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 23:27:29 EST
 AJ7194 ***********************************************************************
 AJ7194  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7194  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7194  DESIGNATION -  MCCONNELSVILLE CORS ARP
 AJ7194  CORS_ID     -  MCON
 AJ7194  PID         -  AJ7194
 AJ7194  STATE/COUNTY-  OH/MORGAN
 AJ7194  COUNTRY     -  US
 AJ7194  USGS QUAD   -  MCCONNELSVILLE (2016)
 AJ7194
 AJ7194                         *CURRENT SURVEY CONTROL
 AJ7194  ______________________________________________________________________
 AJ7194* NAD 83(2011) POSITION- 39 39 39.03106(N) 081 49 45.12174(W)   ADJUSTED
 AJ7194* NAD 83(2011) ELLIP HT-   272.648 (meters)        (06/??/19)   ADJUSTED
 AJ7194* NAD 83(2011) EPOCH   -  2010.00
 AJ7194* NAVD 88 ORTHO HEIGHT -   306.81  (meters)     1006.6   (feet) GPS OBS
 AJ7194  ______________________________________________________________________
 AJ7194  GEOID HEIGHT    -        -34.129 (meters)                     GEOID18
 AJ7194  NAD 83(2011) X  -    698,831.410 (meters)                     COMP
 AJ7194  NAD 83(2011) Y  - -4,867,123.677 (meters)                     COMP
 AJ7194  NAD 83(2011) Z  -  4,049,241.039 (meters)                     COMP
 AJ7194
 AJ7194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7194  Standards:
 AJ7194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7194  -------------------------------------------------------------------
 AJ7194  NETWORK    0.20   0.47           0.08   0.09   0.24     -0.04231800
 AJ7194  -------------------------------------------------------------------
 AJ7194
 AJ7194.The coordinates were established by GPS observations
 AJ7194.and adjusted by the National Geodetic Survey in June 2019.
 AJ7194
 AJ7194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7194.been affixed to the stable North American Tectonic Plate. 
 AJ7194
 AJ7194.The coordinates are valid at the epoch date displayed above
 AJ7194.which is a decimal equivalence of Year/Month/Day.
 AJ7194
 AJ7194.Due to the release of the International GNSS Service (IGS) 2014
 AJ7194.realization of the International Terrestrial Reference Frame of 2014
 AJ7194.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AJ7194.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AJ7194.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AJ7194.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AJ7194.currently published epoch of 2010.00.
 AJ7194
 AJ7194.Additional information on MYCS2 is available at
 AJ7194.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AJ7194
 AJ7194.The orthometric height was determined by GPS observations and a
 AJ7194.high-resolution geoid model using precise GPS observation and
 AJ7194.processing techniques.
 AJ7194
 AJ7194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7194.GEOID18 height accuracy estimate available here.
 AJ7194
 AJ7194.The PID for the CORS L1 Phase Center is DQ2751.
 AJ7194
 AJ7194.Click photographs - Photos may exist for this station.
 AJ7194
 AJ7194.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7194
 AJ7194.The ellipsoidal height was determined by GPS observations
 AJ7194.and is referenced to NAD 83.
 AJ7194
 AJ7194. The following values were computed from the NAD 83(2011) position.
 AJ7194
 AJ7194;                    North         East     Units Scale Factor Converg.
 AJ7194;SPC OH S     -   184,590.752   657,560.997   MT  0.99994752   +0 25 32.3
 AJ7194;SPC OH S     -   605,611.49  2,157,348.04   sFT  0.99994752   +0 25 32.3
 AJ7194;UTM  17      - 4,390,443.616   428,870.298   MT  0.99966229   -0 31 45.3
 AJ7194
 AJ7194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7194!SPC OH S     -   0.99995723  x   0.99994752  =   0.99990475
 AJ7194!UTM  17      -   0.99995723  x   0.99966229  =   0.99961953
 AJ7194
 AJ7194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2887090443(NAD 83)
 AJ7194
 AJ7194                          SUPERSEDED SURVEY CONTROL
 AJ7194
 AJ7194  ELLIP H (06/27/12)  272.673  (m)                       GP(2010.00) 0 0
 AJ7194  NAD 83(2011)-  39 39 39.03098(N)    081 49 45.12175(W) AD(2010.00) c
 AJ7194  NAD 83(2011)-  39 39 39.03094(N)    081 49 45.12169(W) AD(2010.00) c
 AJ7194  ELLIP H (08/??/11)  272.658  (m)                       GP(2010.00) c c
 AJ7194  NAD 83(CORS)-  39 39 39.03109(N)    081 49 45.12259(W) AD(2002.00) c
 AJ7194  ELLIP H (09/??/08)  272.678  (m)                       GP(2002.00) c c
 AJ7194  ELLIP H (02/10/07)  272.689  (m)                       GP(2002.00)    
 AJ7194  NAD 83(2007)-  39 39 39.03109(N)    081 49 45.12253(W) AD(2002.00) c
 AJ7194  NAD 83(CORS)-  39 39 39.03109(N)    081 49 45.12253(W) AD(2002.00) c
 AJ7194  ELLIP H (03/??/02)  272.689  (m)                       GP(2002.00) c c
 AJ7194  NAD 83(CORS)-  39 39 39.03109(N)    081 49 45.12253(W) AD(1997.00) c
 AJ7194  ELLIP H (01/??/02)  272.689  (m)                       GP(1997.00) c c
 AJ7194
 AJ7194.Superseded values are not recommended for survey control.
 AJ7194
 AJ7194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7194.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7194
 AJ7194_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7194
 AJ7194                          STATION DESCRIPTION
 AJ7194
 AJ7194'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AJ7194'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AJ7194'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AJ7194'ACCESSIBLE AT THE WORLDWIDE WEB.
 AJ7194'https://geodesy.noaa.gov/CORS/data.shtml
 AJ7194'https://geodesy.noaa.gov/CORS




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