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 07:28:52 EST
 AF9616 ***********************************************************************
 AF9616  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9616  DESIGNATION -  POINT ARGUELLO 2 CORS ARP
 AF9616  CORS_ID     -  PAR2
 AF9616  PID         -  AF9616
 AF9616  STATE/COUNTY-  CA/SANTA BARBARA
 AF9616  COUNTRY     -  US
 AF9616  USGS QUAD   -  POINT ARGUELLO (2018)
 AF9616
 AF9616                         *CURRENT SURVEY CONTROL
 AF9616  ______________________________________________________________________
 AF9616* NAD 83(2011) POSITION- 34 34 43.47367(N) 120 38 35.28192(W)   ADJUSTED
 AF9616* NAD 83(2011) ELLIP HT-     3.221 (meters)        (06/??/19)   ADJUSTED
 AF9616* NAD 83(2011) EPOCH   -  2010.00
 AF9616  ______________________________________________________________________
 AF9616  GEOID HEIGHT    -        -36.333 (meters)                     GEOID18
 AF9616  NAD 83(2011) X  - -2,679,484.066 (meters)                     COMP
 AF9616  NAD 83(2011) Y  - -4,522,985.337 (meters)                     COMP
 AF9616  NAD 83(2011) Z  -  3,599,489.189 (meters)                     COMP
 AF9616
 AF9616.Formal positional accuracy estimates are not available for this CORS
 AF9616.because its coordinates were determined in part using modeled
 AF9616.velocities. Approximate one-sigma accuracies for latitude, longitude,
 AF9616.and ellipsoid height can be obtained from the short-term time series.
 AF9616.Additional information regarding modeled velocities is available on
 AF9616.the CORS Coordinates for MYCS2 web page:
 AF9616.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 AF9616
 AF9616.The coordinates were established by GPS observations
 AF9616.and adjusted by the National Geodetic Survey in June 2019.
 AF9616
 AF9616.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9616.been affixed to the stable North American Tectonic Plate. 
 AF9616
 AF9616.The coordinates are valid at the epoch date displayed above
 AF9616.which is a decimal equivalence of Year/Month/Day.
 AF9616
 AF9616.Due to the release of the International GNSS Service (IGS) 2014
 AF9616.realization of the International Terrestrial Reference Frame of 2014
 AF9616.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AF9616.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AF9616.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AF9616.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AF9616.currently published epoch of 2010.00.
 AF9616
 AF9616.Additional information on MYCS2 is available at
 AF9616.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AF9616
 AF9616.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9616.GEOID18 height accuracy estimate available here.
 AF9616
 AF9616.The PID for the CORS L1 Phase Center is DH9209.
 AF9616
 AF9616.Click photographs - Photos may exist for this station.
 AF9616
 AF9616.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9616
 AF9616.The ellipsoidal height was determined by GPS observations
 AF9616.and is referenced to NAD 83.
 AF9616
 AF9616. The following values were computed from the NAD 83(2011) position.
 AF9616
 AF9616;                    North         East     Units Scale Factor Converg.
 AF9616;SPC CA 5     -   622,847.208 1,757,528.843   MT  0.99992663   -1 30 23.8
 AF9616;SPC CA 5     - 2,043,457.88  5,766,159.21   sFT  0.99992663   -1 30 23.8
 AF9616;UTM  10      - 3,828,853.210   716,186.189   MT  1.00017610   +1 20 17.3
 AF9616
 AF9616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9616!SPC CA 5     -   0.99999949  x   0.99992663  =   0.99992612
 AF9616!UTM  10      -   0.99999949  x   1.00017610  =   1.00017559
 AF9616
 AF9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD1618628853(NAD 83)
 AF9616
 AF9616                          SUPERSEDED SURVEY CONTROL
 AF9616
 AF9616  NAD 83(2011)-  34 34 43.47355(N)    120 38 35.28205(W) AD(2010.00) c
 AF9616  ELLIP H (08/??/11)    3.211  (m)                       GP(2010.00) c c
 AF9616  NAD 83(CORS)-  34 34 43.46325(N)    120 38 35.27429(W) AD(2002.00) c
 AF9616  ELLIP H (05/??/06)    3.262  (m)                       GP(2002.00) c c
 AF9616  NAD 83(CORS)-  34 34 43.46319(N)    120 38 35.27356(W) AD(2002.00) c
 AF9616  ELLIP H (03/??/02)    3.252  (m)                       GP(2002.00) c c
 AF9616  NAD 83(CORS)-  34 34 43.45742(N)    120 38 35.26717(W) AD(1997.00) c
 AF9616  ELLIP H (07/??/98)    3.280  (m)                       GP(1997.00) c c
 AF9616  NAD 83(CORS)-  34 34 43.45626(N)    120 38 35.26590(W) AD(1996.00) c
 AF9616  ELLIP H (02/??/97)    3.280  (m)                       GP(1996.00) c c
 AF9616
 AF9616.Superseded values are not recommended for survey control.
 AF9616
 AF9616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9616.See file dsdata.pdf to determine how the superseded data were derived.
 AF9616
 AF9616_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9616
 AF9616                          STATION DESCRIPTION
 AF9616
 AF9616'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9616'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AF9616'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AF9616'ACCESSIBLE AT THE WORLDWIDE WEB.
 AF9616'https://geodesy.noaa.gov/CORS/data.shtml
 AF9616'https://geodesy.noaa.gov/CORS




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