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 10:47:47 EST
 DN7393 ***********************************************************************
 DN7393  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN7393  DESIGNATION -  HOOKERDOMECN2005 CORS ARP
 DN7393  CORS_ID     -  P345
 DN7393  PID         -  DN7393
 DN7393  STATE/COUNTY-  CA/TEHAMA
 DN7393  COUNTRY     -  US
 DN7393  USGS QUAD   -  HOOKER (2018)
 DN7393
 DN7393                         *CURRENT SURVEY CONTROL
 DN7393  ______________________________________________________________________
 DN7393* NAD 83(2011) POSITION- 40 16 16.43043(N) 122 16 14.84882(W)   ADJUSTED
 DN7393* NAD 83(2011) ELLIP HT-   134.561 (meters)        (06/??/19)   ADJUSTED
 DN7393* NAD 83(2011) EPOCH   -  2010.00
 DN7393  ______________________________________________________________________
 DN7393  GEOID HEIGHT    -        -28.502 (meters)                     GEOID18
 DN7393  NAD 83(2011) X  - -2,602,010.881 (meters)                     COMP
 DN7393  NAD 83(2011) Y  - -4,120,623.565 (meters)                     COMP
 DN7393  NAD 83(2011) Z  -  4,101,097.381 (meters)                     COMP
 DN7393
 DN7393  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN7393  Standards:
 DN7393         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN7393            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN7393  -------------------------------------------------------------------
 DN7393  NETWORK    0.17   0.46           0.07   0.06   0.23      0.05351700
 DN7393  -------------------------------------------------------------------
 DN7393
 DN7393.The coordinates were established by GPS observations
 DN7393.and adjusted by the National Geodetic Survey in June 2019.
 DN7393
 DN7393.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN7393.been affixed to the stable North American Tectonic Plate. 
 DN7393
 DN7393.The coordinates are valid at the epoch date displayed above
 DN7393.which is a decimal equivalence of Year/Month/Day.
 DN7393
 DN7393.Due to the release of the International GNSS Service (IGS) 2014
 DN7393.realization of the International Terrestrial Reference Frame of 2014
 DN7393.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DN7393.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DN7393.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DN7393.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DN7393.currently published epoch of 2010.00.
 DN7393
 DN7393.Additional information on MYCS2 is available at
 DN7393.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DN7393
 DN7393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN7393.GEOID18 height accuracy estimate available here.
 DN7393
 DN7393.The PID for the CORS L1 Phase Center is DR3601.
 DN7393
 DN7393.Click photographs - Photos may exist for this station.
 DN7393
 DN7393.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN7393
 DN7393.The ellipsoidal height was determined by GPS observations
 DN7393.and is referenced to NAD 83.
 DN7393
 DN7393. The following values were computed from the NAD 83(2011) position.
 DN7393
 DN7393;                    North         East     Units Scale Factor Converg.
 DN7393;SPC CA 1     -   604,178.052 1,976,969.189   MT  0.99994274   -0 10 37.4
 DN7393;SPC CA 1     - 1,982,207.49  6,486,106.41   sFT  0.99994274   -0 10 37.4
 DN7393;UTM  10      - 4,458,116.911   561,998.336   MT  0.99964732   +0 28 17.0
 DN7393
 DN7393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN7393!SPC CA 1     -   0.99997889  x   0.99994274  =   0.99992163
 DN7393!UTM  10      -   0.99997889  x   0.99964732  =   0.99962622
 DN7393
 DN7393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK6199858116(NAD 83)
 DN7393
 DN7393                          SUPERSEDED SURVEY CONTROL
 DN7393
 DN7393  NAD 83(2011)-  40 16 16.43056(N)    122 16 14.84864(W) AD(2010.00) c
 DN7393  ELLIP H (04/??/12)  134.563  (m)                       GP(2010.00) c c
 DN7393  NAD 83(CORS)-  40 16 16.42843(N)    122 16 14.84589(W) AD(2002.00) c
 DN7393  ELLIP H (04/??/12)  134.553  (m)                       GP(2002.00) c c
 DN7393
 DN7393.Superseded values are not recommended for survey control.
 DN7393
 DN7393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN7393.See file dsdata.pdf to determine how the superseded data were derived.
 DN7393
 DN7393_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DN7393
 DN7393                          STATION DESCRIPTION
 DN7393
 DN7393'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DN7393'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DN7393'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DN7393'ACCESSIBLE AT THE WORLDWIDE WEB.
 DN7393'https://geodesy.noaa.gov/CORS/data.shtml
 DN7393'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 10:47:47 EST
 DL9240 ***********************************************************************
 DL9240  HT_MOD      -  This is a Height Modernization Survey Station.
 DL9240  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL9240  DESIGNATION -  HOOKERDOMECN2005 CORS GRP
 DL9240  CORS_ID     -  P345
 DL9240  PID         -  DL9240
 DL9240  STATE/COUNTY-  CA/TEHAMA
 DL9240  COUNTRY     -  US
 DL9240  USGS QUAD   -  HOOKER (2018)
 DL9240
 DL9240                         *CURRENT SURVEY CONTROL
 DL9240  ______________________________________________________________________
 DL9240* NAD 83(2011) POSITION- 40 16 16.43043(N) 122 16 14.84882(W)   ADJUSTED
 DL9240* NAD 83(2011) ELLIP HT-   134.553 (meters)        (06/??/19)   ADJUSTED
 DL9240* NAD 83(2011) EPOCH   -  2010.00
 DL9240* NAVD 88 ORTHO HEIGHT -   163.07  (meters)      535.0   (feet) GPS OBS
 DL9240  ______________________________________________________________________
 DL9240  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9240  GEOID HEIGHT    -        -28.540 (meters)                     GEOID09
 DL9240  GEOID HEIGHT    -        -28.502 (meters)                     GEOID18
 DL9240  NAD 83(2011) X  - -2,602,010.877 (meters)                     COMP
 DL9240  NAD 83(2011) Y  - -4,120,623.560 (meters)                     COMP
 DL9240  NAD 83(2011) Z  -  4,101,097.376 (meters)                     COMP
 DL9240  LAPLACE CORR    -          7.31  (seconds)                    DEFLEC18
 DL9240
 DL9240  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9240  Standards:
 DL9240         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9240            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9240  -------------------------------------------------------------------
 DL9240  NETWORK    0.17   0.46           0.07   0.06   0.23      0.05351700
 DL9240  -------------------------------------------------------------------
 DL9240
 DL9240.The horizontal coordinates were established by GPS observations
 DL9240.and adjusted by the National Geodetic Survey in June 2019.
 DL9240
 DL9240.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9240.been affixed to the stable North American Tectonic Plate. 
 DL9240
 DL9240.The horizontal coordinates are valid at the epoch date displayed above
 DL9240.which is a decimal equivalence of Year/Month/Day.
 DL9240
 DL9240.Due to the release of the International GNSS Service (IGS) 2014
 DL9240.realization of the International Terrestrial Reference Frame of 2014
 DL9240.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL9240.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL9240.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL9240.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL9240.currently published epoch of 2010.00.
 DL9240
 DL9240.Additional information on MYCS2 is available at
 DL9240.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL9240
 DL9240.The orthometric height was determined by GPS observations and a
 DL9240.high-resolution geoid model using precise GPS observation and
 DL9240.processing techniques.
 DL9240
 DL9240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9240.GEOID18 height accuracy estimate available here.
 DL9240
 DL9240.Click photographs - Photos may exist for this station.
 DL9240
 DL9240.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL9240
 DL9240.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL9240
 DL9240.The ellipsoidal height was determined by GPS observations
 DL9240.and is referenced to NAD 83.
 DL9240
 DL9240. The following values were computed from the NAD 83(2011) position.
 DL9240
 DL9240;                    North         East     Units Scale Factor Converg.
 DL9240;SPC CA 1     -   604,178.052 1,976,969.189   MT  0.99994274   -0 10 37.4
 DL9240;SPC CA 1     - 1,982,207.49  6,486,106.41   sFT  0.99994274   -0 10 37.4
 DL9240;UTM  10      - 4,458,116.911   561,998.336   MT  0.99964732   +0 28 17.0
 DL9240
 DL9240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9240!SPC CA 1     -   0.99997889  x   0.99994274  =   0.99992163
 DL9240!UTM  10      -   0.99997889  x   0.99964732  =   0.99962622
 DL9240
 DL9240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK6199858116(NAD 83)
 DL9240
 DL9240                          SUPERSEDED SURVEY CONTROL
 DL9240
 DL9240  ELLIP H (06/27/12)  134.565  (m)                       GP(2010.00) 0 0
 DL9240  NAD 83(2011)-  40 16 16.43050(N)    122 16 14.84873(W) AD(2010.00) 0
 DL9240  NAD 83(2011)-  40 16 16.43056(N)    122 16 14.84864(W) AD(2010.00) A
 DL9240  ELLIP H (04/??/12)  134.555  (m)                       GP(2010.00) 4 1
 DL9240  NAD 83(CORS)-  40 16 16.42843(N)    122 16 14.84589(W) AD(2002.00) A
 DL9240  ELLIP H (04/??/12)  134.544  (m)                       GP(2002.00) 4 1
 DL9240  ELLIP H (06/22/10)  134.533  (m)                       GP(2007.00) 3 2
 DL9240  NAD 83(2007)-  40 16 16.42993(N)    122 16 14.84758(W) AD(2007.00) B
 DL9240
 DL9240.Superseded values are not recommended for survey control.
 DL9240
 DL9240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9240.See file dsdata.pdf to determine how the superseded data were derived.
 DL9240
 DL9240_MARKER: Z = SEE DESCRIPTION
 DL9240_SETTING: 0 = UNSPECIFIED SETTING
 DL9240_SP_SET: CGPS
 DL9240_STAMPING: NONE
 DL9240_MARK LOGO: NONE
 DL9240_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL9240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9240+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2008
 DL9240
 DL9240  HISTORY     - Date     Condition        Report By
 DL9240  HISTORY     - 20080101 MONUMENTED       UNAVPB
 DL9240
 DL9240                          STATION DESCRIPTION
 DL9240
 DL9240'DESCRIBED BY UNAVCO-PBO 2008
 DL9240'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P345'
 DL9240'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DL9240'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DL9240'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DL9240'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DL9240'   https://geodesy.noaa.gov/corsdata/station_log
 DL9240'   https://geodesy.noaa.gov/CORS
 DL9240'RECOVERED AS DESCRIBED.




 *** retrieval complete.
 Elapsed Time = 00:00:04