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 17, 2025 14:12:11 EST
 DI1069 ***********************************************************************
 DI1069  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1069  DESIGNATION -  IDAHO FALLS CORS ARP
 DI1069  CORS_ID     -  IDIF
 DI1069  PID         -  DI1069
 DI1069  STATE/COUNTY-  ID/BONNEVILLE
 DI1069  COUNTRY     -  US
 DI1069  USGS QUAD   -  IDAHO FALLS NORTH (2017)
 DI1069
 DI1069                         *CURRENT SURVEY CONTROL
 DI1069  ______________________________________________________________________
 DI1069* NAD 83(2011) POSITION- 43 31 06.88197(N) 112 03 07.15278(W)   ADJUSTED
 DI1069* NAD 83(2011) ELLIP HT-  1438.726 (meters)        (06/??/19)   ADJUSTED
 DI1069* NAD 83(2011) EPOCH   -  2010.00
 DI1069  ______________________________________________________________________
 DI1069  GEOID HEIGHT    -        -11.684 (meters)                     GEOID18
 DI1069  NAD 83(2011) X  - -1,739,642.437 (meters)                     COMP
 DI1069  NAD 83(2011) Y  - -4,294,543.197 (meters)                     COMP
 DI1069  NAD 83(2011) Z  -  4,370,449.473 (meters)                     COMP
 DI1069
 DI1069  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1069  Standards:
 DI1069         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1069            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1069  -------------------------------------------------------------------
 DI1069  NETWORK    0.24   0.64           0.10   0.09   0.33      0.19805900
 DI1069  -------------------------------------------------------------------
 DI1069
 DI1069.The coordinates were established by GPS observations
 DI1069.and adjusted by the National Geodetic Survey in June 2019.
 DI1069
 DI1069.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1069.been affixed to the stable North American Tectonic Plate. 
 DI1069
 DI1069.The coordinates are valid at the epoch date displayed above
 DI1069.which is a decimal equivalence of Year/Month/Day.
 DI1069
 DI1069.Due to the release of the International GNSS Service (IGS) 2014
 DI1069.realization of the International Terrestrial Reference Frame of 2014
 DI1069.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DI1069.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DI1069.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DI1069.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DI1069.currently published epoch of 2010.00.
 DI1069
 DI1069.Additional information on MYCS2 is available at
 DI1069.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DI1069
 DI1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1069.GEOID18 height accuracy estimate available here.
 DI1069
 DI1069.The PID for the CORS L1 Phase Center is DI9190.
 DI1069
 DI1069.Click photographs - Photos may exist for this station.
 DI1069
 DI1069.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1069
 DI1069.The ellipsoidal height was determined by GPS observations
 DI1069.and is referenced to NAD 83.
 DI1069
 DI1069. The following values were computed from the NAD 83(2011) position.
 DI1069
 DI1069;                    North         East     Units Scale Factor Converg.
 DI1069;SPC ID E     -   205,714.822   209,271.588   MT  0.99994843   +0 04 44.3
 DI1069;SPC ID E     -   674,916.05    686,585.20   sFT  0.99994843   +0 04 44.3
 DI1069;UTM  12      - 4,818,942.148   414,978.654   MT  0.99968891   -0 43 28.0
 DI1069
 DI1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1069!SPC ID E     -   0.99977444  x   0.99994843  =   0.99972288
 DI1069!UTM  12      -   0.99977444  x   0.99968891  =   0.99946342
 DI1069
 DI1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1497818942(NAD 83)
 DI1069
 DI1069                          SUPERSEDED SURVEY CONTROL
 DI1069
 DI1069  NAD 83(2011)-  43 31 06.88202(N)    112 03 07.15273(W) AD(2010.00) c
 DI1069  ELLIP H (08/??/11) 1438.726  (m)                       GP(2010.00) c c
 DI1069  NAD 83(CORS)-  43 31 06.88209(N)    112 03 07.15379(W) AD(2002.00) c
 DI1069  ELLIP H (08/??/06) 1438.730  (m)                       GP(2002.00) c c
 DI1069
 DI1069.Superseded values are not recommended for survey control.
 DI1069
 DI1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1069.See file dsdata.pdf to determine how the superseded data were derived.
 DI1069
 DI1069_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1069
 DI1069                          STATION DESCRIPTION
 DI1069
 DI1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DI1069'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DI1069'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DI1069'ACCESSIBLE AT THE WORLDWIDE WEB.
 DI1069'https://geodesy.noaa.gov/CORS/data.shtml
 DI1069'https://geodesy.noaa.gov/CORS




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