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 19, 2025 21:17:54 EST
 DH3867 ***********************************************************************
 DH3867  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3867  DESIGNATION -  TABLEBLUFFCN2004 CORS ARP
 DH3867  CORS_ID     -  P162
 DH3867  PID         -  DH3867
 DH3867  STATE/COUNTY-  CA/HUMBOLDT
 DH3867  COUNTRY     -  US
 DH3867  USGS QUAD   -  FIELDS LANDING (2018)
 DH3867
 DH3867                         *CURRENT SURVEY CONTROL
 DH3867  ______________________________________________________________________
 DH3867* NAD 83(2011) POSITION- 40 41 27.92787(N) 124 14 13.27503(W)   ADJUSTED
 DH3867* NAD 83(2011) ELLIP HT-    -6.035 (meters)        (03/??/23)   ADJUSTED
 DH3867* NAD 83(2011) EPOCH   -  2010.00
 DH3867  ______________________________________________________________________
 DH3867  GEOID HEIGHT    -        -31.133 (meters)                     GEOID18
 DH3867  NAD 83(2011) X  - -2,724,769.960 (meters)                     COMP
 DH3867  NAD 83(2011) Y  - -4,003,810.009 (meters)                     COMP
 DH3867  NAD 83(2011) Z  -  4,136,468.696 (meters)                     COMP
 DH3867
 DH3867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3867  Standards:
 DH3867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3867  -------------------------------------------------------------------
 DH3867  NETWORK    0.14   0.37           0.05   0.06   0.19      0.35181500
 DH3867  -------------------------------------------------------------------
 DH3867
 DH3867.The coordinates were established by GPS observations
 DH3867.and adjusted by the National Geodetic Survey in March 2023.
 DH3867
 DH3867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3867.been affixed to the stable North American Tectonic Plate. 
 DH3867
 DH3867.The coordinates are valid at the epoch date displayed above
 DH3867.which is a decimal equivalence of Year/Month/Day.
 DH3867
 DH3867.Due to the release of the International GNSS Service (IGS) 2014
 DH3867.realization of the International Terrestrial Reference Frame of 2014
 DH3867.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH3867.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH3867.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH3867.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH3867.currently published epoch of 2010.00.
 DH3867
 DH3867.Additional information on MYCS2 is available at
 DH3867.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH3867
 DH3867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3867.GEOID18 height accuracy estimate available here.
 DH3867
 DH3867.The PID for the CORS L1 Phase Center is DR1557.
 DH3867
 DH3867.Click photographs - Photos may exist for this station.
 DH3867
 DH3867.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3867
 DH3867.The ellipsoidal height was determined by GPS observations
 DH3867.and is referenced to NAD 83.
 DH3867
 DH3867. The following values were computed from the NAD 83(2011) position.
 DH3867
 DH3867;                    North         East     Units Scale Factor Converg.
 DH3867;SPC CA 1     -   653,174.793 1,810,951.728   MT  0.99989778   -1 27 45.9
 DH3867;SPC CA 1     - 2,142,957.63  5,941,430.79   sFT  0.99989778   -1 27 45.9
 DH3867;UTM  10      - 4,505,201.858   395,479.219   MT  0.99973447   -0 48 23.7
 DH3867
 DH3867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3867!SPC CA 1     -   1.00000095  x   0.99989778  =   0.99989873
 DH3867!UTM  10      -   1.00000095  x   0.99973447  =   0.99973542
 DH3867
 DH3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL9547905201(NAD 83)
 DH3867
 DH3867                          SUPERSEDED SURVEY CONTROL
 DH3867
 DH3867  NAD 83(2011)-  40 41 27.92816(N)    124 14 13.27462(W) AD(2010.00) c
 DH3867  ELLIP H (06/??/19)   -6.030  (m)                       GP(2010.00) c c
 DH3867  NAD 83(2011)-  40 41 27.92827(N)    124 14 13.27512(W) AD(2010.00) c
 DH3867  ELLIP H (08/??/11)   -6.035  (m)                       GP(2010.00) c c
 DH3867  NAD 83(CORS)-  40 41 27.92262(N)    124 14 13.27692(W) AD(2002.00) c
 DH3867  ELLIP H (08/??/07)   -6.034  (m)                       GP(2002.00) c c
 DH3867  NAD 83(CORS)-  40 41 27.92261(N)    124 14 13.27631(W) AD(2002.00) c
 DH3867  ELLIP H (06/??/05)   -6.041  (m)                       GP(2002.00) c c
 DH3867
 DH3867.Superseded values are not recommended for survey control.
 DH3867
 DH3867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3867.See file dsdata.pdf to determine how the superseded data were derived.
 DH3867
 DH3867_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3867
 DH3867                          STATION DESCRIPTION
 DH3867
 DH3867'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DH3867'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DH3867'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DH3867'ACCESSIBLE AT THE WORLDWIDE WEB.
 DH3867'https://geodesy.noaa.gov/CORS/data.shtml
 DH3867'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 21:17:54 EST
 DH3869 ***********************************************************************
 DH3869  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3869  DESIGNATION -  TABLEBLUFFCN2004 CORS GRP
 DH3869  CORS_ID     -  P162
 DH3869  PID         -  DH3869
 DH3869  STATE/COUNTY-  CA/HUMBOLDT
 DH3869  COUNTRY     -  US
 DH3869  USGS QUAD   -  FIELDS LANDING (2018)
 DH3869
 DH3869                         *CURRENT SURVEY CONTROL
 DH3869  ______________________________________________________________________
 DH3869* NAD 83(2011) POSITION- 40 41 27.92787(N) 124 14 13.27503(W)   ADJUSTED
 DH3869* NAD 83(2011) ELLIP HT-    -6.043 (meters)        (03/??/23)   ADJUSTED
 DH3869* NAD 83(2011) EPOCH   -  2010.00
 DH3869  ______________________________________________________________________
 DH3869  GEOID HEIGHT    -        -31.133 (meters)                     GEOID18
 DH3869  NAD 83(2011) X  - -2,724,769.956 (meters)                     COMP
 DH3869  NAD 83(2011) Y  - -4,003,810.004 (meters)                     COMP
 DH3869  NAD 83(2011) Z  -  4,136,468.690 (meters)                     COMP
 DH3869  LAPLACE CORR    -          7.80  (seconds)                    DEFLEC18
 DH3869
 DH3869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3869  Standards:
 DH3869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3869  -------------------------------------------------------------------
 DH3869  NETWORK    0.14   0.37           0.05   0.06   0.19      0.35181500
 DH3869  -------------------------------------------------------------------
 DH3869
 DH3869.The horizontal coordinates were established by GPS observations
 DH3869.and adjusted by the National Geodetic Survey in March 2023.
 DH3869
 DH3869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3869.been affixed to the stable North American Tectonic Plate. 
 DH3869
 DH3869.The horizontal coordinates are valid at the epoch date displayed above
 DH3869.which is a decimal equivalence of Year/Month/Day.
 DH3869
 DH3869.Due to the release of the International GNSS Service (IGS) 2014
 DH3869.realization of the International Terrestrial Reference Frame of 2014
 DH3869.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH3869.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH3869.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH3869.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH3869.currently published epoch of 2010.00.
 DH3869
 DH3869.Additional information on MYCS2 is available at
 DH3869.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH3869
 DH3869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3869.GEOID18 height accuracy estimate available here.
 DH3869
 DH3869.Click photographs - Photos may exist for this station.
 DH3869
 DH3869.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3869
 DH3869.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3869
 DH3869.The ellipsoidal height was determined by GPS observations
 DH3869.and is referenced to NAD 83.
 DH3869
 DH3869. The following values were computed from the NAD 83(2011) position.
 DH3869
 DH3869;                    North         East     Units Scale Factor Converg.
 DH3869;SPC CA 1     -   653,174.793 1,810,951.728   MT  0.99989778   -1 27 45.9
 DH3869;SPC CA 1     - 2,142,957.63  5,941,430.79   sFT  0.99989778   -1 27 45.9
 DH3869;UTM  10      - 4,505,201.858   395,479.219   MT  0.99973447   -0 48 23.7
 DH3869
 DH3869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3869!SPC CA 1     -   1.00000095  x   0.99989778  =   0.99989873
 DH3869!UTM  10      -   1.00000095  x   0.99973447  =   0.99973542
 DH3869
 DH3869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL9547905201(NAD 83)
 DH3869
 DH3869                          SUPERSEDED SURVEY CONTROL
 DH3869
 DH3869  NAD 83(2011)-  40 41 27.92816(N)    124 14 13.27462(W) AD(2010.00) A
 DH3869  ELLIP H (06/??/19)   -6.039  (m)                       GP(2010.00) 4 1
 DH3869  NAD 83(2011)-  40 41 27.92827(N)    124 14 13.27512(W) AD(2010.00) A
 DH3869  ELLIP H (08/??/11)   -6.043  (m)                       GP(2010.00) 4 1
 DH3869  NAD 83(CORS)-  40 41 27.92262(N)    124 14 13.27692(W) AD(2002.00) A
 DH3869  ELLIP H (08/??/07)   -6.042  (m)                       GP(2002.00) 4 1
 DH3869  NAD 83(CORS)-  40 41 27.92261(N)    124 14 13.27631(W) AD(2002.00) A
 DH3869  ELLIP H (06/??/05)   -6.050  (m)                       GP(2002.00) 4 1
 DH3869
 DH3869.Superseded values are not recommended for survey control.
 DH3869
 DH3869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3869.See file dsdata.pdf to determine how the superseded data were derived.
 DH3869
 DH3869_STAMPING: UNKNOWN
 DH3869
 DH3869                          STATION DESCRIPTION
 DH3869
 DH3869'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P162'
 DH3869'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH3869'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3869'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3869'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DH3869'   https://geodesy.noaa.gov/corsdata/station_log
 DH3869'   https://geodesy.noaa.gov/CORS
 DH3869'RECOVERED AS DESCRIBED.




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