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 14:34:44 EST
 AI1410 ***********************************************************************
 AI1410  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI1410  DESIGNATION -  TUNG_BRGN_NV1996 CORS ARP
 AI1410  CORS_ID     -  TUNG
 AI1410  PID         -  AI1410
 AI1410  STATE/COUNTY-  NV/PERSHING
 AI1410  COUNTRY     -  US
 AI1410  USGS QUAD   -  RYE PATCH DAM (2018)
 AI1410
 AI1410                         *CURRENT SURVEY CONTROL
 AI1410  ______________________________________________________________________
 AI1410* NAD 83(2011) POSITION- 40 24 11.50824(N) 118 15 26.96467(W)   ADJUSTED
 AI1410* NAD 83(2011) ELLIP HT-  1415.415 (meters)        (03/??/23)   ADJUSTED
 AI1410* NAD 83(2011) EPOCH   -  2010.00
 AI1410  ______________________________________________________________________
 AI1410  GEOID HEIGHT    -        -22.006 (meters)                     GEOID18
 AI1410  NAD 83(2011) X  - -2,303,206.985 (meters)                     COMP
 AI1410  NAD 83(2011) Y  - -4,285,132.993 (meters)                     COMP
 AI1410  NAD 83(2011) Z  -  4,113,097.540 (meters)                     COMP
 AI1410
 AI1410  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI1410  Standards:
 AI1410         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI1410            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI1410  -------------------------------------------------------------------
 AI1410  NETWORK    0.15   0.47           0.07   0.06   0.24      0.12906900
 AI1410  -------------------------------------------------------------------
 AI1410
 AI1410.The coordinates were established by GPS observations
 AI1410.and adjusted by the National Geodetic Survey in March 2023.
 AI1410
 AI1410.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI1410.been affixed to the stable North American Tectonic Plate. 
 AI1410
 AI1410.The coordinates are valid at the epoch date displayed above
 AI1410.which is a decimal equivalence of Year/Month/Day.
 AI1410
 AI1410.Due to the release of the International GNSS Service (IGS) 2014
 AI1410.realization of the International Terrestrial Reference Frame of 2014
 AI1410.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AI1410.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AI1410.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AI1410.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AI1410.currently published epoch of 2010.00.
 AI1410
 AI1410.Additional information on MYCS2 is available at
 AI1410.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AI1410
 AI1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI1410.GEOID18 height accuracy estimate available here.
 AI1410
 AI1410.The PID for the CORS L1 Phase Center is DR3557.
 AI1410
 AI1410.Click photographs - Photos may exist for this station.
 AI1410
 AI1410.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI1410
 AI1410.The ellipsoidal height was determined by GPS observations
 AI1410.and is referenced to NAD 83.
 AI1410
 AI1410. The following values were computed from the NAD 83(2011) position.
 AI1410
 AI1410;                    North         East     Units Scale Factor Converg.
 AI1410;SPC NV W     - 4,627,429.297   827,657.916   MT  0.99990941   +0 12 40.3
 AI1410;SPC NV W     -15,181,824.29  2,715,407.68   sFT  0.99990941   +0 12 40.3
 AI1410;UTM  11      - 4,473,268.714   393,293.615   MT  0.99974016   -0 48 54.5
 AI1410
 AI1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1410!SPC NV W     -   0.99977801  x   0.99990941  =   0.99968744
 AI1410!UTM  11      -   0.99977801  x   0.99974016  =   0.99951823
 AI1410
 AI1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE9329373268(NAD 83)
 AI1410
 AI1410                          SUPERSEDED SURVEY CONTROL
 AI1410
 AI1410  NAD 83(2011)-  40 24 11.50824(N)    118 15 26.96489(W) AD(2010.00) c
 AI1410  ELLIP H (06/??/19) 1415.422  (m)                       GP(2010.00) c c
 AI1410  ELLIP H (06/27/12) 1415.403  (m)                       GP(2010.00) 0 0
 AI1410  NAD 83(2011)-  40 24 11.50856(N)    118 15 26.96446(W) AD(2010.00) c
 AI1410  NAD 83(2011)-  40 24 11.50834(N)    118 15 26.96488(W) AD(2010.00) c
 AI1410  ELLIP H (08/??/11) 1415.419  (m)                       GP(2010.00) c c
 AI1410  ELLIP H (02/10/07) 1415.416  (m)                       GP(2007.00)    
 AI1410  NAD 83(2007)-  40 24 11.50766(N)    118 15 26.96438(W) AD(2007.00) c
 AI1410  NAD 83(CORS)-  40 24 11.50757(N)    118 15 26.96344(W) AD(2002.00) c
 AI1410  ELLIP H (04/??/06) 1415.416  (m)                       GP(2002.00) c c
 AI1410  NAD 83(CORS)-  40 24 11.50707(N)    118 15 26.96377(W) AD(2002.00) c
 AI1410  ELLIP H (03/??/02) 1415.411  (m)                       GP(2002.00) c c
 AI1410  NAD 83(CORS)-  40 24 11.50649(N)    118 15 26.96357(W) AD(1997.00) c
 AI1410  ELLIP H (08/??/99) 1415.428  (m)                       GP(1997.00) c c
 AI1410
 AI1410.Superseded values are not recommended for survey control.
 AI1410
 AI1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1410.See file dsdata.pdf to determine how the superseded data were derived.
 AI1410
 AI1410_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI1410
 AI1410                          STATION DESCRIPTION
 AI1410
 AI1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 AI1410'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AI1410'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AI1410'ACCESSIBLE AT THE WORLDWIDE WEB.
 AI1410'https://geodesy.noaa.gov/CORS/data.shtml
 AI1410'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 17, 2025 14:34:44 EST
 DH4796 ***********************************************************************
 DH4796  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4796  DESIGNATION -  TUNG_BRGN_NV1996 CORS MON
 DH4796  CORS_ID     -  TUNG
 DH4796  PID         -  DH4796
 DH4796  STATE/COUNTY-  NV/PERSHING
 DH4796  COUNTRY     -  US
 DH4796  USGS QUAD   -  RYE PATCH DAM (2018)
 DH4796
 DH4796                         *CURRENT SURVEY CONTROL
 DH4796  ______________________________________________________________________
 DH4796* NAD 83(2011) POSITION- 40 24 11.50824(N) 118 15 26.96467(W)   ADJUSTED
 DH4796* NAD 83(2011) ELLIP HT-  1415.326 (meters)        (03/??/23)   ADJUSTED
 DH4796* NAD 83(2011) EPOCH   -  2010.00
 DH4796  ______________________________________________________________________
 DH4796  GEOID HEIGHT    -        -22.006 (meters)                     GEOID18
 DH4796  NAD 83(2011) X  - -2,303,206.952 (meters)                     COMP
 DH4796  NAD 83(2011) Y  - -4,285,132.933 (meters)                     COMP
 DH4796  NAD 83(2011) Z  -  4,113,097.482 (meters)                     COMP
 DH4796  LAPLACE CORR    -         14.30  (seconds)                    DEFLEC18
 DH4796
 DH4796  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH4796  Standards:
 DH4796         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH4796            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH4796  -------------------------------------------------------------------
 DH4796  NETWORK    0.15   0.47           0.07   0.06   0.24      0.12906900
 DH4796  -------------------------------------------------------------------
 DH4796
 DH4796.The horizontal coordinates were established by GPS observations
 DH4796.and adjusted by the National Geodetic Survey in March 2023.
 DH4796
 DH4796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH4796.been affixed to the stable North American Tectonic Plate. 
 DH4796
 DH4796.The horizontal coordinates are valid at the epoch date displayed above
 DH4796.which is a decimal equivalence of Year/Month/Day.
 DH4796
 DH4796.Due to the release of the International GNSS Service (IGS) 2014
 DH4796.realization of the International Terrestrial Reference Frame of 2014
 DH4796.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH4796.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH4796.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH4796.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH4796.currently published epoch of 2010.00.
 DH4796
 DH4796.Additional information on MYCS2 is available at
 DH4796.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH4796
 DH4796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH4796.GEOID18 height accuracy estimate available here.
 DH4796
 DH4796.Click photographs - Photos may exist for this station.
 DH4796
 DH4796.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4796
 DH4796.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH4796
 DH4796.The ellipsoidal height was determined by GPS observations
 DH4796.and is referenced to NAD 83.
 DH4796
 DH4796. The following values were computed from the NAD 83(2011) position.
 DH4796
 DH4796;                    North         East     Units Scale Factor Converg.
 DH4796;SPC NV W     - 4,627,429.297   827,657.916   MT  0.99990941   +0 12 40.3
 DH4796;SPC NV W     -15,181,824.29  2,715,407.68   sFT  0.99990941   +0 12 40.3
 DH4796;UTM  11      - 4,473,268.714   393,293.615   MT  0.99974016   -0 48 54.5
 DH4796
 DH4796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4796!SPC NV W     -   0.99977803  x   0.99990941  =   0.99968746
 DH4796!UTM  11      -   0.99977803  x   0.99974016  =   0.99951824
 DH4796
 DH4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE9329373268(NAD 83)
 DH4796
 DH4796                          SUPERSEDED SURVEY CONTROL
 DH4796
 DH4796  NAD 83(2011)-  40 24 11.50824(N)    118 15 26.96489(W) AD(2010.00) A
 DH4796  ELLIP H (06/??/19) 1415.333  (m)                       GP(2010.00) 4 1
 DH4796  NAD 83(2011)-  40 24 11.50834(N)    118 15 26.96488(W) AD(2010.00) A
 DH4796  ELLIP H (08/??/11) 1415.329  (m)                       GP(2010.00) 4 1
 DH4796  NAD 83(CORS)-  40 24 11.50757(N)    118 15 26.96344(W) AD(2002.00) A
 DH4796  ELLIP H (04/??/06) 1415.327  (m)                       GP(2002.00) 4 1
 DH4796  NAD 83(CORS)-  40 24 11.50707(N)    118 15 26.96377(W) AD(2002.00) A
 DH4796  ELLIP H (03/??/02) 1415.322  (m)                       GP(2002.00) 4 1
 DH4796  NAD 83(CORS)-  40 24 11.50649(N)    118 15 26.96357(W) AD(1997.00) A
 DH4796  ELLIP H (08/??/99) 1415.339  (m)                       GP(1997.00) 4 1
 DH4796
 DH4796.Superseded values are not recommended for survey control.
 DH4796
 DH4796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4796.See file dsdata.pdf to determine how the superseded data were derived.
 DH4796
 DH4796_STAMPING: UNKNOWN
 DH4796
 DH4796  HISTORY     - Date     Condition        Report By
 DH4796  HISTORY     - UNK      MONUMENTED       UNAVPS
 DH4796
 DH4796                          STATION DESCRIPTION
 DH4796
 DH4796'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'TUNG'
 DH4796'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH4796'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4796'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4796'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DH4796'   https://geodesy.noaa.gov/corsdata/station_log
 DH4796'   https://geodesy.noaa.gov/CORS
 DH4796'RECOVERED AS DESCRIBED.




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