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 10:17:10 EST
 AF9672 ***********************************************************************
 AF9672  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9672  DESIGNATION -  NEAH BAY CORS ARP
 AF9672  CORS_ID     -  NEAH
 AF9672  PID         -  AF9672
 AF9672  STATE/COUNTY-  WA/CLALLAM
 AF9672  COUNTRY     -  US
 AF9672  USGS QUAD   -  MAKAH BAY (2017)
 AF9672
 AF9672                         *CURRENT SURVEY CONTROL
 AF9672  ______________________________________________________________________
 AF9672* NAD 83(2011) POSITION- 48 17 52.26360(N) 124 37 29.60019(W)   ADJUSTED
 AF9672* NAD 83(2011) ELLIP HT-   460.246 (meters)        (06/??/19)   ADJUSTED
 AF9672* NAD 83(2011) EPOCH   -  2010.00
 AF9672  ______________________________________________________________________
 AF9672  GEOID HEIGHT    -        -21.277 (meters)                     GEOID18
 AF9672  NAD 83(2011) X  - -2,415,624.842 (meters)                     COMP
 AF9672  NAD 83(2011) Y  - -3,498,395.315 (meters)                     COMP
 AF9672  NAD 83(2011) Z  -  4,739,316.827 (meters)                     COMP
 AF9672
 AF9672  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9672  Standards:
 AF9672         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9672            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9672  -------------------------------------------------------------------
 AF9672  NETWORK    0.18   0.41           0.08   0.07   0.21      0.19255800
 AF9672  -------------------------------------------------------------------
 AF9672
 AF9672.The coordinates were established by GPS observations
 AF9672.and adjusted by the National Geodetic Survey in June 2019.
 AF9672
 AF9672.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9672.been affixed to the stable North American Tectonic Plate. 
 AF9672
 AF9672.The coordinates are valid at the epoch date displayed above
 AF9672.which is a decimal equivalence of Year/Month/Day.
 AF9672
 AF9672.Due to the release of the International GNSS Service (IGS) 2014
 AF9672.realization of the International Terrestrial Reference Frame of 2014
 AF9672.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AF9672.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AF9672.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AF9672.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AF9672.currently published epoch of 2010.00.
 AF9672
 AF9672.Additional information on MYCS2 is available at
 AF9672.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AF9672
 AF9672.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9672.GEOID18 height accuracy estimate available here.
 AF9672
 AF9672.The PID for the CORS L1 Phase Center is AJ7936.
 AF9672
 AF9672.Click photographs - Photos may exist for this station.
 AF9672
 AF9672.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9672
 AF9672.The ellipsoidal height was determined by GPS observations
 AF9672.and is referenced to NAD 83.
 AF9672
 AF9672. The following values were computed from the NAD 83(2011) position.
 AF9672
 AF9672;                    North         East     Units Scale Factor Converg.
 AF9672;SPC WA N     -   151,227.333   218,814.995   MT  0.99994718   -2 49 22.4
 AF9672;SPC WA N     -   496,151.68    717,895.53   sFT  0.99994718   -2 49 22.4
 AF9672;UTM  10      - 5,350,681.953   379,491.772   MT  0.99977843   -1 12 47.9
 AF9672
 AF9672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9672!SPC WA N     -   0.99992787  x   0.99994718  =   0.99987506
 AF9672!UTM  10      -   0.99992787  x   0.99977843  =   0.99970632
 AF9672
 AF9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7949150681(NAD 83)
 AF9672
 AF9672                          SUPERSEDED SURVEY CONTROL
 AF9672
 AF9672  ELLIP H (06/27/12)  460.201  (m)                       GP(2010.00) 0 0
 AF9672  NAD 83(2011)-  48 17 52.26395(N)    124 37 29.60054(W) AD(2010.00) c
 AF9672  NAD 83(2011)-  48 17 52.26366(N)    124 37 29.60019(W) AD(2010.00) c
 AF9672  ELLIP H (08/??/11)  460.245  (m)                       GP(2010.00) c c
 AF9672  NAD 83(CORS)-  48 17 52.26143(N)    124 37 29.60559(W) AD(2002.00) c
 AF9672  ELLIP H (03/??/08)  460.222  (m)                       GP(2002.00) c c
 AF9672  ELLIP H (02/10/07)  460.221  (m)                       GP(2007.00)    
 AF9672  NAD 83(2007)-  48 17 52.26201(N)    124 37 29.60342(W) AD(2007.00) c
 AF9672  NAD 83(CORS)-  48 17 52.26103(N)    124 37 29.60557(W) AD(2002.00) c
 AF9672  ELLIP H (03/??/02)  460.221  (m)                       GP(2002.00) c c
 AF9672  NAD 83(CORS)-  48 17 52.25966(N)    124 37 29.60829(W) AD(1997.00) c
 AF9672  ELLIP H (07/??/00)  460.214  (m)                       GP(1997.00) c c
 AF9672  NAD 83(CORS)-  48 17 52.25990(N)    124 37 29.60739(W) AD(1997.00) c
 AF9672  ELLIP H (07/??/98)  460.223  (m)                       GP(1997.00) c c
 AF9672
 AF9672.Superseded values are not recommended for survey control.
 AF9672
 AF9672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9672.See file dsdata.pdf to determine how the superseded data were derived.
 AF9672
 AF9672_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9672
 AF9672                          STATION DESCRIPTION
 AF9672
 AF9672'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9672'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AF9672'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AF9672'ACCESSIBLE AT THE WORLDWIDE WEB.
 AF9672'https://geodesy.noaa.gov/CORS/data.shtml
 AF9672'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 10:17:10 EST
 DH8000 ***********************************************************************
 DH8000  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8000  DESIGNATION -  NEAH_PNGA_WA1995 CORS MON
 DH8000  CORS_ID     -  NEAH
 DH8000  PID         -  DH8000
 DH8000  STATE/COUNTY-  WA/CLALLAM
 DH8000  COUNTRY     -  US
 DH8000  USGS QUAD   -  MAKAH BAY (2017)
 DH8000
 DH8000                         *CURRENT SURVEY CONTROL
 DH8000  ______________________________________________________________________
 DH8000* NAD 83(2011) POSITION- 48 17 52.26360(N) 124 37 29.60019(W)   ADJUSTED
 DH8000* NAD 83(2011) ELLIP HT-   460.165 (meters)        (06/??/19)   ADJUSTED
 DH8000* NAD 83(2011) EPOCH   -  2010.00
 DH8000* NAVD 88 ORTHO HEIGHT -   481.5   (meters)     1580.    (feet) GPS OBS
 DH8000  ______________________________________________________________________
 DH8000  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DH8000  GEOID HEIGHT    -        -21.274 (meters)                     GEOID12A
 DH8000  GEOID HEIGHT    -        -21.277 (meters)                     GEOID18
 DH8000  NAD 83(2011) X  - -2,415,624.811 (meters)                     COMP
 DH8000  NAD 83(2011) Y  - -3,498,395.271 (meters)                     COMP
 DH8000  NAD 83(2011) Z  -  4,739,316.766 (meters)                     COMP
 DH8000  LAPLACE CORR    -         16.51  (seconds)                    DEFLEC18
 DH8000
 DH8000  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8000  Standards:
 DH8000         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8000            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8000  -------------------------------------------------------------------
 DH8000  NETWORK    0.18   0.41           0.08   0.07   0.21      0.19255800
 DH8000  -------------------------------------------------------------------
 DH8000
 DH8000.The horizontal coordinates were established by GPS observations
 DH8000.and adjusted by the National Geodetic Survey in June 2019.
 DH8000
 DH8000.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8000.been affixed to the stable North American Tectonic Plate. 
 DH8000
 DH8000.The horizontal coordinates are valid at the epoch date displayed above
 DH8000.which is a decimal equivalence of Year/Month/Day.
 DH8000
 DH8000.Due to the release of the International GNSS Service (IGS) 2014
 DH8000.realization of the International Terrestrial Reference Frame of 2014
 DH8000.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH8000.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH8000.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH8000.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH8000.currently published epoch of 2010.00.
 DH8000
 DH8000.Additional information on MYCS2 is available at
 DH8000.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH8000
 DH8000.The orthometric height was determined by GPS observations and a
 DH8000.high-resolution geoid model.
 DH8000
 DH8000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8000.GEOID18 height accuracy estimate available here.
 DH8000
 DH8000.Click photographs - Photos may exist for this station.
 DH8000
 DH8000.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8000
 DH8000.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH8000
 DH8000.The ellipsoidal height was determined by GPS observations
 DH8000.and is referenced to NAD 83.
 DH8000
 DH8000. The following values were computed from the NAD 83(2011) position.
 DH8000
 DH8000;                    North         East     Units Scale Factor Converg.
 DH8000;SPC WA N     -   151,227.333   218,814.995   MT  0.99994718   -2 49 22.4
 DH8000;SPC WA N     -   496,151.68    717,895.53   sFT  0.99994718   -2 49 22.4
 DH8000;UTM  10      - 5,350,681.953   379,491.772   MT  0.99977843   -1 12 47.9
 DH8000
 DH8000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8000!SPC WA N     -   0.99992789  x   0.99994718  =   0.99987507
 DH8000!UTM  10      -   0.99992789  x   0.99977843  =   0.99970633
 DH8000
 DH8000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7949150681(NAD 83)
 DH8000
 DH8000                          SUPERSEDED SURVEY CONTROL
 DH8000
 DH8000  NAD 83(2011)-  48 17 52.26366(N)    124 37 29.60019(W) AD(2010.00) A
 DH8000  ELLIP H (08/??/11)  460.164  (m)                       GP(2010.00) 4 1
 DH8000  NAD 83(CORS)-  48 17 52.26143(N)    124 37 29.60559(W) AD(2002.00) A
 DH8000  ELLIP H (03/??/08)  460.140  (m)                       GP(2002.00) 4 1
 DH8000  NAD 83(CORS)-  48 17 52.26103(N)    124 37 29.60557(W) AD(2002.00) A
 DH8000  ELLIP H (03/??/02)  460.140  (m)                       GP(2002.00) 4 1
 DH8000  NAD 83(CORS)-  48 17 52.25966(N)    124 37 29.60829(W) AD(1997.00) A
 DH8000  ELLIP H (07/??/00)  460.133  (m)                       GP(1997.00) 4 1
 DH8000  NAD 83(CORS)-  48 17 52.25990(N)    124 37 29.60739(W) AD(1997.00) A
 DH8000  ELLIP H (07/??/98)  460.142  (m)                       GP(1997.00) 4 1
 DH8000
 DH8000.Superseded values are not recommended for survey control.
 DH8000
 DH8000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8000.See file dsdata.pdf to determine how the superseded data were derived.
 DH8000
 DH8000_STAMPING: NONE
 DH8000
 DH8000                          STATION DESCRIPTION
 DH8000
 DH8000'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NEAH'
 DH8000'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH8000'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8000'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8000'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DH8000'   https://geodesy.noaa.gov/corsdata/station_log
 DH8000'   https://geodesy.noaa.gov/CORS
 DH8000'RECOVERED AS DESCRIBED.




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