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 17, 2025 19:43:25 EST
 AH2489 ***********************************************************************
 AH2489  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH2489  DESIGNATION -  NEWPORT CORS ARP
 AH2489  CORS_ID     -  NEWP
 AH2489  PID         -  AH2489
 AH2489  STATE/COUNTY-  OR/LINCOLN
 AH2489  COUNTRY     -  US
 AH2489  USGS QUAD   -  NEWPORT SOUTH (2017)
 AH2489
 AH2489                         *CURRENT SURVEY CONTROL
 AH2489  ______________________________________________________________________
 AH2489* NAD 83(2011) POSITION- 44 35 06.07531(N) 124 03 42.73319(W)   ADJUSTED
 AH2489* NAD 83(2011) ELLIP HT-    22.194 (meters)        (06/??/19)   ADJUSTED
 AH2489* NAD 83(2011) EPOCH   -  2010.00
 AH2489  ______________________________________________________________________
 AH2489  GEOID HEIGHT    -        -24.011 (meters)                     GEOID18
 AH2489  NAD 83(2011) X  - -2,548,453.860 (meters)                     COMP
 AH2489  NAD 83(2011) Y  - -3,769,451.665 (meters)                     COMP
 AH2489  NAD 83(2011) Z  -  4,454,637.477 (meters)                     COMP
 AH2489
 AH2489  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH2489  Standards:
 AH2489         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH2489            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH2489  -------------------------------------------------------------------
 AH2489  NETWORK    0.16   0.37           0.06   0.06   0.19      0.44055500
 AH2489  -------------------------------------------------------------------
 AH2489
 AH2489.The coordinates were established by GPS observations
 AH2489.and adjusted by the National Geodetic Survey in June 2019.
 AH2489
 AH2489.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH2489.been affixed to the stable North American Tectonic Plate. 
 AH2489
 AH2489.The coordinates are valid at the epoch date displayed above
 AH2489.which is a decimal equivalence of Year/Month/Day.
 AH2489
 AH2489.Due to the release of the International GNSS Service (IGS) 2014
 AH2489.realization of the International Terrestrial Reference Frame of 2014
 AH2489.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AH2489.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AH2489.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AH2489.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AH2489.currently published epoch of 2010.00.
 AH2489
 AH2489.Additional information on MYCS2 is available at
 AH2489.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AH2489
 AH2489.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH2489.GEOID18 height accuracy estimate available here.
 AH2489
 AH2489.The PID for the CORS L1 Phase Center is DH8009.
 AH2489
 AH2489.Click photographs - Photos may exist for this station.
 AH2489
 AH2489.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH2489
 AH2489.The ellipsoidal height was determined by GPS observations
 AH2489.and is referenced to NAD 83.
 AH2489
 AH2489. The following values were computed from the NAD 83(2011) position.
 AH2489
 AH2489;                    North         East     Units Scale Factor Converg.
 AH2489;SPC OR N     -   108,283.711 2,217,244.851   MT  0.99994612   -2 31 33.7
 AH2489;SPC OR N     -   355,261.52  7,274,425.36   iFT  0.99994612   -2 31 33.7
 AH2489;UTM  10      - 4,937,401.513   415,706.390   MT  0.99968738   -0 44 43.6
 AH2489
 AH2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2489!SPC OR N     -   0.99999652  x   0.99994612  =   0.99994264
 AH2489!UTM  10      -   0.99999652  x   0.99968738  =   0.99968390
 AH2489
 AH2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1570637401(NAD 83)
 AH2489
 AH2489                          SUPERSEDED SURVEY CONTROL
 AH2489
 AH2489  NAD 83(2011)-  44 35 06.07536(N)    124 03 42.73313(W) AD(2010.00) c
 AH2489  ELLIP H (08/??/11)   22.193  (m)                       GP(2010.00) c c
 AH2489  NAD 83(CORS)-  44 35 06.07244(N)    124 03 42.73663(W) AD(2002.00) c
 AH2489  ELLIP H (03/??/02)   22.204  (m)                       GP(2002.00) c c
 AH2489  NAD 83(CORS)-  44 35 06.07081(N)    124 03 42.73861(W) AD(1997.00) c
 AH2489  ELLIP H (07/??/00)   22.209  (m)                       GP(1997.00) c c
 AH2489  NAD 83(CORS)-  44 35 06.07131(N)    124 03 42.73812(W) AD(1997.00) c
 AH2489  ELLIP H (08/??/98)   22.222  (m)                       GP(1997.00) c c
 AH2489
 AH2489.Superseded values are not recommended for survey control.
 AH2489
 AH2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2489.See file dsdata.pdf to determine how the superseded data were derived.
 AH2489
 AH2489_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH2489
 AH2489                          STATION DESCRIPTION
 AH2489
 AH2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AH2489'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AH2489'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AH2489'ACCESSIBLE AT THE WORLDWIDE WEB.
 AH2489'https://geodesy.noaa.gov/CORS/data.shtml
 AH2489'https://geodesy.noaa.gov/CORS




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