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 03:25:05 EST
 DN7372 ***********************************************************************
 DN7372  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN7372  DESIGNATION -  ALDERRIDGECN2006 CORS ARP
 DN7372  CORS_ID     -  P310
 DN7372  PID         -  DN7372
 DN7372  STATE/COUNTY-  CA/EL DORADO
 DN7372  COUNTRY     -  US
 DN7372  USGS QUAD   -  LEEK SPRING HILL (2018)
 DN7372
 DN7372                         *CURRENT SURVEY CONTROL
 DN7372  ______________________________________________________________________
 DN7372* NAD 83(2011) POSITION- 38 44 08.17169(N) 120 20 03.56155(W)   ADJUSTED
 DN7372* NAD 83(2011) ELLIP HT-  1791.889 (meters)        (06/??/19)   ADJUSTED
 DN7372* NAD 83(2011) EPOCH   -  2010.00
 DN7372  ______________________________________________________________________
 DN7372  GEOID HEIGHT    -        -24.603 (meters)                     GEOID18
 DN7372  NAD 83(2011) X  - -2,516,710.622 (meters)                     COMP
 DN7372  NAD 83(2011) Y  - -4,300,917.397 (meters)                     COMP
 DN7372  NAD 83(2011) Z  -  3,970,585.346 (meters)                     COMP
 DN7372
 DN7372  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7372  Standards:
 DN7372         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7372            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7372  -------------------------------------------------------------------
 DN7372  NETWORK    0.16   0.52           0.07   0.05   0.26      0.05380300
 DN7372  -------------------------------------------------------------------
 DN7372
 DN7372.The coordinates were established by GPS observations
 DN7372.and adjusted by the National Geodetic Survey in June 2019.
 DN7372
 DN7372.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7372.been affixed to the stable North American Tectonic Plate. 
 DN7372
 DN7372.The coordinates are valid at the epoch date displayed above
 DN7372.which is a decimal equivalence of Year/Month/Day.
 DN7372
 DN7372.Due to the release of the International GNSS Service (IGS) 2014
 DN7372.realization of the International Terrestrial Reference Frame of 2014
 DN7372.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DN7372.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DN7372.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DN7372.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DN7372.currently published epoch of 2010.00.
 DN7372
 DN7372.Additional information on MYCS2 is available at
 DN7372.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DN7372
 DN7372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7372.GEOID18 height accuracy estimate available here.
 DN7372
 DN7372.The PID for the CORS L1 Phase Center is DN7373.
 DN7372
 DN7372.Click photographs - Photos may exist for this station.
 DN7372
 DN7372.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN7372
 DN7372.The ellipsoidal height was determined by GPS observations
 DN7372.and is referenced to NAD 83.
 DN7372
 DN7372. The following values were computed from the NAD 83(2011) position.
 DN7372
 DN7372;                    North         East     Units Scale Factor Converg.
 DN7372;SPC CA 2     -   619,984.955 2,144,809.308   MT  0.99993313   +1 03 00.6
 DN7372;SPC CA 2     - 2,034,067.31  7,036,761.87   sFT  0.99993313   +1 03 00.6
 DN7372;UTM  10      - 4,290,810.837   731,700.583   MT  1.00026114   +1 40 07.4
 DN7372
 DN7372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7372!SPC CA 2     -   0.99971893  x   0.99993313  =   0.99965208
 DN7372!UTM  10      -   0.99971893  x   1.00026114  =   0.99998000
 DN7372
 DN7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH3170090810(NAD 83)
 DN7372
 DN7372                          SUPERSEDED SURVEY CONTROL
 DN7372
 DN7372  NAD 83(2011)-  38 44 08.17179(N)    120 20 03.56147(W) AD(2010.00) c
 DN7372  ELLIP H (04/??/12) 1791.884  (m)                       GP(2010.00) c c
 DN7372  NAD 83(CORS)-  38 44 08.16940(N)    120 20 03.55873(W) AD(2002.00) c
 DN7372  ELLIP H (04/??/12) 1791.882  (m)                       GP(2002.00) c c
 DN7372
 DN7372.Superseded values are not recommended for survey control.
 DN7372
 DN7372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7372.See file dsdata.pdf to determine how the superseded data were derived.
 DN7372
 DN7372_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DN7372
 DN7372                          STATION DESCRIPTION
 DN7372
 DN7372'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DN7372'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DN7372'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DN7372'ACCESSIBLE AT THE WORLDWIDE WEB.
 DN7372'https://geodesy.noaa.gov/CORS/data.shtml
 DN7372'https://geodesy.noaa.gov/CORS




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