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 10:50:08 EST
 DF9213 ***********************************************************************
 DF9213  HT_MOD      -  This is a Height Modernization Survey Station.
 DF9213  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9213  DESIGNATION -  BURLINGTON CORS ARP
 DF9213  CORS_ID     -  NCBU
 DF9213  PID         -  DF9213
 DF9213  STATE/COUNTY-  NC/ALAMANCE
 DF9213  COUNTRY     -  US
 DF9213  USGS QUAD   -  BURLINGTON (2019)
 DF9213
 DF9213                         *CURRENT SURVEY CONTROL
 DF9213  ______________________________________________________________________
 DF9213* NAD 83(2011) POSITION- 36 05 29.58606(N) 079 26 12.17626(W)   ADJUSTED
 DF9213* NAD 83(2011) ELLIP HT-   173.416 (meters)        (03/??/23)   ADJUSTED
 DF9213* NAD 83(2011) EPOCH   -  2010.00
 DF9213* NAVD 88 ORTHO HEIGHT -   203.61  (meters)      668.0   (feet) GPS OBS
 DF9213  ______________________________________________________________________
 DF9213  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF9213  GEOID HEIGHT    -        -30.225 (meters)                     GEOID03
 DF9213  GEOID HEIGHT    -        -30.229 (meters)                     GEOID18
 DF9213  NAD 83(2011) X  -    945,968.196 (meters)                     COMP
 DF9213  NAD 83(2011) Y  - -5,072,712.170 (meters)                     COMP
 DF9213  NAD 83(2011) Z  -  3,736,507.505 (meters)                     COMP
 DF9213
 DF9213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9213  Standards:
 DF9213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9213  -------------------------------------------------------------------
 DF9213  NETWORK    0.10   0.31           0.04   0.04   0.16      0.01922900
 DF9213  -------------------------------------------------------------------
 DF9213
 DF9213.The coordinates were established by GPS observations
 DF9213.and adjusted by the National Geodetic Survey in March 2023.
 DF9213
 DF9213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9213.been affixed to the stable North American Tectonic Plate. 
 DF9213
 DF9213.The coordinates are valid at the epoch date displayed above
 DF9213.which is a decimal equivalence of Year/Month/Day.
 DF9213
 DF9213.Due to the release of the International GNSS Service (IGS) 2014
 DF9213.realization of the International Terrestrial Reference Frame of 2014
 DF9213.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF9213.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF9213.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF9213.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF9213.currently published epoch of 2010.00.
 DF9213
 DF9213.Additional information on MYCS2 is available at
 DF9213.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF9213
 DF9213.The orthometric height was determined by GPS observations and a
 DF9213.high-resolution geoid model using precise GPS observation and
 DF9213.processing techniques.
 DF9213
 DF9213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9213.GEOID18 height accuracy estimate available here.
 DF9213
 DF9213.The PID for the CORS L1 Phase Center is DR7665.
 DF9213
 DF9213.Click photographs - Photos may exist for this station.
 DF9213
 DF9213.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9213
 DF9213.The ellipsoidal height was determined by GPS observations
 DF9213.and is referenced to NAD 83.
 DF9213
 DF9213. The following values were computed from the NAD 83(2011) position.
 DF9213
 DF9213;                    North         East     Units Scale Factor Converg.
 DF9213;SPC NC       -   259,845.466   570,271.808   MT  0.99997990   -0 15 07.4
 DF9213;SPC NC       -   852,509.67  1,870,966.76   sFT  0.99997990   -0 15 07.4
 DF9213;UTM  17      - 3,995,234.126   640,737.464   MT  0.99984406   +0 55 15.8
 DF9213
 DF9213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9213!SPC NC       -   0.99997278  x   0.99997990  =   0.99995268
 DF9213!UTM  17      -   0.99997278  x   0.99984406  =   0.99981685
 DF9213
 DF9213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4073795234(NAD 83)
 DF9213
 DF9213                          SUPERSEDED SURVEY CONTROL
 DF9213
 DF9213  NAD 83(2011)-  36 05 29.58608(N)    079 26 12.17628(W) AD(2010.00) c
 DF9213  ELLIP H (06/??/19)  173.403  (m)                       GP(2010.00) c c
 DF9213  ELLIP H (06/27/12)  173.385  (m)                       GP(2010.00) 0 0
 DF9213  NAD 83(2011)-  36 05 29.58602(N)    079 26 12.17609(W) AD(2010.00) c
 DF9213  NAD 83(2011)-  36 05 29.58604(N)    079 26 12.17620(W) AD(2010.00) c
 DF9213  ELLIP H (08/??/11)  173.401  (m)                       GP(2010.00) c c
 DF9213  ELLIP H (02/10/07)  173.405  (m)                       GP(2002.00)    
 DF9213  NAD 83(2007)-  36 05 29.58607(N)    079 26 12.17658(W) AD(2002.00) c
 DF9213  NAD 83(CORS)-  36 05 29.58607(N)    079 26 12.17658(W) AD(2002.00) c
 DF9213  ELLIP H (12/??/03)  173.405  (m)                       GP(2002.00) c c
 DF9213
 DF9213.Superseded values are not recommended for survey control.
 DF9213
 DF9213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9213.See file dsdata.pdf to determine how the superseded data were derived.
 DF9213
 DF9213_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF9213
 DF9213                          STATION DESCRIPTION
 DF9213
 DF9213'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DF9213'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DF9213'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DF9213'ACCESSIBLE AT THE WORLDWIDE WEB.
 DF9213'https://geodesy.noaa.gov/CORS/data.shtml
 DF9213'https://geodesy.noaa.gov/CORS




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