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 12:13:48 EST
 DL3929 ***********************************************************************
 DL3929  HT_MOD      -  This is a Height Modernization Survey Station.
 DL3929  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL3929  DESIGNATION -  LOYOLA S CORS ARP
 DL3929  CORS_ID     -  LOYS
 DL3929  PID         -  DL3929
 DL3929  STATE/COUNTY-  MD/ALLEGANY
 DL3929  COUNTRY     -  US
 DL3929  USGS QUAD   -  EVITTS CREEK (2016)
 DL3929
 DL3929                         *CURRENT SURVEY CONTROL
 DL3929  ______________________________________________________________________
 DL3929* NAD 83(2011) POSITION- 39 38 46.39095(N) 078 43 47.89729(W)   ADJUSTED
 DL3929* NAD 83(2011) ELLIP HT-   169.327 (meters)        (05/??/21)   ADJUSTED
 DL3929* NAD 83(2011) EPOCH   -  2010.00
 DL3929* NAVD 88 ORTHO HEIGHT -   202.17  (meters)      663.3   (feet) GPS OBS
 DL3929  ______________________________________________________________________
 DL3929  GEOID HEIGHT    -        -32.800 (meters)                     GEOID18
 DL3929  NAD 83(2011) X  -    961,139.103 (meters)                     COMP
 DL3929  NAD 83(2011) Y  - -4,823,160.485 (meters)                     COMP
 DL3929  NAD 83(2011) Z  -  4,047,925.117 (meters)                     COMP
 DL3929
 DL3929  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3929  Standards:
 DL3929         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3929            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3929  -------------------------------------------------------------------
 DL3929  NETWORK    0.08   0.26           0.04   0.03   0.13     -0.07274800
 DL3929  -------------------------------------------------------------------
 DL3929
 DL3929.The coordinates were established by GPS observations
 DL3929.and adjusted by the National Geodetic Survey in May 2021.
 DL3929
 DL3929.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3929.been affixed to the stable North American Tectonic Plate. 
 DL3929
 DL3929.The coordinates are valid at the epoch date displayed above
 DL3929.which is a decimal equivalence of Year/Month/Day.
 DL3929
 DL3929.Due to the release of the International GNSS Service (IGS) 2014
 DL3929.realization of the International Terrestrial Reference Frame of 2014
 DL3929.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL3929.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL3929.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL3929.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL3929.currently published epoch of 2010.00.
 DL3929
 DL3929.Additional information on MYCS2 is available at
 DL3929.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL3929
 DL3929.The orthometric height was determined by GPS observations and a
 DL3929.high-resolution geoid model using precise GPS observation and
 DL3929.processing techniques.
 DL3929
 DL3929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3929.GEOID18 height accuracy estimate available here.
 DL3929
 DL3929.The PID for the CORS L1 Phase Center is DQ6490.
 DL3929
 DL3929.Click photographs - Photos may exist for this station.
 DL3929
 DL3929.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL3929
 DL3929.The ellipsoidal height was determined by GPS observations
 DL3929.and is referenced to NAD 83.
 DL3929
 DL3929. The following values were computed from the NAD 83(2011) position.
 DL3929
 DL3929;                    North         East     Units Scale Factor Converg.
 DL3929;SPC MD       -   221,156.543   251,514.425   MT  1.00004022   -1 05 08.8
 DL3929;SPC MD       -   725,577.76    825,176.91   sFT  1.00004022   -1 05 08.8
 DL3929;UTM  17      - 4,390,954.835   694,774.802   MT  1.00006709   +1 26 55.8
 DL3929
 DL3929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3929!SPC MD       -   0.99997344  x   1.00004022  =   1.00001365
 DL3929!UTM  17      -   0.99997344  x   1.00006709  =   1.00004052
 DL3929
 DL3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD9477490954(NAD 83)
 DL3929
 DL3929                          SUPERSEDED SURVEY CONTROL
 DL3929
 DL3929  NAD 83(2011)-  39 38 46.39078(N)    078 43 47.89728(W) AD(2010.00) c
 DL3929  ELLIP H (06/??/20)  169.342  (m)                       GP(2010.00) c c
 DL3929  NAD 83(2011)-  39 38 46.39064(N)    078 43 47.89728(W) AD(2010.00) c
 DL3929  ELLIP H (06/??/19)  169.358  (m)                       GP(2010.00) c c
 DL3929  NAD 83(2011)-  39 38 46.39061(N)    078 43 47.89729(W) AD(2010.00) c
 DL3929  ELLIP H (08/??/11)  169.354  (m)                       GP(2010.00) c c
 DL3929  NAD 83(CORS)-  39 38 46.39106(N)    078 43 47.89787(W) AD(2002.00) c
 DL3929  ELLIP H (08/??/09)  169.349  (m)                       GP(2002.00) c c
 DL3929
 DL3929.Superseded values are not recommended for survey control.
 DL3929
 DL3929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3929.See file dsdata.pdf to determine how the superseded data were derived.
 DL3929
 DL3929_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL3929
 DL3929                          STATION DESCRIPTION
 DL3929
 DL3929'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
 DL3929'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL3929'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL3929'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL3929'https://geodesy.noaa.gov/CORS/data.shtml
 DL3929'https://geodesy.noaa.gov/CORS




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