
 DO8790  PID         -  DO8790
 DO8790  STATE/COUNTY-  OR/DOUGLAS
 DO8790  COUNTRY     -  US
 DO8790  USGS QUAD   -  ROSEBURG EAST (2017)
 DO8790
 DO8790                         *CURRENT SURVEY CONTROL
 DO8790  ______________________________________________________________________
 DO8790* NAD 83(2011) POSITION- 43 14 06.04994(N) 123 21 33.72790(W)   ADJUSTED
 DO8790* NAD 83(2011) ELLIP HT-   135.624 (meters)        (06/??/19)   ADJUSTED
 DO8790* NAD 83(2011) EPOCH   -  2010.00
 DO8790  ______________________________________________________________________
 DO8790  GEOID HEIGHT    -        -23.698 (meters)                     GEOID18
 DO8790  NAD 83(2011) X  - -2,559,295.129 (meters)                     COMP
 DO8790  NAD 83(2011) Y  - -3,887,370.495 (meters)                     COMP
 DO8790  NAD 83(2011) Z  -  4,346,652.908 (meters)                     COMP
 DO8790
 DO8790  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO8790  Standards:
 DO8790         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO8790            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO8790  -------------------------------------------------------------------
 DO8790  NETWORK    0.21   0.51           0.09   0.07   0.26     -0.40586500
 DO8790  -------------------------------------------------------------------
 DO8790
 DO8790.The coordinates were established by GPS observations
 DO8790.and adjusted by the National Geodetic Survey in June 2019.
 DO8790
 DO8790.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO8790.been affixed to the stable North American Tectonic Plate. 
 DO8790
 DO8790.The coordinates are valid at the epoch date displayed above
 DO8790.which is a decimal equivalence of Year/Month/Day.
 DO8790
 DO8790.Due to the release of the International GNSS Service (IGS) 2014
 DO8790.realization of the International Terrestrial Reference Frame of 2014
 DO8790.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DO8790.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DO8790.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DO8790.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DO8790.currently published epoch of 2010.00.
 DO8790
 DO8790.Additional information on MYCS2 is available at
 DO8790.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DO8790
 DO8790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8790.GEOID18 height accuracy estimate available here.
 DO8790
 DO8790.The PID for the CORS L1 Phase Center is DR4875.
 DO8790
 DO8790.Click photographs - Photos may exist for this station.
 DO8790
 DO8790.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO8790
 DO8790.The ellipsoidal height was determined by GPS observations
 DO8790.and is referenced to NAD 83.
 DO8790
 DO8790. The following values were computed from the NAD 83(2011) position.
 DO8790
 DO8790;                    North         East     Units Scale Factor Converg.
 DO8790;SPC OR S     -   178,180.061 1,267,804.316   MT  0.99989528   -1 57 22.4
 DO8790;SPC OR S     -   584,580.25  4,159,462.98   iFT  0.99989528   -1 57 22.4
 DO8790;UTM  10      - 4,786,975.909   470,820.309   MT  0.99961047   -0 14 46.2
 DO8790
 DO8790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO8790!SPC OR S     -   0.99997873  x   0.99989528  =   0.99987401
 DO8790!UTM  10      -   0.99997873  x   0.99961047  =   0.99958921
 DO8790
 DO8790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDN7082086975(NAD 83)
 DO8790
 DO8790                          SUPERSEDED SURVEY CONTROL
 DO8790
 DO8790  NAD 83(2011)-  43 14 06.05010(N)    123 21 33.72793(W) AD(2010.00) c
 DO8790  ELLIP H (08/??/13)  135.622  (m)                       GP(2010.00) c c
 DO8790
 DO8790.Superseded values are not recommended for survey control.
 DO8790
 DO8790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8790.See file dsdata.pdf to determine how the superseded data were derived.
 DO8790
 DO8790_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO8790
 DO8790                          STATION DESCRIPTION
 DO8790
 DO8790'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DO8790'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DO8790'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DO8790'ACCESSIBLE AT THE WORLDWIDE WEB.
 DO8790'https://geodesy.noaa.gov/CORS/data.shtml
 DO8790'https://geodesy.noaa.gov/CORS




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