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 12:56:03 EST
 DJ3039 ***********************************************************************
 DJ3039  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ3039  DESIGNATION -  PUEBLO 6 CORS ARP
 DJ3039  CORS_ID     -  PUB6
 DJ3039  PID         -  DJ3039
 DJ3039  STATE/COUNTY-  CO/PUEBLO
 DJ3039  COUNTRY     -  US
 DJ3039  USGS QUAD   -  NORTH AVONDALE (2019)
 DJ3039
 DJ3039                         *CURRENT SURVEY CONTROL
 DJ3039  ______________________________________________________________________
 DJ3039* NAD 83(2011) POSITION- 38 17 13.47907(N) 104 20 43.70186(W)   ADJUSTED
 DJ3039* NAD 83(2011) ELLIP HT-  1415.438 (meters)        (06/??/19)   ADJUSTED
 DJ3039* NAD 83(2011) EPOCH   -  2010.00
 DJ3039  ______________________________________________________________________
 DJ3039  GEOID HEIGHT    -        -20.020 (meters)                     GEOID18
 DJ3039  NAD 83(2011) X  - -1,242,273.836 (meters)                     COMP
 DJ3039  NAD 83(2011) Y  - -4,857,524.054 (meters)                     COMP
 DJ3039  NAD 83(2011) Z  -  3,931,381.980 (meters)                     COMP
 DJ3039
 DJ3039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3039  Standards:
 DJ3039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3039  -------------------------------------------------------------------
 DJ3039  NETWORK    0.15   0.38           0.06   0.06   0.20      0.14836100
 DJ3039  -------------------------------------------------------------------
 DJ3039
 DJ3039.The coordinates were established by GPS observations
 DJ3039.and adjusted by the National Geodetic Survey in June 2019.
 DJ3039
 DJ3039.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3039.been affixed to the stable North American Tectonic Plate. 
 DJ3039
 DJ3039.The coordinates are valid at the epoch date displayed above
 DJ3039.which is a decimal equivalence of Year/Month/Day.
 DJ3039
 DJ3039.Due to the release of the International GNSS Service (IGS) 2014
 DJ3039.realization of the International Terrestrial Reference Frame of 2014
 DJ3039.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DJ3039.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DJ3039.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DJ3039.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DJ3039.currently published epoch of 2010.00.
 DJ3039
 DJ3039.Additional information on MYCS2 is available at
 DJ3039.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DJ3039
 DJ3039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3039.GEOID18 height accuracy estimate available here.
 DJ3039
 DJ3039.The PID for the CORS L1 Phase Center is DJ3040.
 DJ3039
 DJ3039.Click photographs - Photos may exist for this station.
 DJ3039
 DJ3039.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ3039
 DJ3039.The ellipsoidal height was determined by GPS observations
 DJ3039.and is referenced to NAD 83.
 DJ3039
 DJ3039. The following values were computed from the NAD 83(2011) position.
 DJ3039
 DJ3039;                    North         East     Units Scale Factor Converg.
 DJ3039;SPC CO S     -   485,268.327 1,015,405.282   MT  0.99997658   +0 42 29.4
 DJ3039;SPC CO S     - 1,592,084.50  3,331,375.50   sFT  0.99997658   +0 42 29.4
 DJ3039;UTM  13      - 4,237,870.233   557,241.297   MT  0.99964035   +0 24 20.0
 DJ3039
 DJ3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3039!SPC CO S     -   0.99977795  x   0.99997658  =   0.99975454
 DJ3039!UTM  13      -   0.99977795  x   0.99964035  =   0.99941838
 DJ3039
 DJ3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5724137870(NAD 83)
 DJ3039
 DJ3039                          SUPERSEDED SURVEY CONTROL
 DJ3039
 DJ3039  ELLIP H (06/27/12) 1415.420  (m)                       GP(2010.00) 0 0
 DJ3039  NAD 83(2011)-  38 17 13.47890(N)    104 20 43.70220(W) AD(2010.00) c
 DJ3039  NAD 83(2011)-  38 17 13.47914(N)    104 20 43.70178(W) AD(2010.00) c
 DJ3039  ELLIP H (08/??/11) 1415.436  (m)                       GP(2010.00) c c
 DJ3039  NAD 83(CORS)-  38 17 13.47913(N)    104 20 43.70284(W) AD(2002.00) c
 DJ3039  ELLIP H (09/??/07) 1415.457  (m)                       GP(2002.00) c c
 DJ3039
 DJ3039.Superseded values are not recommended for survey control.
 DJ3039
 DJ3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3039.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3039
 DJ3039_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ3039
 DJ3039                          STATION DESCRIPTION
 DJ3039
 DJ3039'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DJ3039'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DJ3039'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DJ3039'ACCESSIBLE AT THE WORLDWIDE WEB.
 DJ3039'https://geodesy.noaa.gov/CORS/data.shtml
 DJ3039'https://geodesy.noaa.gov/CORS




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