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 14:38:45 EST
 AF9664 ***********************************************************************
 AF9664  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9664  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9664  DESIGNATION -  GOBS_PNGA_WA1997 CORS ARP
 AF9664  CORS_ID     -  GOBS
 AF9664  PID         -  AF9664
 AF9664  STATE/COUNTY-  WA/KLICKITAT
 AF9664  COUNTRY     -  US
 AF9664  USGS QUAD   -  GOLDENDALE (2017)
 AF9664
 AF9664                         *CURRENT SURVEY CONTROL
 AF9664  ______________________________________________________________________
 AF9664* NAD 83(2011) POSITION- 45 50 19.73104(N) 120 48 52.77558(W)   ADJUSTED
 AF9664* NAD 83(2011) ELLIP HT-   621.959 (meters)        (05/??/21)   ADJUSTED
 AF9664* NAD 83(2011) EPOCH   -  2010.00
 AF9664* NAVD 88 ORTHO HEIGHT -   642.82  (meters)     2109.0   (feet) GPS OBS
 AF9664  ______________________________________________________________________
 AF9664  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9664  GEOID HEIGHT    -        -20.815 (meters)                     GEOID18
 AF9664  NAD 83(2011) X  - -2,280,400.291 (meters)                     COMP
 AF9664  NAD 83(2011) Y  - -3,823,182.640 (meters)                     COMP
 AF9664  NAD 83(2011) Z  -  4,553,230.277 (meters)                     COMP
 AF9664
 AF9664  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9664  Standards:
 AF9664         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9664            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9664  -------------------------------------------------------------------
 AF9664  NETWORK    0.13   0.33           0.05   0.05   0.17      0.25856900
 AF9664  -------------------------------------------------------------------
 AF9664
 AF9664.The coordinates were established by GPS observations
 AF9664.and adjusted by the National Geodetic Survey in May 2021.
 AF9664
 AF9664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9664.been affixed to the stable North American Tectonic Plate. 
 AF9664
 AF9664.The coordinates are valid at the epoch date displayed above
 AF9664.which is a decimal equivalence of Year/Month/Day.
 AF9664
 AF9664.Due to the release of the International GNSS Service (IGS) 2014
 AF9664.realization of the International Terrestrial Reference Frame of 2014
 AF9664.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AF9664.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AF9664.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AF9664.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AF9664.currently published epoch of 2010.00.
 AF9664
 AF9664.Additional information on MYCS2 is available at
 AF9664.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AF9664
 AF9664.The orthometric height was determined by GPS observations and a
 AF9664.high-resolution geoid model using precise GPS observation and
 AF9664.processing techniques.
 AF9664
 AF9664.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9664.GEOID18 height accuracy estimate available here.
 AF9664
 AF9664.The PID for the CORS L1 Phase Center is DR4803.
 AF9664
 AF9664.Click photographs - Photos may exist for this station.
 AF9664
 AF9664.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9664
 AF9664.The ellipsoidal height was determined by GPS observations
 AF9664.and is referenced to NAD 83.
 AF9664
 AF9664. The following values were computed from the NAD 83(2011) position.
 AF9664
 AF9664;                    North         East     Units Scale Factor Converg.
 AF9664;SPC WA S     -    56,233.375   475,554.822   MT  0.99999876   -0 13 42.8
 AF9664;SPC WA S     -   184,492.33  1,560,216.11   sFT  0.99999876   -0 13 42.8
 AF9664;UTM  10      - 5,078,461.191   669,705.476   MT  0.99995407   +1 34 05.2
 AF9664
 AF9664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9664!SPC WA S     -   0.99990250  x   0.99999876  =   0.99990126
 AF9664!UTM  10      -   0.99990250  x   0.99995407  =   0.99985658
 AF9664
 AF9664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6970578461(NAD 83)
 AF9664
 AF9664                          SUPERSEDED SURVEY CONTROL
 AF9664
 AF9664  NAD 83(2011)-  45 50 19.73104(N)    120 48 52.77586(W) AD(2010.00) c
 AF9664  ELLIP H (06/??/19)  621.959  (m)                       GP(2010.00) c c
 AF9664  ELLIP H (06/27/12)  621.964  (m)                       GP(2010.00) 0 0
 AF9664  NAD 83(2011)-  45 50 19.73108(N)    120 48 52.77521(W) AD(2010.00) c
 AF9664  NAD 83(2011)-  45 50 19.73111(N)    120 48 52.77584(W) AD(2010.00) c
 AF9664  ELLIP H (08/??/11)  621.956  (m)                       GP(2010.00) c c
 AF9664  NAD 83(CORS)-  45 50 19.73037(N)    120 48 52.77682(W) AD(2002.00) c
 AF9664  ELLIP H (03/??/08)  621.966  (m)                       GP(2002.00) c c
 AF9664  ELLIP H (02/10/07)  621.978  (m)                       GP(2007.00)    
 AF9664  NAD 83(2007)-  45 50 19.72995(N)    120 48 52.77662(W) AD(2007.00) c
 AF9664  NAD 83(CORS)-  45 50 19.72991(N)    120 48 52.77713(W) AD(2002.00) c
 AF9664  ELLIP H (03/??/02)  621.978  (m)                       GP(2002.00) c c
 AF9664  NAD 83(CORS)-  45 50 19.72972(N)    120 48 52.77748(W) AD(1997.00) c
 AF9664  ELLIP H (04/??/00)  621.969  (m)                       GP(1997.00) c c
 AF9664  NAD 83(CORS)-  45 50 19.72951(N)    120 48 52.77787(W) AD(1997.00) c
 AF9664  ELLIP H (07/??/98)  621.974  (m)                       GP(1997.00) c c
 AF9664  NAVD 88 (03/21/00)  642.82   (m)  UNKNOWN  model used  GPS OBS        
 AF9664
 AF9664.Superseded values are not recommended for survey control.
 AF9664
 AF9664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9664.See file dsdata.pdf to determine how the superseded data were derived.
 AF9664
 AF9664_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9664
 AF9664                          STATION DESCRIPTION
 AF9664
 AF9664'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
 AF9664'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AF9664'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AF9664'ACCESSIBLE AT THE WORLDWIDE WEB.
 AF9664'https://geodesy.noaa.gov/CORS/data.shtml
 AF9664'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 14:38:45 EST
 DH7993 ***********************************************************************
 DH7993  HT_MOD      -  This is a Height Modernization Survey Station.
 DH7993  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7993  DESIGNATION -  GOBS_PNGA_WA1997 CORS MON
 DH7993  CORS_ID     -  GOBS
 DH7993  PID         -  DH7993
 DH7993  STATE/COUNTY-  WA/KLICKITAT
 DH7993  COUNTRY     -  US
 DH7993  USGS QUAD   -  GOLDENDALE (2017)
 DH7993
 DH7993                         *CURRENT SURVEY CONTROL
 DH7993  ______________________________________________________________________
 DH7993* NAD 83(2011) POSITION- 45 50 19.73104(N) 120 48 52.77558(W)   ADJUSTED
 DH7993* NAD 83(2011) ELLIP HT-   621.878 (meters)        (05/??/21)   ADJUSTED
 DH7993* NAD 83(2011) EPOCH   -  2010.00
 DH7993* NAVD 88 ORTHO HEIGHT -   642.70  (meters)     2108.6   (feet) GPS OBS
 DH7993  ______________________________________________________________________
 DH7993  GEOID HEIGHT    -        -20.815 (meters)                     GEOID18
 DH7993  NAD 83(2011) X  - -2,280,400.262 (meters)                     COMP
 DH7993  NAD 83(2011) Y  - -3,823,182.592 (meters)                     COMP
 DH7993  NAD 83(2011) Z  -  4,553,230.219 (meters)                     COMP
 DH7993  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 DH7993
 DH7993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7993  Standards:
 DH7993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7993  -------------------------------------------------------------------
 DH7993  NETWORK    0.13   0.33           0.05   0.05   0.17      0.25856900
 DH7993  -------------------------------------------------------------------
 DH7993
 DH7993.The horizontal coordinates were established by GPS observations
 DH7993.and adjusted by the National Geodetic Survey in May 2021.
 DH7993
 DH7993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7993.been affixed to the stable North American Tectonic Plate. 
 DH7993
 DH7993.The horizontal coordinates are valid at the epoch date displayed above
 DH7993.which is a decimal equivalence of Year/Month/Day.
 DH7993
 DH7993.Due to the release of the International GNSS Service (IGS) 2014
 DH7993.realization of the International Terrestrial Reference Frame of 2014
 DH7993.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH7993.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH7993.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH7993.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH7993.currently published epoch of 2010.00.
 DH7993
 DH7993.Additional information on MYCS2 is available at
 DH7993.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH7993
 DH7993.The orthometric height was determined by GPS observations and a
 DH7993.high-resolution geoid model using precise GPS observation and
 DH7993.processing techniques.
 DH7993
 DH7993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7993.GEOID18 height accuracy estimate available here.
 DH7993
 DH7993.Click photographs - Photos may exist for this station.
 DH7993
 DH7993.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7993
 DH7993.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7993
 DH7993.The ellipsoidal height was determined by GPS observations
 DH7993.and is referenced to NAD 83.
 DH7993
 DH7993. The following values were computed from the NAD 83(2011) position.
 DH7993
 DH7993;                    North         East     Units Scale Factor Converg.
 DH7993;SPC WA S     -    56,233.375   475,554.822   MT  0.99999876   -0 13 42.8
 DH7993;SPC WA S     -   184,492.33  1,560,216.11   sFT  0.99999876   -0 13 42.8
 DH7993;UTM  10      - 5,078,461.191   669,705.476   MT  0.99995407   +1 34 05.2
 DH7993
 DH7993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7993!SPC WA S     -   0.99990252  x   0.99999876  =   0.99990128
 DH7993!UTM  10      -   0.99990252  x   0.99995407  =   0.99985659
 DH7993
 DH7993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6970578461(NAD 83)
 DH7993
 DH7993                          SUPERSEDED SURVEY CONTROL
 DH7993
 DH7993  NAD 83(2011)-  45 50 19.73104(N)    120 48 52.77586(W) AD(2010.00) A
 DH7993  ELLIP H (06/??/19)  621.878  (m)                       GP(2010.00) 4 1
 DH7993  NAD 83(2011)-  45 50 19.73111(N)    120 48 52.77584(W) AD(2010.00) A
 DH7993  ELLIP H (08/??/11)  621.875  (m)                       GP(2010.00) 4 1
 DH7993  NAD 83(CORS)-  45 50 19.73037(N)    120 48 52.77682(W) AD(2002.00) A
 DH7993  ELLIP H (03/??/08)  621.884  (m)                       GP(2002.00) 4 1
 DH7993  NAD 83(CORS)-  45 50 19.72991(N)    120 48 52.77713(W) AD(2002.00) A
 DH7993  ELLIP H (03/??/02)  621.897  (m)                       GP(2002.00) 4 1
 DH7993  NAD 83(CORS)-  45 50 19.72972(N)    120 48 52.77748(W) AD(1997.00) A
 DH7993  ELLIP H (04/??/00)  621.888  (m)                       GP(1997.00) 4 1
 DH7993  NAD 83(CORS)-  45 50 19.72951(N)    120 48 52.77787(W) AD(1997.00) A
 DH7993  ELLIP H (07/??/98)  621.893  (m)                       GP(1997.00) 4 1
 DH7993  NAVD 88 (04/29/09)  642.70   (m)  UNKNOWN  model used  GPS OBS        
 DH7993
 DH7993.Superseded values are not recommended for survey control.
 DH7993
 DH7993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7993.See file dsdata.pdf to determine how the superseded data were derived.
 DH7993
 DH7993_STAMPING: NONE
 DH7993
 DH7993                          STATION DESCRIPTION
 DH7993
 DH7993'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'GOBS'
 DH7993'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH7993'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7993'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7993'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DH7993'   https://geodesy.noaa.gov/corsdata/station_log
 DH7993'   https://geodesy.noaa.gov/CORS
 DH7993'RECOVERED AS DESCRIBED.




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