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 19, 2025 14:04:05 EST
 DE8088 ***********************************************************************
 DE8088  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8088  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8088  DESIGNATION -  KARA CO COOP CORS ARP
 DE8088  CORS_ID     -  KAR1
 DE8088  PID         -  DE8088
 DE8088  STATE/COUNTY-  IL/COOK
 DE8088  COUNTRY     -  US
 DE8088  USGS QUAD   -  BERWYN (2018)
 DE8088
 DE8088                         *CURRENT SURVEY CONTROL
 DE8088  ______________________________________________________________________
 DE8088* NAD 83(CORS) POSITION- 41 47 43.92516(N) 087 51 39.57042(W)   ADJUSTED
 DE8088* NAD 83(CORS) ELLIP HT-   169.298 (meters)        (10/??/06)   ADJUSTED
 DE8088* NAD 83(CORS) EPOCH   -  2002.00
 DE8088* NAVD 88 ORTHO HEIGHT -   202.65  (meters)      664.9   (feet) GPS OBS
 DE8088  ______________________________________________________________________
 DE8088  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DE8088  GEOID HEIGHT    -        -33.340 (meters)                     GEOID03
 DE8088  GEOID HEIGHT    -        -33.380 (meters)                     GEOID18
 DE8088  NAD 83(CORS) X  -    177,748.063 (meters)                     COMP
 DE8088  NAD 83(CORS) Y  - -4,758,972.846 (meters)                     COMP
 DE8088  NAD 83(CORS) Z  -  4,228,812.609 (meters)                     COMP
 DE8088  HORZ ORDER      -  SPECIAL (CORS)
 DE8088  ELLP ORDER      -  SPECIAL (CORS)
 DE8088
 DE8088.Formal positional accuracy estimates are not available for this CORS
 DE8088.because its coordinates were determined in part using modeled
 DE8088.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DE8088.and ellipsoid height can be obtained from the short-term time series.
 DE8088.Additional information regarding modeled velocities is available on
 DE8088.the CORS Coordinates for MYCS2 web page:
 DE8088.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DE8088
 DE8088.The coordinates were established by GPS observations
 DE8088.and adjusted by the National Geodetic Survey in October 2006.
 DE8088
 DE8088.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 DE8088
 DE8088.The coordinates are valid at the epoch date displayed above
 DE8088.which is a decimal equivalence of Year/Month/Day.
 DE8088
 DE8088.Due to the release of the International GNSS Service (IGS) 2014
 DE8088.realization of the International Terrestrial Reference Frame of 2014
 DE8088.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DE8088.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DE8088.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DE8088.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DE8088.currently published epoch of 2010.00.
 DE8088
 DE8088.Additional information on MYCS2 is available at
 DE8088.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DE8088
 DE8088.The orthometric height was determined by GPS observations and a
 DE8088.high-resolution geoid model using precise GPS observation and
 DE8088.processing techniques.
 DE8088
 DE8088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8088.GEOID18 height accuracy estimate available here.
 DE8088
 DE8088.The PID for the CORS L1 Phase Center is DG4817.
 DE8088
 DE8088.Click photographs - Photos may exist for this station.
 DE8088
 DE8088.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8088
 DE8088.The ellipsoidal height was determined by GPS observations
 DE8088.and is referenced to NAD 83.
 DE8088
 DE8088. The following values were computed from the NAD 83(CORS) position.
 DE8088
 DE8088;                    North         East     Units Scale Factor Converg.
 DE8088;SPC IL E     -   569,500.808   339,257.953   MT  0.99999396   +0 18 53.3
 DE8088;SPC IL E     - 1,868,437.23  1,113,048.80   sFT  0.99999396   +0 18 53.3
 DE8088;UTM  16      - 4,627,433.315   428,466.593   MT  0.99966297   -0 34 25.9
 DE8088
 DE8088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8088!SPC IL E     -   0.99997345  x   0.99999396  =   0.99996741
 DE8088!UTM  16      -   0.99997345  x   0.99966297  =   0.99963643
 DE8088
 DE8088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2846627433(NAD 83)
 DE8088
 DE8088                          SUPERSEDED SURVEY CONTROL
 DE8088
 DE8088  ELLIP H (06/27/12)  169.271  (m)                       GP(2010.00) 0 0
 DE8088  NAD 83(2011)-  41 47 43.92627(N)    087 51 39.56798(W) AD(2010.00) c
 DE8088  NAD 83(CORS)-  41 47 43.92584(N)    087 51 39.56584(W) AD(2002.00) c
 DE8088  NAD 83(CORS)-  41 47 43.92565(N)    087 51 39.57009(W) AD(2002.00) c
 DE8088  NAD 83(CORS)-  41 47 43.92565(N)    087 51 39.57009(W) AD(2002.00) c
 DE8088  ELLIP H (10/??/02)  169.296  (m)                       GP(2002.00) c c
 DE8088  ELLIP H (10/??/02)  169.296  (m)                       GP(2002.00) c c
 DE8088  ELLIP H (10/??/02)  169.294  (m)                       GP(2002.00) c c
 DE8088
 DE8088.Superseded values are not recommended for survey control.
 DE8088
 DE8088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8088.See file dsdata.pdf to determine how the superseded data were derived.
 DE8088
 DE8088_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8088
 DE8088                          STATION DESCRIPTION
 DE8088
 DE8088'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DE8088'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DE8088'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DE8088'ACCESSIBLE AT THE WORLDWIDE WEB.
 DE8088'https://geodesy.noaa.gov/CORS/data.shtml
 DE8088'https://geodesy.noaa.gov/CORS




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