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 10:29:02 EST
 AJ1822 ***********************************************************************
 AJ1822  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ1822  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1822  DESIGNATION -  SPOKANE 1 CORS ARP
 AJ1822  CORS_ID     -  SPN1
 AJ1822  PID         -  AJ1822
 AJ1822  STATE/COUNTY-  WA/SPOKANE
 AJ1822  COUNTRY     -  US
 AJ1822  USGS QUAD   -  SPOKANE SW (2017)
 AJ1822
 AJ1822                         *CURRENT SURVEY CONTROL
 AJ1822  ______________________________________________________________________
 AJ1822* NAD 83(2011) POSITION- 47 31 06.06298(N) 117 25 25.25626(W)   ADJUSTED
 AJ1822* NAD 83(2011) ELLIP HT-   720.361 (meters)        (06/??/19)   ADJUSTED
 AJ1822* NAD 83(2011) EPOCH   -  2010.00
 AJ1822* NAVD 88 ORTHO HEIGHT -   738.67  (meters)     2423.5   (feet) GPS OBS
 AJ1822  ______________________________________________________________________
 AJ1822  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ1822  GEOID HEIGHT    -        -18.260 (meters)                     GEOID99
 AJ1822  GEOID HEIGHT    -        -18.328 (meters)                     GEOID18
 AJ1822  NAD 83(2011) X  - -1,987,737.047 (meters)                     COMP
 AJ1822  NAD 83(2011) Y  - -3,830,857.168 (meters)                     COMP
 AJ1822  NAD 83(2011) Z  -  4,681,407.146 (meters)                     COMP
 AJ1822
 AJ1822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ1822  Standards:
 AJ1822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ1822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ1822  -------------------------------------------------------------------
 AJ1822  NETWORK    0.13   0.36           0.06   0.05   0.18      0.08832100
 AJ1822  -------------------------------------------------------------------
 AJ1822
 AJ1822.The coordinates were established by GPS observations
 AJ1822.and adjusted by the National Geodetic Survey in June 2019.
 AJ1822
 AJ1822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ1822.been affixed to the stable North American Tectonic Plate. 
 AJ1822
 AJ1822.The coordinates are valid at the epoch date displayed above
 AJ1822.which is a decimal equivalence of Year/Month/Day.
 AJ1822
 AJ1822.Due to the release of the International GNSS Service (IGS) 2014
 AJ1822.realization of the International Terrestrial Reference Frame of 2014
 AJ1822.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AJ1822.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AJ1822.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AJ1822.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AJ1822.currently published epoch of 2010.00.
 AJ1822
 AJ1822.Additional information on MYCS2 is available at
 AJ1822.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AJ1822
 AJ1822.The orthometric height was determined by GPS observations and a
 AJ1822.high-resolution geoid model using precise GPS observation and
 AJ1822.processing techniques.
 AJ1822
 AJ1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ1822.GEOID18 height accuracy estimate available here.
 AJ1822
 AJ1822.The PID for the CORS L1 Phase Center is AJ1823.
 AJ1822
 AJ1822.Click photographs - Photos may exist for this station.
 AJ1822
 AJ1822.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1822
 AJ1822.The ellipsoidal height was determined by GPS observations
 AJ1822.and is referenced to NAD 83.
 AJ1822
 AJ1822. The following values were computed from the NAD 83(2011) position.
 AJ1822
 AJ1822;                    North         East     Units Scale Factor Converg.
 AJ1822;SPC WA N     -    63,319.485   756,720.866   MT  0.99999663   +2 32 18.8
 AJ1822;SPC WA N     -   207,740.68  2,482,675.04   sFT  0.99999663   +2 32 18.8
 AJ1822;UTM  11      - 5,262,856.154   468,102.179   MT  0.99961250   -0 18 44.9
 AJ1822
 AJ1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1822!SPC WA N     -   0.99988710  x   0.99999663  =   0.99988373
 AJ1822!UTM  11      -   0.99988710  x   0.99961250  =   0.99949965
 AJ1822
 AJ1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6810262856(NAD 83)
 AJ1822
 AJ1822                          SUPERSEDED SURVEY CONTROL
 AJ1822
 AJ1822  ELLIP H (06/27/12)  720.347  (m)                       GP(2010.00) 0 0
 AJ1822  NAD 83(2011)-  47 31 06.06333(N)    117 25 25.25626(W) AD(2010.00) c
 AJ1822  NAD 83(2011)-  47 31 06.06305(N)    117 25 25.25620(W) AD(2010.00) c
 AJ1822  ELLIP H (08/??/11)  720.359  (m)                       GP(2010.00) c c
 AJ1822  ELLIP H (02/10/07)  720.365  (m)                       GP(2007.00)    
 AJ1822  NAD 83(2007)-  47 31 06.06282(N)    117 25 25.25721(W) AD(2007.00) c
 AJ1822  NAD 83(CORS)-  47 31 06.06272(N)    117 25 25.25703(W) AD(2002.00) c
 AJ1822  ELLIP H (03/??/02)  720.365  (m)                       GP(2002.00) c c
 AJ1822  NAD 83(CORS)-  47 31 06.06273(N)    117 25 25.25704(W) AD(1997.00) c
 AJ1822  ELLIP H (03/??/01)  720.364  (m)                       GP(1997.00) c c
 AJ1822
 AJ1822.Superseded values are not recommended for survey control.
 AJ1822
 AJ1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1822.See file dsdata.pdf to determine how the superseded data were derived.
 AJ1822
 AJ1822_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ1822
 AJ1822                          STATION DESCRIPTION
 AJ1822
 AJ1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AJ1822'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AJ1822'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AJ1822'ACCESSIBLE AT THE WORLDWIDE WEB.
 AJ1822'https://geodesy.noaa.gov/CORS/data.shtml
 AJ1822'https://geodesy.noaa.gov/CORS




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