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 05:55:26 EST
 DL7689 ***********************************************************************
 DL7689  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL7689  DESIGNATION -  CRU1_SCGN_CS2000 CORS ARP
 DL7689  CORS_ID     -  CRU1
 DL7689  PID         -  DL7689
 DL7689  STATE/COUNTY-  CA/SANTA BARBARA
 DL7689  COUNTRY     -  US
 DL7689  USGS QUAD   -  SANTA CRUZ ISLAND B (2018)
 DL7689
 DL7689                         *CURRENT SURVEY CONTROL
 DL7689  ______________________________________________________________________
 DL7689* NAD 83(2011) POSITION- 34 01 45.32434(N) 119 47 05.27204(W)   ADJUSTED
 DL7689* NAD 83(2011) ELLIP HT-   702.848 (meters)        (06/??/19)   ADJUSTED
 DL7689* NAD 83(2011) EPOCH   -  2010.00
 DL7689  ______________________________________________________________________
 DL7689  GEOID HEIGHT    -        -35.716 (meters)                     GEOID18
 DL7689  NAD 83(2011) X  - -2,628,780.291 (meters)                     COMP
 DL7689  NAD 83(2011) Y  - -4,592,934.491 (meters)                     COMP
 DL7689  NAD 83(2011) Z  -  3,549,529.849 (meters)                     COMP
 DL7689
 DL7689  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7689  Standards:
 DL7689         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7689            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7689  -------------------------------------------------------------------
 DL7689  NETWORK    0.22   0.71           0.09   0.09   0.36      0.10896400
 DL7689  -------------------------------------------------------------------
 DL7689
 DL7689.The coordinates were established by GPS observations
 DL7689.and adjusted by the National Geodetic Survey in June 2019.
 DL7689
 DL7689.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7689.been affixed to the stable North American Tectonic Plate. 
 DL7689
 DL7689.The coordinates are valid at the epoch date displayed above
 DL7689.which is a decimal equivalence of Year/Month/Day.
 DL7689
 DL7689.Due to the release of the International GNSS Service (IGS) 2014
 DL7689.realization of the International Terrestrial Reference Frame of 2014
 DL7689.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL7689.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL7689.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL7689.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL7689.currently published epoch of 2010.00.
 DL7689
 DL7689.Additional information on MYCS2 is available at
 DL7689.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL7689
 DL7689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7689.GEOID18 height accuracy estimate available here.
 DL7689
 DL7689.The PID for the CORS L1 Phase Center is DL7690.
 DL7689
 DL7689.Click photographs - Photos may exist for this station.
 DL7689
 DL7689.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL7689
 DL7689.The ellipsoidal height was determined by GPS observations
 DL7689.and is referenced to NAD 83.
 DL7689
 DL7689. The following values were computed from the NAD 83(2011) position.
 DL7689
 DL7689;                    North         East     Units Scale Factor Converg.
 DL7689;SPC CA 5     -   560,171.794 1,835,176.904   MT  1.00000089   -1 01 02.5
 DL7689;SPC CA 5     - 1,837,830.29  6,020,909.56   sFT  1.00000089   -1 01 02.5
 DL7689;UTM  11      - 3,768,898.337   242,880.035   MT  1.00041504   -1 33 33.4
 DL7689
 DL7689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7689!SPC CA 5     -   0.99988968  x   1.00000089  =   0.99989057
 DL7689!UTM  11      -   0.99988968  x   1.00041504  =   1.00030467
 DL7689
 DL7689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT4288068898(NAD 83)
 DL7689
 DL7689                          SUPERSEDED SURVEY CONTROL
 DL7689
 DL7689  NAD 83(2011)-  34 01 45.32438(N)    119 47 05.27207(W) AD(2010.00) c
 DL7689  ELLIP H (08/??/11)  702.836  (m)                       GP(2010.00) c c
 DL7689  NAD 83(CORS)-  34 01 45.31503(N)    119 47 05.26281(W) AD(2002.00) c
 DL7689  ELLIP H (05/??/10)  702.844  (m)                       GP(2002.00) c c
 DL7689
 DL7689.Superseded values are not recommended for survey control.
 DL7689
 DL7689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7689.See file dsdata.pdf to determine how the superseded data were derived.
 DL7689
 DL7689_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL7689
 DL7689                          STATION DESCRIPTION
 DL7689
 DL7689'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL7689'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL7689'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL7689'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL7689'https://geodesy.noaa.gov/CORS/data.shtml
 DL7689'https://geodesy.noaa.gov/CORS




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