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 20:57:38 EST
 DL7644 ***********************************************************************
 DL7644  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL7644  DESIGNATION -  SAGRIVRDOTAK2007 CORS ARP
 DL7644  CORS_ID     -  AB45
 DL7644  PID         -  DL7644
 DL7644  STATE/COUNTY-  AK/NORTH SLOPE BOROUGH
 DL7644  COUNTRY     -  US
 DL7644  USGS QUAD   -  PHILIP SMITH MOUNTAINS D-4 SE (2017)
 DL7644
 DL7644                         *CURRENT SURVEY CONTROL
 DL7644  ______________________________________________________________________
 DL7644* NAD 83(2011) POSITION- 68 45 37.78430(N) 148 52 16.02444(W)   ADJUSTED
 DL7644* NAD 83(2011) ELLIP HT-   506.571 (meters)        (06/??/19)   ADJUSTED
 DL7644* NAD 83(2011) EPOCH   -  2010.00
 DL7644  ______________________________________________________________________
 DL7644  GEOID HEIGHT    -          3.556 (meters)                     GEOID12B
 DL7644  NAD 83(2011) X  - -1,983,814.511 (meters)                     COMP
 DL7644  NAD 83(2011) Y  - -1,198,077.757 (meters)                     COMP
 DL7644  NAD 83(2011) Z  -  5,922,818.778 (meters)                     COMP
 DL7644
 DL7644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7644  Standards:
 DL7644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7644  -------------------------------------------------------------------
 DL7644  NETWORK    0.16   0.32           0.08   0.05   0.16     -0.02604600
 DL7644  -------------------------------------------------------------------
 DL7644
 DL7644.The coordinates were established by GPS observations
 DL7644.and adjusted by the National Geodetic Survey in June 2019.
 DL7644
 DL7644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7644.been affixed to the stable North American Tectonic Plate. 
 DL7644
 DL7644.The coordinates are valid at the epoch date displayed above
 DL7644.which is a decimal equivalence of Year/Month/Day.
 DL7644
 DL7644.Due to the release of the International GNSS Service (IGS) 2014
 DL7644.realization of the International Terrestrial Reference Frame of 2014
 DL7644.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL7644.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL7644.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL7644.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL7644.currently published epoch of 2010.00.
 DL7644
 DL7644.Additional information on MYCS2 is available at
 DL7644.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL7644
 DL7644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7644.GEOID12B height accuracy estimate available here.
 DL7644
 DL7644.The PID for the CORS L1 Phase Center is DS2736.
 DL7644
 DL7644.Click photographs - Photos may exist for this station.
 DL7644
 DL7644.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL7644
 DL7644.The ellipsoidal height was determined by GPS observations
 DL7644.and is referenced to NAD 83.
 DL7644
 DL7644. The following values were computed from the NAD 83(2011) position.
 DL7644
 DL7644;                    North         East     Units Scale Factor Converg.
 DL7644;UTM  06      - 7,628,807.995   424,362.460   MT  0.99967000   -1 44 38.8
 DL7644
 DL7644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7644!UTM  06      -   0.99992078  x   0.99967000  =   0.99959081
 DL7644
 DL7644_U.S. NATIONAL GRID SPATIAL ADDRESS: 6WVB2436228807(NAD 83)
 DL7644
 DL7644                          SUPERSEDED SURVEY CONTROL
 DL7644
 DL7644  NAD 83(2011)-  68 45 37.78427(N)    148 52 16.02426(W) AD(2010.00) c
 DL7644  ELLIP H (08/??/11)  506.571  (m)                       GP(2010.00) c c
 DL7644  NAD 83(CORS)-  68 45 37.78373(N)    148 52 16.02346(W) AD(2003.00) c
 DL7644  ELLIP H (05/??/10)  506.586  (m)                       GP(2003.00) c c
 DL7644
 DL7644.Superseded values are not recommended for survey control.
 DL7644
 DL7644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7644.See file dsdata.pdf to determine how the superseded data were derived.
 DL7644
 DL7644_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL7644
 DL7644                          STATION DESCRIPTION
 DL7644
 DL7644'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL7644'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL7644'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL7644'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL7644'https://geodesy.noaa.gov/CORS/data.shtml
 DL7644'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 20:57:38 EST
 DL7646 ***********************************************************************
 DL7646  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL7646  DESIGNATION -  SAGRIVRDOTAK2007 CORS GRP
 DL7646  CORS_ID     -  AB45
 DL7646  PID         -  DL7646
 DL7646  STATE/COUNTY-  AK/NORTH SLOPE BOROUGH
 DL7646  COUNTRY     -  US
 DL7646  USGS QUAD   -  PHILIP SMITH MOUNTAINS D-4 SE (2017)
 DL7646
 DL7646                         *CURRENT SURVEY CONTROL
 DL7646  ______________________________________________________________________
 DL7646* NAD 83(2011) POSITION- 68 45 37.78430(N) 148 52 16.02444(W)   ADJUSTED
 DL7646* NAD 83(2011) ELLIP HT-   506.563 (meters)        (06/??/19)   ADJUSTED
 DL7646* NAD 83(2011) EPOCH   -  2010.00
 DL7646  ______________________________________________________________________
 DL7646  GEOID HEIGHT    -          3.556 (meters)                     GEOID12B
 DL7646  NAD 83(2011) X  - -1,983,814.509 (meters)                     COMP
 DL7646  NAD 83(2011) Y  - -1,198,077.755 (meters)                     COMP
 DL7646  NAD 83(2011) Z  -  5,922,818.770 (meters)                     COMP
 DL7646  LAPLACE CORR    -         -9.81  (seconds)                    DEFLEC12B
 DL7646
 DL7646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7646  Standards:
 DL7646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7646  -------------------------------------------------------------------
 DL7646  NETWORK    0.16   0.32           0.08   0.05   0.16     -0.02604600
 DL7646  -------------------------------------------------------------------
 DL7646
 DL7646.The horizontal coordinates were established by GPS observations
 DL7646.and adjusted by the National Geodetic Survey in June 2019.
 DL7646
 DL7646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7646.been affixed to the stable North American Tectonic Plate. 
 DL7646
 DL7646.The horizontal coordinates are valid at the epoch date displayed above
 DL7646.which is a decimal equivalence of Year/Month/Day.
 DL7646
 DL7646.Due to the release of the International GNSS Service (IGS) 2014
 DL7646.realization of the International Terrestrial Reference Frame of 2014
 DL7646.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL7646.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL7646.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL7646.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL7646.currently published epoch of 2010.00.
 DL7646
 DL7646.Additional information on MYCS2 is available at
 DL7646.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL7646
 DL7646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7646.GEOID12B height accuracy estimate available here.
 DL7646
 DL7646.Click photographs - Photos may exist for this station.
 DL7646
 DL7646.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL7646
 DL7646.The Laplace correction was computed from DEFLEC12B derived deflections.
 DL7646
 DL7646.The ellipsoidal height was determined by GPS observations
 DL7646.and is referenced to NAD 83.
 DL7646
 DL7646. The following values were computed from the NAD 83(2011) position.
 DL7646
 DL7646;                    North         East     Units Scale Factor Converg.
 DL7646;SPC AK 4     - 1,645,047.674   545,651.112   MT  0.99992549   +1 03 08.0
 DL7646;UTM  06      - 7,628,807.995   424,362.460   MT  0.99967000   -1 44 38.8
 DL7646
 DL7646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7646!SPC AK 4     -   0.99992078  x   0.99992549  =   0.99984628
 DL7646!UTM  06      -   0.99992078  x   0.99967000  =   0.99959081
 DL7646
 DL7646_U.S. NATIONAL GRID SPATIAL ADDRESS: 6WVB2436228807(NAD 83)
 DL7646
 DL7646                          SUPERSEDED SURVEY CONTROL
 DL7646
 DL7646  NAD 83(2011)-  68 45 37.78427(N)    148 52 16.02427(W) AD(2010.00) A
 DL7646  ELLIP H (08/??/11)  506.563  (m)                       GP(2010.00) 4 1
 DL7646  NAD 83(CORS)-  68 45 37.78373(N)    148 52 16.02347(W) AD(2003.00) A
 DL7646  ELLIP H (05/??/10)  506.578  (m)                       GP(2003.00) 4 1
 DL7646
 DL7646.Superseded values are not recommended for survey control.
 DL7646
 DL7646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7646.See file dsdata.pdf to determine how the superseded data were derived.
 DL7646
 DL7646_STAMPING: UNKNOWN
 DL7646
 DL7646                          STATION DESCRIPTION
 DL7646
 DL7646'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'AB45'
 DL7646'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DL7646'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DL7646'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DL7646'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DL7646'   https://geodesy.noaa.gov/corsdata/station_log
 DL7646'   https://geodesy.noaa.gov/CORS
 DL7646'RECOVERED AS DESCRIBED.




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