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 18:42:29 EST
 AF9619 ***********************************************************************
 AF9619  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9619  DESIGNATION -  MILLERS FERRY 2 CORS ARP
 AF9619  CORS_ID     -  MLF2
 AF9619  PID         -  AF9619
 AF9619  STATE/COUNTY-  AL/WILCOX
 AF9619  COUNTRY     -  US
 AF9619  USGS QUAD   -  LEE LONG BRIDGE (2018)
 AF9619
 AF9619                         *CURRENT SURVEY CONTROL
 AF9619  ______________________________________________________________________
 AF9619* NAD 83(2011) POSITION- 32 05 25.86381(N) 087 23 31.97374(W)   ADJUSTED
 AF9619* NAD 83(2011) ELLIP HT-    30.565 (meters)        (06/??/19)   ADJUSTED
 AF9619* NAD 83(2011) EPOCH   -  2010.00
 AF9619  ______________________________________________________________________
 AF9619  GEOID HEIGHT    -        -27.914 (meters)                     GEOID18
 AF9619  NAD 83(2011) X  -    246,091.602 (meters)                     COMP
 AF9619  NAD 83(2011) Y  - -5,403,157.110 (meters)                     COMP
 AF9619  NAD 83(2011) Z  -  3,368,955.574 (meters)                     COMP
 AF9619
 AF9619  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9619  Standards:
 AF9619         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9619            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9619  -------------------------------------------------------------------
 AF9619  NETWORK    0.39   0.47           0.06   0.20   0.24     -0.07147300
 AF9619  -------------------------------------------------------------------
 AF9619
 AF9619.The coordinates were established by GPS observations
 AF9619.and adjusted by the National Geodetic Survey in June 2019.
 AF9619
 AF9619.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9619.been affixed to the stable North American Tectonic Plate. 
 AF9619
 AF9619.The coordinates are valid at the epoch date displayed above
 AF9619.which is a decimal equivalence of Year/Month/Day.
 AF9619
 AF9619.Due to the release of the International GNSS Service (IGS) 2014
 AF9619.realization of the International Terrestrial Reference Frame of 2014
 AF9619.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AF9619.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AF9619.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AF9619.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AF9619.currently published epoch of 2010.00.
 AF9619
 AF9619.Additional information on MYCS2 is available at
 AF9619.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AF9619
 AF9619.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9619.GEOID18 height accuracy estimate available here.
 AF9619
 AF9619.The PID for the CORS L1 Phase Center is CQ5993.
 AF9619
 AF9619.Click photographs - Photos may exist for this station.
 AF9619
 AF9619.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9619
 AF9619.The ellipsoidal height was determined by GPS observations
 AF9619.and is referenced to NAD 83.
 AF9619
 AF9619. The following values were computed from the NAD 83(2011) position.
 AF9619
 AF9619;                    North         East     Units Scale Factor Converg.
 AF9619;SPC AL W     -   231,765.962   610,174.256   MT  0.99993461   +0 03 26.1
 AF9619;UTM  16      - 3,550,536.270   462,989.519   MT  0.99961689   -0 12 30.1
 AF9619
 AF9619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9619!SPC AL W     -   0.99999520  x   0.99993461  =   0.99992981
 AF9619!UTM  16      -   0.99999520  x   0.99961689  =   0.99961209
 AF9619
 AF9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6298950536(NAD 83)
 AF9619
 AF9619                          SUPERSEDED SURVEY CONTROL
 AF9619
 AF9619  NAD 83(2011)-  32 05 25.86367(N)    087 23 31.97356(W) AD(2010.00) c
 AF9619  ELLIP H (08/??/11)   30.578  (m)                       GP(2010.00) c c
 AF9619  NAD 83(CORS)-  32 05 25.86355(N)    087 23 31.97351(W) AD(2002.00) c
 AF9619  ELLIP H (07/??/05)   30.585  (m)                       GP(2002.00) c c
 AF9619  NAD 83(CORS)-  32 05 25.86317(N)    087 23 31.97346(W) AD(2002.00) c
 AF9619  ELLIP H (05/??/02)   30.580  (m)                       GP(2002.00) c c
 AF9619  NAD 83(CORS)-  32 05 25.86314(N)    087 23 31.97371(W) AD(2002.00) c
 AF9619  ELLIP H (03/??/02)   30.606  (m)                       GP(2002.00) c c
 AF9619  NAD 83(CORS)-  32 05 25.86353(N)    087 23 31.97373(W) AD(1997.00) c
 AF9619  ELLIP H (07/??/98)   30.609  (m)                       GP(1997.00) c c
 AF9619  NAD 83(CORS)-  32 05 25.86353(N)    087 23 31.97373(W) AD(1996.00) c
 AF9619  ELLIP H (02/??/97)   30.609  (m)                       GP(1996.00) c c
 AF9619
 AF9619.Superseded values are not recommended for survey control.
 AF9619
 AF9619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9619.See file dsdata.pdf to determine how the superseded data were derived.
 AF9619
 AF9619_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9619
 AF9619                          STATION DESCRIPTION
 AF9619
 AF9619'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9619'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AF9619'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AF9619'ACCESSIBLE AT THE WORLDWIDE WEB.
 AF9619'https://geodesy.noaa.gov/CORS/data.shtml
 AF9619'https://geodesy.noaa.gov/CORS




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