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 16:44:04 EST
 DN7566 ***********************************************************************
 DN7566  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN7566  DESIGNATION -  MTBOARDMANCN2007 CORS ARP
 DN7566  CORS_ID     -  P254
 DN7566  PID         -  DN7566
 DN7566  STATE/COUNTY-  CA/SAN JOAQUIN
 DN7566  COUNTRY     -  US
 DN7566  USGS QUAD   -  MOUNT BOARDMAN (2018)
 DN7566
 DN7566                         *CURRENT SURVEY CONTROL
 DN7566  ______________________________________________________________________
 DN7566* NAD 83(2011) POSITION- 37 29 22.66348(N) 121 28 09.05183(W)   ADJUSTED
 DN7566* NAD 83(2011) ELLIP HT-  1076.745 (meters)        (06/??/19)   ADJUSTED
 DN7566* NAD 83(2011) EPOCH   -  2010.00
 DN7566  ______________________________________________________________________
 DN7566  GEOID HEIGHT    -        -31.202 (meters)                     GEOID18
 DN7566  NAD 83(2011) X  - -2,645,677.006 (meters)                     COMP
 DN7566  NAD 83(2011) Y  - -4,322,569.753 (meters)                     COMP
 DN7566  NAD 83(2011) Z  -  3,861,306.153 (meters)                     COMP
 DN7566
 DN7566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7566  Standards:
 DN7566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7566  -------------------------------------------------------------------
 DN7566  NETWORK    0.12   0.36           0.05   0.04   0.18      0.12082000
 DN7566  -------------------------------------------------------------------
 DN7566
 DN7566.The coordinates were established by GPS observations
 DN7566.and adjusted by the National Geodetic Survey in June 2019.
 DN7566
 DN7566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7566.been affixed to the stable North American Tectonic Plate. 
 DN7566
 DN7566.The coordinates are valid at the epoch date displayed above
 DN7566.which is a decimal equivalence of Year/Month/Day.
 DN7566
 DN7566.Due to the release of the International GNSS Service (IGS) 2014
 DN7566.realization of the International Terrestrial Reference Frame of 2014
 DN7566.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DN7566.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DN7566.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DN7566.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DN7566.currently published epoch of 2010.00.
 DN7566
 DN7566.Additional information on MYCS2 is available at
 DN7566.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DN7566
 DN7566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7566.GEOID18 height accuracy estimate available here.
 DN7566
 DN7566.The PID for the CORS L1 Phase Center is DN7567.
 DN7566
 DN7566.Click photographs - Photos may exist for this station.
 DN7566
 DN7566.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN7566
 DN7566.The ellipsoidal height was determined by GPS observations
 DN7566.and is referenced to NAD 83.
 DN7566
 DN7566. The following values were computed from the NAD 83(2011) position.
 DN7566
 DN7566;                    North         East     Units Scale Factor Converg.
 DN7566;SPC CA 3     -   610,273.431 1,914,294.597   MT  0.99993953   -0 35 36.1
 DN7566;SPC CA 3     - 2,002,205.41  6,280,481.52   sFT  0.99993953   -0 35 36.1
 DN7566;UTM  10      - 4,150,291.192   635,332.126   MT  0.99982560   +0 55 54.6
 DN7566
 DN7566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7566!SPC CA 3     -   0.99983106  x   0.99993953  =   0.99977060
 DN7566!UTM  10      -   0.99983106  x   0.99982560  =   0.99965669
 DN7566
 DN7566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG3533250291(NAD 83)
 DN7566
 DN7566                          SUPERSEDED SURVEY CONTROL
 DN7566
 DN7566  NAD 83(2011)-  37 29 22.66362(N)    121 28 09.05150(W) AD(2010.00) c
 DN7566  ELLIP H (04/??/12) 1076.741  (m)                       GP(2010.00) c c
 DN7566  NAD 83(CORS)-  37 29 22.66079(N)    121 28 09.04777(W) AD(2002.00) c
 DN7566  ELLIP H (04/??/12) 1076.746  (m)                       GP(2002.00) c c
 DN7566
 DN7566.Superseded values are not recommended for survey control.
 DN7566
 DN7566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7566.See file dsdata.pdf to determine how the superseded data were derived.
 DN7566
 DN7566_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DN7566
 DN7566                          STATION DESCRIPTION
 DN7566
 DN7566'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DN7566'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DN7566'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DN7566'ACCESSIBLE AT THE WORLDWIDE WEB.
 DN7566'https://geodesy.noaa.gov/CORS/data.shtml
 DN7566'https://geodesy.noaa.gov/CORS




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