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 00:16:58 EST
 DI0616 ***********************************************************************
 DI0616  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0616  DESIGNATION -  QUEENS CORS ARP
 DI0616  CORS_ID     -  NYQN
 DI0616  PID         -  DI0616
 DI0616  STATE/COUNTY-  NY/QUEENS
 DI0616  COUNTRY     -  US
 DI0616  USGS QUAD   -  LYNBROOK (2019)
 DI0616
 DI0616                         *CURRENT SURVEY CONTROL
 DI0616  ______________________________________________________________________
 DI0616* NAD 83(2011) POSITION- 40 43 10.26232(N) 073 43 48.26685(W)   ADJUSTED
 DI0616* NAD 83(2011) ELLIP HT-    -0.395 (meters)        (06/??/19)   ADJUSTED
 DI0616* NAD 83(2011) EPOCH   -  2010.00
 DI0616  ______________________________________________________________________
 DI0616  GEOID HEIGHT    -        -31.582 (meters)                     GEOID18
 DI0616  NAD 83(2011) X  -  1,356,259.511 (meters)                     COMP
 DI0616  NAD 83(2011) Y  - -4,647,099.219 (meters)                     COMP
 DI0616  NAD 83(2011) Z  -  4,138,865.372 (meters)                     COMP
 DI0616
 DI0616  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0616  Standards:
 DI0616         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0616            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0616  -------------------------------------------------------------------
 DI0616  NETWORK    0.15   0.38           0.05   0.07   0.20     -0.19973600
 DI0616  -------------------------------------------------------------------
 DI0616
 DI0616.The coordinates were established by GPS observations
 DI0616.and adjusted by the National Geodetic Survey in June 2019.
 DI0616
 DI0616.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0616.been affixed to the stable North American Tectonic Plate. 
 DI0616
 DI0616.The coordinates are valid at the epoch date displayed above
 DI0616.which is a decimal equivalence of Year/Month/Day.
 DI0616
 DI0616.Due to the release of the International GNSS Service (IGS) 2014
 DI0616.realization of the International Terrestrial Reference Frame of 2014
 DI0616.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DI0616.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DI0616.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DI0616.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DI0616.currently published epoch of 2010.00.
 DI0616
 DI0616.Additional information on MYCS2 is available at
 DI0616.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DI0616
 DI0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0616.GEOID18 height accuracy estimate available here.
 DI0616
 DI0616.The PID for the CORS L1 Phase Center is DP4065.
 DI0616
 DI0616.Click photographs - Photos may exist for this station.
 DI0616
 DI0616.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0616
 DI0616.The ellipsoidal height was determined by GPS observations
 DI0616.and is referenced to NAD 83.
 DI0616
 DI0616. The following values were computed from the NAD 83(2011) position.
 DI0616
 DI0616;                    North         East     Units Scale Factor Converg.
 DI0616;SPC NY L     -    61,426.883   322,806.169   MT  0.99999749   +0 10 35.6
 DI0616;SPC NY L     -   201,531.37  1,059,073.24   sFT  0.99999749   +0 10 35.6
 DI0616;UTM  18      - 4,508,397.059   607,255.506   MT  0.99974159   +0 49 42.7
 DI0616
 DI0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0616!SPC NY L     -   1.00000006  x   0.99999749  =   0.99999755
 DI0616!UTM  18      -   1.00000006  x   0.99974159  =   0.99974165
 DI0616
 DI0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL0725508397(NAD 83)
 DI0616
 DI0616                          SUPERSEDED SURVEY CONTROL
 DI0616
 DI0616  ELLIP H (06/27/12)   -0.398  (m)                       GP(2010.00) 0 0
 DI0616  NAD 83(2011)-  40 43 10.26195(N)    073 43 48.26677(W) AD(2010.00) c
 DI0616  NAD 83(2011)-  40 43 10.26182(N)    073 43 48.26660(W) AD(2010.00) c
 DI0616  ELLIP H (08/??/11)   -0.403  (m)                       GP(2010.00) c c
 DI0616  NAD 83(CORS)-  40 43 10.26190(N)    073 43 48.26710(W) AD(2002.00) c
 DI0616  ELLIP H (07/??/06)   -0.382  (m)                       GP(2002.00) c c
 DI0616
 DI0616.Superseded values are not recommended for survey control.
 DI0616
 DI0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0616.See file dsdata.pdf to determine how the superseded data were derived.
 DI0616
 DI0616_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0616
 DI0616                          STATION DESCRIPTION
 DI0616
 DI0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DI0616'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DI0616'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DI0616'ACCESSIBLE AT THE WORLDWIDE WEB.
 DI0616'https://geodesy.noaa.gov/CORS/data.shtml
 DI0616'https://geodesy.noaa.gov/CORS




 *** retrieval complete.
 Elapsed Time = 00:00:03