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 21:49:42 EST
 DP3855 ***********************************************************************
 DP3855  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP3855  DESIGNATION -  LEMHIGULCHID2007 CORS ARP
 DP3855  CORS_ID     -  P358
 DP3855  PID         -  DP3855
 DP3855  STATE/COUNTY-  ID/LEMHI
 DP3855  COUNTRY     -  US
 DP3855  USGS QUAD   -  GILMORE SUMMIT (2017)
 DP3855
 DP3855                         *CURRENT SURVEY CONTROL
 DP3855  ______________________________________________________________________
 DP3855* NAD 83(2011) POSITION- 44 24 06.81049(N) 113 14 26.33914(W)   ADJUSTED
 DP3855* NAD 83(2011) ELLIP HT-  2419.994 (meters)        (06/??/19)   ADJUSTED
 DP3855* NAD 83(2011) EPOCH   -  2010.00
 DP3855  ______________________________________________________________________
 DP3855  GEOID HEIGHT    -        -10.814 (meters)                     GEOID18
 DP3855  NAD 83(2011) X  - -1,801,744.122 (meters)                     COMP
 DP3855  NAD 83(2011) Y  - -4,195,560.701 (meters)                     COMP
 DP3855  NAD 83(2011) Z  -  4,441,799.115 (meters)                     COMP
 DP3855
 DP3855  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP3855  Standards:
 DP3855         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP3855            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP3855  -------------------------------------------------------------------
 DP3855  NETWORK    0.13   0.31           0.05   0.05   0.16      0.04145400
 DP3855  -------------------------------------------------------------------
 DP3855
 DP3855.The coordinates were established by GPS observations
 DP3855.and adjusted by the National Geodetic Survey in June 2019.
 DP3855
 DP3855.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP3855.been affixed to the stable North American Tectonic Plate. 
 DP3855
 DP3855.The coordinates are valid at the epoch date displayed above
 DP3855.which is a decimal equivalence of Year/Month/Day.
 DP3855
 DP3855.Due to the release of the International GNSS Service (IGS) 2014
 DP3855.realization of the International Terrestrial Reference Frame of 2014
 DP3855.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP3855.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP3855.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP3855.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP3855.currently published epoch of 2010.00.
 DP3855
 DP3855.Additional information on MYCS2 is available at
 DP3855.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP3855
 DP3855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3855.GEOID18 height accuracy estimate available here.
 DP3855
 DP3855.The PID for the CORS L1 Phase Center is DR4876.
 DP3855
 DP3855.Click photographs - Photos may exist for this station.
 DP3855
 DP3855.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP3855
 DP3855.The ellipsoidal height was determined by GPS observations
 DP3855.and is referenced to NAD 83.
 DP3855
 DP3855. The following values were computed from the NAD 83(2011) position.
 DP3855
 DP3855;                    North         East     Units Scale Factor Converg.
 DP3855;SPC ID C     -   304,129.990   560,488.830   MT  0.99999235   +0 31 52.8
 DP3855;SPC ID C     -   997,799.81  1,838,870.44   sFT  0.99999235   +0 31 52.8
 DP3855;UTM  12      - 4,918,953.375   321,573.923   MT  0.99999153   -1 34 05.4
 DP3855
 DP3855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP3855!SPC ID C     -   0.99962069  x   0.99999235  =   0.99961305
 DP3855!UTM  12      -   0.99962069  x   0.99999153  =   0.99961223
 DP3855
 DP3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ2157318953(NAD 83)
 DP3855
 DP3855                          SUPERSEDED SURVEY CONTROL
 DP3855
 DP3855  NAD 83(2011)-  44 24 06.81070(N)    113 14 26.33907(W) AD(2010.00) c
 DP3855  ELLIP H (06/??/14) 2419.993  (m)                       GP(2010.00) c c
 DP3855
 DP3855.Superseded values are not recommended for survey control.
 DP3855
 DP3855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP3855.See file dsdata.pdf to determine how the superseded data were derived.
 DP3855
 DP3855_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP3855
 DP3855                          STATION DESCRIPTION
 DP3855
 DP3855'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DP3855'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP3855'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP3855'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP3855'https://geodesy.noaa.gov/CORS/data.shtml
 DP3855'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 17, 2025 21:49:42 EST
 DP3857 ***********************************************************************
 DP3857  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP3857  DESIGNATION -  LEMHIGULCHID2007 CORS GRP
 DP3857  CORS_ID     -  P358
 DP3857  PID         -  DP3857
 DP3857  STATE/COUNTY-  ID/LEMHI
 DP3857  COUNTRY     -  US
 DP3857  USGS QUAD   -  GILMORE SUMMIT (2017)
 DP3857
 DP3857                         *CURRENT SURVEY CONTROL
 DP3857  ______________________________________________________________________
 DP3857* NAD 83(2011) POSITION- 44 24 06.81049(N) 113 14 26.33914(W)   ADJUSTED
 DP3857* NAD 83(2011) ELLIP HT-  2419.986 (meters)        (06/??/19)   ADJUSTED
 DP3857* NAD 83(2011) EPOCH   -  2010.00
 DP3857  ______________________________________________________________________
 DP3857  GEOID HEIGHT    -        -10.814 (meters)                     GEOID18
 DP3857  NAD 83(2011) X  - -1,801,744.120 (meters)                     COMP
 DP3857  NAD 83(2011) Y  - -4,195,560.695 (meters)                     COMP
 DP3857  NAD 83(2011) Z  -  4,441,799.109 (meters)                     COMP
 DP3857  LAPLACE CORR    -        -13.03  (seconds)                    DEFLEC18
 DP3857
 DP3857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP3857  Standards:
 DP3857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP3857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP3857  -------------------------------------------------------------------
 DP3857  NETWORK    0.13   0.31           0.05   0.05   0.16      0.04145400
 DP3857  -------------------------------------------------------------------
 DP3857
 DP3857.The horizontal coordinates were established by GPS observations
 DP3857.and adjusted by the National Geodetic Survey in June 2019.
 DP3857
 DP3857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP3857.been affixed to the stable North American Tectonic Plate. 
 DP3857
 DP3857.The horizontal coordinates are valid at the epoch date displayed above
 DP3857.which is a decimal equivalence of Year/Month/Day.
 DP3857
 DP3857.Due to the release of the International GNSS Service (IGS) 2014
 DP3857.realization of the International Terrestrial Reference Frame of 2014
 DP3857.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP3857.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP3857.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP3857.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP3857.currently published epoch of 2010.00.
 DP3857
 DP3857.Additional information on MYCS2 is available at
 DP3857.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP3857
 DP3857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3857.GEOID18 height accuracy estimate available here.
 DP3857
 DP3857.Click photographs - Photos may exist for this station.
 DP3857
 DP3857.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP3857
 DP3857.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP3857
 DP3857.The ellipsoidal height was determined by GPS observations
 DP3857.and is referenced to NAD 83.
 DP3857
 DP3857. The following values were computed from the NAD 83(2011) position.
 DP3857
 DP3857;                    North         East     Units Scale Factor Converg.
 DP3857;SPC ID C     -   304,129.990   560,488.830   MT  0.99999235   +0 31 52.8
 DP3857;SPC ID C     -   997,799.81  1,838,870.44   sFT  0.99999235   +0 31 52.8
 DP3857;UTM  12      - 4,918,953.375   321,573.923   MT  0.99999153   -1 34 05.4
 DP3857
 DP3857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP3857!SPC ID C     -   0.99962070  x   0.99999235  =   0.99961305
 DP3857!UTM  12      -   0.99962070  x   0.99999153  =   0.99961223
 DP3857
 DP3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ2157318953(NAD 83)
 DP3857
 DP3857                          SUPERSEDED SURVEY CONTROL
 DP3857
 DP3857  NAD 83(2011)-  44 24 06.81070(N)    113 14 26.33907(W) AD(2010.00) A
 DP3857  ELLIP H (06/??/14) 2419.984  (m)                       GP(2010.00) 4 1
 DP3857
 DP3857.Superseded values are not recommended for survey control.
 DP3857
 DP3857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP3857.See file dsdata.pdf to determine how the superseded data were derived.
 DP3857
 DP3857_STAMPING: UNKNOWN
 DP3857
 DP3857                          STATION DESCRIPTION
 DP3857
 DP3857'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P358'
 DP3857'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DP3857'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DP3857'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DP3857'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DP3857'   https://geodesy.noaa.gov/corsdata/station_log
 DP3857'   https://geodesy.noaa.gov/CORS
 DP3857'RECOVERED AS DESCRIBED.




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