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 21:58:49 EST
 DL7622 ***********************************************************************
 DL7622  HT_MOD      -  This is a Height Modernization Survey Station.
 DL7622  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL7622  DESIGNATION -  ABDALLA HALL ULL CORS ARP
 DL7622  CORS_ID     -  TONY
 DL7622  PID         -  DL7622
 DL7622  STATE/COUNTY-  LA/LAFAYETTE
 DL7622  COUNTRY     -  US
 DL7622  USGS QUAD   -  LAFAYETTE (2018)
 DL7622
 DL7622                         *CURRENT SURVEY CONTROL
 DL7622  ______________________________________________________________________
 DL7622* NAD 83(2011) POSITION- 30 13 16.94746(N) 092 02 42.38722(W)   ADJUSTED
 DL7622* NAD 83(2011) ELLIP HT-    -5.555 (meters)        (05/??/22)   ADJUSTED
 DL7622* NAD 83(2011) EPOCH   -  2010.00
 DL7622* NAVD 88 ORTHO HEIGHT -    21.67  (meters)       71.1   (feet) GPS OBS
 DL7622* NAVD 88 EPOCH        -  2009.55
 DL7622  **This station is located in a suspected subsidence area (see below).
 DL7622  ______________________________________________________________________
 DL7622  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DL7622  GEOID HEIGHT    -        -27.213 (meters)                     GEOID12A
 DL7622  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 DL7622  NAD 83(2011) X  -   -196,843.412 (meters)                     COMP
 DL7622  NAD 83(2011) Y  - -5,512,427.241 (meters)                     COMP
 DL7622  NAD 83(2011) Z  -  3,191,599.701 (meters)                     COMP
 DL7622
 DL7622  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7622  Standards:
 DL7622         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7622            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7622  -------------------------------------------------------------------
 DL7622  NETWORK    0.17   0.50           0.06   0.08   0.26      0.04202000
 DL7622  -------------------------------------------------------------------
 DL7622
 DL7622.The coordinates were established by GPS observations
 DL7622.and adjusted by the National Geodetic Survey in May 2022.
 DL7622
 DL7622.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7622.been affixed to the stable North American Tectonic Plate. 
 DL7622
 DL7622.The coordinates are valid at the epoch date displayed above
 DL7622.which is a decimal equivalence of Year/Month/Day.
 DL7622
 DL7622.Due to the release of the International GNSS Service (IGS) 2014
 DL7622.realization of the International Terrestrial Reference Frame of 2014
 DL7622.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL7622.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL7622.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL7622.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL7622.currently published epoch of 2010.00.
 DL7622
 DL7622.Additional information on MYCS2 is available at
 DL7622.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL7622
 DL7622.** This station is in an area of known vertical motion.  Due to the
 DL7622.** variability of land subsidence, uplift, and crustal motion, NGS has,
 DL7622.** determined the orthometric heights for marks in these suspect
 DL7622.** subsidence areas should be considered valid only at the epoch date
 DL7622.** associated with the orthometric height.  These heights must always
 DL7622.** be validated when used as control.  All previously superseded
 DL7622.** orthometric heights are now considered suspect and are available
 DL7622.** in the superseded section.  NGS does not recommend using suspect
 DL7622.** or superseded heights as control.
 DL7622
 DL7622.The orthometric height was determined by GPS observations and a
 DL7622.high-resolution geoid model using precise GPS observation and
 DL7622.processing techniques.
 DL7622
 DL7622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7622.GEOID18 height accuracy estimate available here.
 DL7622
 DL7622.The PID for the CORS L1 Phase Center is DR1518.
 DL7622
 DL7622.Click photographs - Photos may exist for this station.
 DL7622
 DL7622.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL7622
 DL7622.The ellipsoidal height was determined by GPS observations
 DL7622.and is referenced to NAD 83.
 DL7622
 DL7622. The following values were computed from the NAD 83(2011) position.
 DL7622
 DL7622;                    North         East     Units Scale Factor Converg.
 DL7622;SPC LA S     -   191,017.749   931,481.515   MT  0.99993312   -0 21 21.2
 DL7622;SPC LA S     -   626,697.40  3,056,035.60   sFT  0.99993312   -0 21 21.2
 DL7622;UTM  15      - 3,343,701.291   591,894.184   MT  0.99970418   +0 28 50.4
 DL7622
 DL7622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7622!SPC LA S     -   1.00000087  x   0.99993312  =   0.99993399
 DL7622!UTM  15      -   1.00000087  x   0.99970418  =   0.99970505
 DL7622
 DL7622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9189443701(NAD 83)
 DL7622
 DL7622                          SUPERSEDED SURVEY CONTROL
 DL7622
 DL7622  NAD 83(2011)-  30 13 16.94747(N)    092 02 42.38721(W) AD(2010.00) c
 DL7622  ELLIP H (05/??/21)   -5.508  (m)                       GP(2010.00) c c
 DL7622  NAD 83(2011)-  30 13 16.94746(N)    092 02 42.38719(W) AD(2010.00) c
 DL7622  ELLIP H (06/??/20)   -5.525  (m)                       GP(2010.00) c c
 DL7622  NAD 83(2011)-  30 13 16.94744(N)    092 02 42.38720(W) AD(2010.00) c
 DL7622  ELLIP H (06/??/19)   -5.538  (m)                       GP(2010.00) c c
 DL7622  ELLIP H (06/27/12)   -5.528  (m)                       GP(2010.00) 0 0
 DL7622  NAD 83(2011)-  30 13 16.94719(N)    092 02 42.38680(W) AD(2010.00) c
 DL7622  NAD 83(2011)-  30 13 16.94743(N)    092 02 42.38713(W) AD(2010.00) c
 DL7622  ELLIP H (08/??/11)   -5.557  (m)                       GP(2010.00) c c
 DL7622  NAD 83(CORS)-  30 13 16.94767(N)    092 02 42.38790(W) AD(2002.00) c
 DL7622  ELLIP H (05/??/10)   -5.551  (m)                       GP(2002.00) c c
 DL7622
 DL7622.Superseded values are not recommended for survey control.
 DL7622
 DL7622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7622.See file dsdata.pdf to determine how the superseded data were derived.
 DL7622
 DL7622_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL7622
 DL7622                          STATION DESCRIPTION
 DL7622
 DL7622'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DL7622'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL7622'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL7622'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL7622'https://geodesy.noaa.gov/CORS/data.shtml
 DL7622'https://geodesy.noaa.gov/CORS




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