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 15:15:13 EST
 DO1829 ***********************************************************************
 DO1829  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO1829  DESIGNATION -  WICKER84K_AK2008 CORS ARP
 DO1829  CORS_ID     -  WIKR
 DO1829  PID         -  DO1829
 DO1829  STATE/COUNTY-  AK/DENALI BOROUGH
 DO1829  COUNTRY     -  US
 DO1829  USGS QUAD   -  DENALI C-2 SW (2019)
 DO1829
 DO1829                         *CURRENT SURVEY CONTROL
 DO1829  ______________________________________________________________________
 DO1829* NAD 83(2011) POSITION- 63 33 09.82479(N) 150 55 19.86466(W)   ADJUSTED
 DO1829* NAD 83(2011) ELLIP HT-  1188.306 (meters)        (06/??/19)   ADJUSTED
 DO1829* NAD 83(2011) EPOCH   -  2010.00
 DO1829  ______________________________________________________________________
 DO1829  GEOID HEIGHT    -         12.953 (meters)                     GEOID12B
 DO1829  NAD 83(2011) X  - -2,489,772.439 (meters)                     COMP
 DO1829  NAD 83(2011) Y  - -1,384,527.156 (meters)                     COMP
 DO1829  NAD 83(2011) Z  -  5,688,747.436 (meters)                     COMP
 DO1829
 DO1829  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO1829  Standards:
 DO1829         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO1829            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO1829  -------------------------------------------------------------------
 DO1829  NETWORK    0.18   0.41           0.08   0.05   0.21      0.07232500
 DO1829  -------------------------------------------------------------------
 DO1829
 DO1829.The coordinates were established by GPS observations
 DO1829.and adjusted by the National Geodetic Survey in June 2019.
 DO1829
 DO1829.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO1829.been affixed to the stable North American Tectonic Plate. 
 DO1829
 DO1829.The coordinates are valid at the epoch date displayed above
 DO1829.which is a decimal equivalence of Year/Month/Day.
 DO1829
 DO1829.Due to the release of the International GNSS Service (IGS) 2014
 DO1829.realization of the International Terrestrial Reference Frame of 2014
 DO1829.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DO1829.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DO1829.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DO1829.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DO1829.currently published epoch of 2010.00.
 DO1829
 DO1829.Additional information on MYCS2 is available at
 DO1829.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DO1829
 DO1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1829.GEOID12B height accuracy estimate available here.
 DO1829
 DO1829.The PID for the CORS L1 Phase Center is DO1830.
 DO1829
 DO1829.Click photographs - Photos may exist for this station.
 DO1829
 DO1829.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO1829
 DO1829.The ellipsoidal height was determined by GPS observations
 DO1829.and is referenced to NAD 83.
 DO1829
 DO1829. The following values were computed from the NAD 83(2011) position.
 DO1829
 DO1829;                    North         East     Units Scale Factor Converg.
 DO1829;UTM  05      - 7,048,851.388   603,238.178   MT  0.99973052   +1 51 37.9
 DO1829
 DO1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1829!UTM  05      -   0.99981410  x   0.99973052  =   0.99954467
 DO1829
 DO1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 5VPL0323848851(NAD 83)
 DO1829
 DO1829                          SUPERSEDED SURVEY CONTROL
 DO1829
 DO1829  NAD 83(2011)-  63 33 09.82496(N)    150 55 19.86511(W) AD(2010.00) c
 DO1829  ELLIP H (11/??/12) 1188.304  (m)                       GP(2010.00) c c
 DO1829
 DO1829.Superseded values are not recommended for survey control.
 DO1829
 DO1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1829.See file dsdata.pdf to determine how the superseded data were derived.
 DO1829
 DO1829_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO1829
 DO1829                          STATION DESCRIPTION
 DO1829
 DO1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DO1829'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DO1829'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DO1829'ACCESSIBLE AT THE WORLDWIDE WEB.
 DO1829'https://geodesy.noaa.gov/CORS/data.shtml
 DO1829'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 17, 2025 15:15:13 EST
 DO1831 ***********************************************************************
 DO1831  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO1831  DESIGNATION -  WICKER84K_AK2008 CORS GRP
 DO1831  CORS_ID     -  WIKR
 DO1831  PID         -  DO1831
 DO1831  STATE/COUNTY-  AK/DENALI BOROUGH
 DO1831  COUNTRY     -  US
 DO1831  USGS QUAD   -  DENALI C-2 SW (2019)
 DO1831
 DO1831                         *CURRENT SURVEY CONTROL
 DO1831  ______________________________________________________________________
 DO1831* NAD 83(2011) POSITION- 63 33 09.82479(N) 150 55 19.86466(W)   ADJUSTED
 DO1831* NAD 83(2011) ELLIP HT-  1188.298 (meters)        (06/??/19)   ADJUSTED
 DO1831* NAD 83(2011) EPOCH   -  2010.00
 DO1831  ______________________________________________________________________
 DO1831  GEOID HEIGHT    -         12.953 (meters)                     GEOID12B
 DO1831  NAD 83(2011) X  - -2,489,772.436 (meters)                     COMP
 DO1831  NAD 83(2011) Y  - -1,384,527.154 (meters)                     COMP
 DO1831  NAD 83(2011) Z  -  5,688,747.429 (meters)                     COMP
 DO1831  LAPLACE CORR    -         12.54  (seconds)                    DEFLEC12B
 DO1831
 DO1831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO1831  Standards:
 DO1831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO1831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO1831  -------------------------------------------------------------------
 DO1831  NETWORK    0.18   0.41           0.08   0.05   0.21      0.07232500
 DO1831  -------------------------------------------------------------------
 DO1831
 DO1831.The horizontal coordinates were established by GPS observations
 DO1831.and adjusted by the National Geodetic Survey in June 2019.
 DO1831
 DO1831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO1831.been affixed to the stable North American Tectonic Plate. 
 DO1831
 DO1831.The horizontal coordinates are valid at the epoch date displayed above
 DO1831.which is a decimal equivalence of Year/Month/Day.
 DO1831
 DO1831.Due to the release of the International GNSS Service (IGS) 2014
 DO1831.realization of the International Terrestrial Reference Frame of 2014
 DO1831.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DO1831.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DO1831.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DO1831.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DO1831.currently published epoch of 2010.00.
 DO1831
 DO1831.Additional information on MYCS2 is available at
 DO1831.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DO1831
 DO1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1831.GEOID12B height accuracy estimate available here.
 DO1831
 DO1831.Click photographs - Photos may exist for this station.
 DO1831
 DO1831.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO1831
 DO1831.The Laplace correction was computed from DEFLEC12B derived deflections.
 DO1831
 DO1831.The ellipsoidal height was determined by GPS observations
 DO1831.and is referenced to NAD 83.
 DO1831
 DO1831. The following values were computed from the NAD 83(2011) position.
 DO1831
 DO1831;                    North         East     Units Scale Factor Converg.
 DO1831;SPC AK 4     - 1,064,302.942   454,161.786   MT  0.99992572   -0 49 32.5
 DO1831;UTM  05      - 7,048,851.388   603,238.178   MT  0.99973052   +1 51 37.9
 DO1831
 DO1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1831!SPC AK 4     -   0.99981410  x   0.99992572  =   0.99973984
 DO1831!UTM  05      -   0.99981410  x   0.99973052  =   0.99954467
 DO1831
 DO1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 5VPL0323848851(NAD 83)
 DO1831
 DO1831                          SUPERSEDED SURVEY CONTROL
 DO1831
 DO1831  NAD 83(2011)-  63 33 09.82495(N)    150 55 19.86510(W) AD(2010.00) 0
 DO1831  NAD 83(2011)-  63 33 09.82496(N)    150 55 19.86511(W) AD(2010.00) A
 DO1831  ELLIP H (11/??/12) 1188.295  (m)                       GP(2010.00) 4 1
 DO1831
 DO1831.Superseded values are not recommended for survey control.
 DO1831
 DO1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1831.See file dsdata.pdf to determine how the superseded data were derived.
 DO1831
 DO1831_STAMPING: UNKNOWN
 DO1831
 DO1831                          STATION DESCRIPTION
 DO1831
 DO1831'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'WIKR'
 DO1831'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DO1831'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DO1831'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DO1831'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DO1831'   https://geodesy.noaa.gov/corsdata/station_log
 DO1831'   https://geodesy.noaa.gov/CORS
 DO1831'RECOVERED AS DESCRIBED.




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