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 18, 2025 09:39:44 EST
 DN7479 ***********************************************************************
 DN7479  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN7479  DESIGNATION -  SLAC_BARD_CN2002 CORS ARP
 DN7479  CORS_ID     -  SLAC
 DN7479  PID         -  DN7479
 DN7479  STATE/COUNTY-  CA/SAN MATEO
 DN7479  COUNTRY     -  US
 DN7479  USGS QUAD   -  PALO ALTO (2018)
 DN7479
 DN7479                         *CURRENT SURVEY CONTROL
 DN7479  ______________________________________________________________________
 DN7479* NAD 83(2011) POSITION- 37 24 59.45038(N) 122 12 15.29605(W)   ADJUSTED
 DN7479* NAD 83(2011) ELLIP HT-    64.212 (meters)        (06/??/19)   ADJUSTED
 DN7479* NAD 83(2011) EPOCH   -  2010.00
 DN7479  ______________________________________________________________________
 DN7479  GEOID HEIGHT    -        -32.583 (meters)                     GEOID18
 DN7479  NAD 83(2011) X  - -2,703,115.266 (meters)                     COMP
 DN7479  NAD 83(2011) Y  - -4,291,768.344 (meters)                     COMP
 DN7479  NAD 83(2011) Z  -  3,854,247.955 (meters)                     COMP
 DN7479
 DN7479  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7479  Standards:
 DN7479         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7479            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7479  -------------------------------------------------------------------
 DN7479  NETWORK    0.18   0.56           0.08   0.06   0.28      0.07008500
 DN7479  -------------------------------------------------------------------
 DN7479
 DN7479.The coordinates were established by GPS observations
 DN7479.and adjusted by the National Geodetic Survey in June 2019.
 DN7479
 DN7479.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7479.been affixed to the stable North American Tectonic Plate. 
 DN7479
 DN7479.The coordinates are valid at the epoch date displayed above
 DN7479.which is a decimal equivalence of Year/Month/Day.
 DN7479
 DN7479.Due to the release of the International GNSS Service (IGS) 2014
 DN7479.realization of the International Terrestrial Reference Frame of 2014
 DN7479.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DN7479.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DN7479.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DN7479.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DN7479.currently published epoch of 2010.00.
 DN7479
 DN7479.Additional information on MYCS2 is available at
 DN7479.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DN7479
 DN7479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7479.GEOID18 height accuracy estimate available here.
 DN7479
 DN7479.The PID for the CORS L1 Phase Center is DN7480.
 DN7479
 DN7479.Click photographs - Photos may exist for this station.
 DN7479
 DN7479.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN7479
 DN7479.The ellipsoidal height was determined by GPS observations
 DN7479.and is referenced to NAD 83.
 DN7479
 DN7479. The following values were computed from the NAD 83(2011) position.
 DN7479
 DN7479;                    North         East     Units Scale Factor Converg.
 DN7479;SPC CA 3     -   603,088.959 1,849,149.879   MT  0.99994613   -1 02 36.2
 DN7479;SPC CA 3     - 1,978,634.36  6,066,752.56   sFT  0.99994613   -1 02 36.2
 DN7479;UTM  10      - 4,141,376.367   570,415.331   MT  0.99966107   +0 29 00.7
 DN7479
 DN7479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7479!SPC CA 3     -   0.99998992  x   0.99994613  =   0.99993605
 DN7479!UTM  10      -   0.99998992  x   0.99966107  =   0.99965100
 DN7479
 DN7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG7041541376(NAD 83)
 DN7479
 DN7479                          SUPERSEDED SURVEY CONTROL
 DN7479
 DN7479  NAD 83(2011)-  37 24 59.45039(N)    122 12 15.29592(W) AD(2010.00) c
 DN7479  ELLIP H (04/??/12)   64.218  (m)                       GP(2010.00) c c
 DN7479  NAD 83(CORS)-  37 24 59.44257(N)    122 12 15.28892(W) AD(2002.00) c
 DN7479  ELLIP H (04/??/12)   64.215  (m)                       GP(2002.00) c c
 DN7479
 DN7479.Superseded values are not recommended for survey control.
 DN7479
 DN7479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7479.See file dsdata.pdf to determine how the superseded data were derived.
 DN7479
 DN7479_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DN7479
 DN7479                          STATION DESCRIPTION
 DN7479
 DN7479'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DN7479'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DN7479'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DN7479'ACCESSIBLE AT THE WORLDWIDE WEB.
 DN7479'https://geodesy.noaa.gov/CORS/data.shtml
 DN7479'https://geodesy.noaa.gov/CORS




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