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 09:00:35 EST
 AH6080 ***********************************************************************
 AH6080  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH6080  DESIGNATION -  SAVANNAH 2 CORS ARP
 AH6080  CORS_ID     -  SAV2
 AH6080  PID         -  AH6080
 AH6080  STATE/COUNTY-  GA/BRYAN
 AH6080  COUNTRY     -  US
 AH6080  USGS QUAD   -  GROVELAND (2017)
 AH6080
 AH6080                         *CURRENT SURVEY CONTROL
 AH6080  ______________________________________________________________________
 AH6080* NAD 83(2011) POSITION- 32 08 19.36343(N) 081 41 47.71196(W)   ADJUSTED
 AH6080* NAD 83(2011) ELLIP HT-     9.937 (meters)        (06/??/19)   ADJUSTED
 AH6080* NAD 83(2011) EPOCH   -  2010.00
 AH6080  ______________________________________________________________________
 AH6080  GEOID HEIGHT    -        -30.199 (meters)                     GEOID18
 AH6080  NAD 83(2011) X  -    780,693.849 (meters)                     COMP
 AH6080  NAD 83(2011) Y  - -5,349,230.860 (meters)                     COMP
 AH6080  NAD 83(2011) Z  -  3,373,471.098 (meters)                     COMP
 AH6080
 AH6080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH6080  Standards:
 AH6080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH6080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH6080  -------------------------------------------------------------------
 AH6080  NETWORK    0.20   0.13           0.07   0.09   0.07      0.27047300
 AH6080  -------------------------------------------------------------------
 AH6080
 AH6080.The coordinates were established by GPS observations
 AH6080.and adjusted by the National Geodetic Survey in June 2019.
 AH6080
 AH6080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH6080.been affixed to the stable North American Tectonic Plate. 
 AH6080
 AH6080.The coordinates are valid at the epoch date displayed above
 AH6080.which is a decimal equivalence of Year/Month/Day.
 AH6080
 AH6080.Due to the release of the International GNSS Service (IGS) 2014
 AH6080.realization of the International Terrestrial Reference Frame of 2014
 AH6080.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AH6080.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AH6080.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AH6080.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AH6080.currently published epoch of 2010.00.
 AH6080
 AH6080.Additional information on MYCS2 is available at
 AH6080.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AH6080
 AH6080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH6080.GEOID18 height accuracy estimate available here.
 AH6080
 AH6080.The PID for the CORS L1 Phase Center is CQ6006.
 AH6080
 AH6080.Click photographs - Photos may exist for this station.
 AH6080
 AH6080.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH6080
 AH6080.The ellipsoidal height was determined by GPS observations
 AH6080.and is referenced to NAD 83.
 AH6080
 AH6080. The following values were computed from the NAD 83(2011) position.
 AH6080
 AH6080;                    North         East     Units Scale Factor Converg.
 AH6080;SPC GA E     -   237,193.612   244,348.116   MT  0.99992425   +0 15 00.3
 AH6080;SPC GA E     -   778,192.71    801,665.44   sFT  0.99992425   +0 15 00.3
 AH6080;UTM  17      - 3,556,023.506   434,302.209   MT  0.99965323   -0 22 14.1
 AH6080
 AH6080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6080!SPC GA E     -   0.99999844  x   0.99992425  =   0.99992269
 AH6080!UTM  17      -   0.99999844  x   0.99965323  =   0.99965167
 AH6080
 AH6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3430256023(NAD 83)
 AH6080
 AH6080                          SUPERSEDED SURVEY CONTROL
 AH6080
 AH6080  NAD 83(2011)-  32 08 19.36337(N)    081 41 47.71198(W) AD(2010.00) c
 AH6080  ELLIP H (08/??/11)    9.941  (m)                       GP(2010.00) c c
 AH6080  NAD 83(CORS)-  32 08 19.36337(N)    081 41 47.71272(W) AD(2002.00) c
 AH6080  ELLIP H (05/??/02)    9.944  (m)                       GP(2002.00) c c
 AH6080  NAD 83(CORS)-  32 08 19.36312(N)    081 41 47.71285(W) AD(2002.00) c
 AH6080  ELLIP H (03/??/02)    9.953  (m)                       GP(2002.00) c c
 AH6080  NAD 83(CORS)-  32 08 19.36326(N)    081 41 47.71302(W) AD(1997.00) c
 AH6080  ELLIP H (12/??/98)    9.953  (m)                       GP(1997.00) c c
 AH6080
 AH6080.Superseded values are not recommended for survey control.
 AH6080
 AH6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6080.See file dsdata.pdf to determine how the superseded data were derived.
 AH6080
 AH6080_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH6080
 AH6080                          STATION DESCRIPTION
 AH6080
 AH6080'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AH6080'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AH6080'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AH6080'ACCESSIBLE AT THE WORLDWIDE WEB.
 AH6080'https://geodesy.noaa.gov/CORS/data.shtml
 AH6080'https://geodesy.noaa.gov/CORS




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