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 03:50:18 EST
 DM6192 ***********************************************************************
 DM6192  HT_MOD      -  This is a Height Modernization Survey Station.
 DM6192  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM6192  DESIGNATION -  PARI OBS NC 2008 CORS ARP
 DM6192  CORS_ID     -  P779
 DM6192  PID         -  DM6192
 DM6192  STATE/COUNTY-  NC/TRANSYLVANIA
 DM6192  COUNTRY     -  US
 DM6192  USGS QUAD   -  ROSMAN (2019)
 DM6192
 DM6192                         *CURRENT SURVEY CONTROL
 DM6192  ______________________________________________________________________
 DM6192* NAD 83(2011) POSITION- 35 12 06.96417(N) 082 52 20.90286(W)   ADJUSTED
 DM6192* NAD 83(2011) ELLIP HT-   880.095 (meters)        (06/??/19)   ADJUSTED
 DM6192* NAD 83(2011) EPOCH   -  2010.00
 DM6192* NAVD 88 ORTHO HEIGHT -   909.68  (meters)     2984.5   (feet) GPS OBS
 DM6192  ______________________________________________________________________
 DM6192  NAVD 88 orthometric height was determined with an earlier geoid model
 DM6192  GEOID HEIGHT    -        -29.584 (meters)                     GEOID18
 DM6192  NAD 83(2011) X  -    647,472.855 (meters)                     COMP
 DM6192  NAD 83(2011) Y  - -5,177,939.341 (meters)                     COMP
 DM6192  NAD 83(2011) Z  -  3,656,703.114 (meters)                     COMP
 DM6192
 DM6192  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM6192  Standards:
 DM6192         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM6192            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM6192  -------------------------------------------------------------------
 DM6192  NETWORK    0.11   0.31           0.04   0.05   0.16      0.02210700
 DM6192  -------------------------------------------------------------------
 DM6192
 DM6192.The coordinates were established by GPS observations
 DM6192.and adjusted by the National Geodetic Survey in June 2019.
 DM6192
 DM6192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM6192.been affixed to the stable North American Tectonic Plate. 
 DM6192
 DM6192.The coordinates are valid at the epoch date displayed above
 DM6192.which is a decimal equivalence of Year/Month/Day.
 DM6192
 DM6192.Due to the release of the International GNSS Service (IGS) 2014
 DM6192.realization of the International Terrestrial Reference Frame of 2014
 DM6192.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM6192.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM6192.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM6192.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM6192.currently published epoch of 2010.00.
 DM6192
 DM6192.Additional information on MYCS2 is available at
 DM6192.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM6192
 DM6192.The orthometric height was determined by GPS observations and a
 DM6192.high-resolution geoid model using precise GPS observation and
 DM6192.processing techniques.
 DM6192
 DM6192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6192.GEOID18 height accuracy estimate available here.
 DM6192
 DM6192.The PID for the CORS L1 Phase Center is DO4649.
 DM6192
 DM6192.Click photographs - Photos may exist for this station.
 DM6192
 DM6192.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM6192
 DM6192.The ellipsoidal height was determined by GPS observations
 DM6192.and is referenced to NAD 83.
 DM6192
 DM6192. The following values were computed from the NAD 83(2011) position.
 DM6192
 DM6192;                    North         East     Units Scale Factor Converg.
 DM6192;SPC NC       -   167,939.378   257,095.137   MT  0.99987297   -2 14 06.3
 DM6192;SPC NC       -   550,981.11    843,486.30   sFT  0.99987297   -2 14 06.3
 DM6192;UTM  17      - 3,897,043.165   329,544.308   MT  0.99995809   -1 04 46.8
 DM6192
 DM6192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6192!SPC NC       -   0.99986188  x   0.99987297  =   0.99973486
 DM6192!UTM  17      -   0.99986188  x   0.99995809  =   0.99981997
 DM6192
 DM6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2954497043(NAD 83)
 DM6192
 DM6192                          SUPERSEDED SURVEY CONTROL
 DM6192
 DM6192  NAD 83(2011)-  35 12 06.96417(N)    082 52 20.90284(W) AD(2010.00) c
 DM6192  ELLIP H (08/??/12)  880.094  (m)                       GP(2010.00) c c
 DM6192  ELLIP H (06/27/12)  880.064  (m)                       GP(2010.00) 0 0
 DM6192  NAD 83(2011)-  35 12 06.96415(N)    082 52 20.90267(W) AD(2010.00) c
 DM6192  NAD 83(2011)-  35 12 06.96417(N)    082 52 20.90284(W) AD(2010.00) c
 DM6192  ELLIP H (08/??/11)  880.085  (m)                       GP(2010.00) c c
 DM6192  NAD 83(CORS)-  35 12 06.96445(N)    082 52 20.90365(W) AD(2002.00) c
 DM6192  ELLIP H (03/??/11)  880.081  (m)                       GP(2002.00) c c
 DM6192  NAVD 88 (04/09/13)  909.63   (m)  GEOID12A model used  GPS OBS        
 DM6192  NAVD 88 (06/13/11)  909.67   (m)  GEOID09  model used  GPS OBS        
 DM6192
 DM6192.Superseded values are not recommended for survey control.
 DM6192
 DM6192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM6192.See file dsdata.pdf to determine how the superseded data were derived.
 DM6192
 DM6192_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM6192
 DM6192                          STATION DESCRIPTION
 DM6192
 DM6192'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DM6192'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DM6192'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DM6192'ACCESSIBLE AT THE WORLDWIDE WEB.
 DM6192'https://geodesy.noaa.gov/CORS/data.shtml
 DM6192'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 03:50:18 EST
 DM6194 ***********************************************************************
 DM6194  HT_MOD      -  This is a Height Modernization Survey Station.
 DM6194  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM6194  DESIGNATION -  PARI_OBS_NC_2008 CORS GRP
 DM6194  CORS_ID     -  P779
 DM6194  PID         -  DM6194
 DM6194  STATE/COUNTY-  NC/TRANSYLVANIA
 DM6194  COUNTRY     -  US
 DM6194  USGS QUAD   -  ROSMAN (2019)
 DM6194
 DM6194                         *CURRENT SURVEY CONTROL
 DM6194  ______________________________________________________________________
 DM6194* NAD 83(2011) POSITION- 35 12 06.96417(N) 082 52 20.90286(W)   ADJUSTED
 DM6194* NAD 83(2011) ELLIP HT-   880.087 (meters)        (06/??/19)   ADJUSTED
 DM6194* NAD 83(2011) EPOCH   -  2010.00
 DM6194* NAVD 88 ORTHO HEIGHT -   909.67  (meters)     2984.5   (feet) GPS OBS
 DM6194  ______________________________________________________________________
 DM6194  GEOID HEIGHT    -        -29.584 (meters)                     GEOID18
 DM6194  NAD 83(2011) X  -    647,472.855 (meters)                     COMP
 DM6194  NAD 83(2011) Y  - -5,177,939.335 (meters)                     COMP
 DM6194  NAD 83(2011) Z  -  3,656,703.109 (meters)                     COMP
 DM6194  LAPLACE CORR    -         -7.11  (seconds)                    DEFLEC18
 DM6194
 DM6194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM6194  Standards:
 DM6194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM6194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM6194  -------------------------------------------------------------------
 DM6194  NETWORK    0.11   0.31           0.04   0.05   0.16      0.02210700
 DM6194  -------------------------------------------------------------------
 DM6194
 DM6194.The horizontal coordinates were established by GPS observations
 DM6194.and adjusted by the National Geodetic Survey in June 2019.
 DM6194
 DM6194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM6194.been affixed to the stable North American Tectonic Plate. 
 DM6194
 DM6194.The horizontal coordinates are valid at the epoch date displayed above
 DM6194.which is a decimal equivalence of Year/Month/Day.
 DM6194
 DM6194.Due to the release of the International GNSS Service (IGS) 2014
 DM6194.realization of the International Terrestrial Reference Frame of 2014
 DM6194.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM6194.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM6194.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM6194.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM6194.currently published epoch of 2010.00.
 DM6194
 DM6194.Additional information on MYCS2 is available at
 DM6194.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM6194
 DM6194.The orthometric height was determined by GPS observations and a
 DM6194.high-resolution geoid model using precise GPS observation and
 DM6194.processing techniques.
 DM6194
 DM6194.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6194.GEOID18 height accuracy estimate available here.
 DM6194
 DM6194.Click photographs - Photos may exist for this station.
 DM6194
 DM6194.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM6194
 DM6194.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM6194
 DM6194.The ellipsoidal height was determined by GPS observations
 DM6194.and is referenced to NAD 83.
 DM6194
 DM6194. The following values were computed from the NAD 83(2011) position.
 DM6194
 DM6194;                    North         East     Units Scale Factor Converg.
 DM6194;SPC NC       -   167,939.378   257,095.137   MT  0.99987297   -2 14 06.3
 DM6194;SPC NC       -   550,981.11    843,486.30   sFT  0.99987297   -2 14 06.3
 DM6194;UTM  17      - 3,897,043.165   329,544.308   MT  0.99995809   -1 04 46.8
 DM6194
 DM6194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6194!SPC NC       -   0.99986188  x   0.99987297  =   0.99973487
 DM6194!UTM  17      -   0.99986188  x   0.99995809  =   0.99981997
 DM6194
 DM6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2954497043(NAD 83)
 DM6194
 DM6194                          SUPERSEDED SURVEY CONTROL
 DM6194
 DM6194  NAD 83(2011)-  35 12 06.96418(N)    082 52 20.90283(W) AD(2010.00) 0
 DM6194  NAD 83(2011)-  35 12 06.96417(N)    082 52 20.90284(W) AD(2010.00) A
 DM6194  ELLIP H (08/??/12)  880.085  (m)                       GP(2010.00) 4 1
 DM6194  NAD 83(2011)-  35 12 06.96417(N)    082 52 20.90284(W) AD(2010.00) A
 DM6194  ELLIP H (08/??/11)  880.077  (m)                       GP(2010.00) 4 1
 DM6194  NAD 83(CORS)-  35 12 06.96445(N)    082 52 20.90365(W) AD(2002.00) A
 DM6194  ELLIP H (03/??/11)  880.072  (m)                       GP(2002.00) 4 1
 DM6194
 DM6194.Superseded values are not recommended for survey control.
 DM6194
 DM6194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM6194.See file dsdata.pdf to determine how the superseded data were derived.
 DM6194
 DM6194_STAMPING: UNKNOWN
 DM6194
 DM6194                          STATION DESCRIPTION
 DM6194
 DM6194'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P779'
 DM6194'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DM6194'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DM6194'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DM6194'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DM6194'   https://geodesy.noaa.gov/corsdata/station_log
 DM6194'   https://geodesy.noaa.gov/CORS
 DM6194'RECOVERED AS DESCRIBED.




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