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 16:21:06 EST
 DH3759 ***********************************************************************
 DH3759  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3759  DESIGNATION -  SPRINGFIELD CORS ARP
 DH3759  CORS_ID     -  ILSA
 DH3759  PID         -  DH3759
 DH3759  STATE/COUNTY-  IL/SANGAMON
 DH3759  COUNTRY     -  US
 DH3759  USGS QUAD   -  SPRINGFIELD EAST (2018)
 DH3759
 DH3759                         *CURRENT SURVEY CONTROL
 DH3759  ______________________________________________________________________
 DH3759* NAD 83(2011) POSITION- 39 46 43.06019(N) 089 36 37.05194(W)   ADJUSTED
 DH3759* NAD 83(2011) ELLIP HT-   154.031 (meters)        (06/??/19)   ADJUSTED
 DH3759* NAD 83(2011) EPOCH   -  2010.00
 DH3759  ______________________________________________________________________
 DH3759  GEOID HEIGHT    -        -32.494 (meters)                     GEOID18
 DH3759  NAD 83(2011) X  -     33,386.414 (meters)                     COMP
 DH3759  NAD 83(2011) Y  - -4,908,475.423 (meters)                     COMP
 DH3759  NAD 83(2011) Z  -  4,059,224.655 (meters)                     COMP
 DH3759
 DH3759  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3759  Standards:
 DH3759         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3759            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3759  -------------------------------------------------------------------
 DH3759  NETWORK    0.24   0.37           0.06   0.12   0.19      0.04917500
 DH3759  -------------------------------------------------------------------
 DH3759
 DH3759.The coordinates were established by GPS observations
 DH3759.and adjusted by the National Geodetic Survey in June 2019.
 DH3759
 DH3759.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3759.been affixed to the stable North American Tectonic Plate. 
 DH3759
 DH3759.The coordinates are valid at the epoch date displayed above
 DH3759.which is a decimal equivalence of Year/Month/Day.
 DH3759
 DH3759.Due to the release of the International GNSS Service (IGS) 2014
 DH3759.realization of the International Terrestrial Reference Frame of 2014
 DH3759.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH3759.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH3759.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH3759.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH3759.currently published epoch of 2010.00.
 DH3759
 DH3759.Additional information on MYCS2 is available at
 DH3759.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH3759
 DH3759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3759.GEOID18 height accuracy estimate available here.
 DH3759
 DH3759.The PID for the CORS L1 Phase Center is DR1622.
 DH3759
 DH3759.Click photographs - Photos may exist for this station.
 DH3759
 DH3759.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3759
 DH3759.The ellipsoidal height was determined by GPS observations
 DH3759.and is referenced to NAD 83.
 DH3759
 DH3759. The following values were computed from the NAD 83(2011) position.
 DH3759
 DH3759;                    North         East     Units Scale Factor Converg.
 DH3759;SPC IL W     -   345,557.800   747,661.362   MT  0.99996913   +0 21 21.6
 DH3759;SPC IL W     - 1,133,717.55  2,452,952.32   sFT  0.99996913   +0 21 21.6
 DH3759;UTM  16      - 4,406,446.871   276,454.219   MT  1.00021527   -1 40 14.9
 DH3759
 DH3759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3759!SPC IL W     -   0.99997584  x   0.99996913  =   0.99994497
 DH3759!UTM  16      -   0.99997584  x   1.00021527  =   1.00019110
 DH3759
 DH3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK7645406446(NAD 83)
 DH3759
 DH3759                          SUPERSEDED SURVEY CONTROL
 DH3759
 DH3759  ELLIP H (06/27/12)  154.026  (m)                       GP(2010.00) 0 0
 DH3759  NAD 83(2011)-  39 46 43.06008(N)    089 36 37.05193(W) AD(2010.00) c
 DH3759  NAD 83(2011)-  39 46 43.06020(N)    089 36 37.05186(W) AD(2010.00) c
 DH3759  ELLIP H (08/??/11)  154.030  (m)                       GP(2010.00) c c
 DH3759  ELLIP H (02/10/07)  154.039  (m)                       GP(2002.00)    
 DH3759  NAD 83(2007)-  39 46 43.06026(N)    089 36 37.05230(W) AD(2002.00) c
 DH3759  NAD 83(CORS)-  39 46 43.06026(N)    089 36 37.05230(W) AD(2002.00) c
 DH3759  ELLIP H (06/??/05)  154.039  (m)                       GP(2002.00) c c
 DH3759
 DH3759.Superseded values are not recommended for survey control.
 DH3759
 DH3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3759.See file dsdata.pdf to determine how the superseded data were derived.
 DH3759
 DH3759_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3759
 DH3759                          STATION DESCRIPTION
 DH3759
 DH3759'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DH3759'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DH3759'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DH3759'ACCESSIBLE AT THE WORLDWIDE WEB.
 DH3759'https://geodesy.noaa.gov/CORS/data.shtml
 DH3759'https://geodesy.noaa.gov/CORS




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