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 01:50:01 EST
 DL7668 ***********************************************************************
 DL7668  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL7668  DESIGNATION -  SLOPEMTN__AK2007 CORS ARP
 DL7668  CORS_ID     -  AC47
 DL7668  PID         -  DL7668
 DL7668  STATE/COUNTY-  AK/KENAI PENINSULA BOROUGH
 DL7668  COUNTRY     -  US
 DL7668  USGS QUAD   -  KENAI A-8 SE (2017)
 DL7668
 DL7668                         *CURRENT SURVEY CONTROL
 DL7668  ______________________________________________________________________
 DL7668* NAD 83(2011) POSITION- 60 04 53.22780(N) 152 37 26.11393(W)   ADJUSTED
 DL7668* NAD 83(2011) ELLIP HT-   921.797 (meters)        (06/??/19)   ADJUSTED
 DL7668* NAD 83(2011) EPOCH   -  2010.00
 DL7668  ______________________________________________________________________
 DL7668  GEOID HEIGHT    -         10.195 (meters)                     GEOID12B
 DL7668  NAD 83(2011) X  - -2,832,479.184 (meters)                     COMP
 DL7668  NAD 83(2011) Y  - -1,466,717.808 (meters)                     COMP
 DL7668  NAD 83(2011) Z  -  5,505,807.914 (meters)                     COMP
 DL7668
 DL7668  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7668  Standards:
 DL7668         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7668            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7668  -------------------------------------------------------------------
 DL7668  NETWORK    0.25   0.67           0.11   0.09   0.34     -0.20481600
 DL7668  -------------------------------------------------------------------
 DL7668
 DL7668.The coordinates were established by GPS observations
 DL7668.and adjusted by the National Geodetic Survey in June 2019.
 DL7668
 DL7668.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7668.been affixed to the stable North American Tectonic Plate. 
 DL7668
 DL7668.The coordinates are valid at the epoch date displayed above
 DL7668.which is a decimal equivalence of Year/Month/Day.
 DL7668
 DL7668.Due to the release of the International GNSS Service (IGS) 2014
 DL7668.realization of the International Terrestrial Reference Frame of 2014
 DL7668.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL7668.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL7668.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL7668.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL7668.currently published epoch of 2010.00.
 DL7668
 DL7668.Additional information on MYCS2 is available at
 DL7668.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL7668
 DL7668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7668.GEOID12B height accuracy estimate available here.
 DL7668
 DL7668.The PID for the CORS L1 Phase Center is DL7669.
 DL7668
 DL7668.Click photographs - Photos may exist for this station.
 DL7668
 DL7668.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL7668
 DL7668.The ellipsoidal height was determined by GPS observations
 DL7668.and is referenced to NAD 83.
 DL7668
 DL7668. The following values were computed from the NAD 83(2011) position.
 DL7668
 DL7668;                    North         East     Units Scale Factor Converg.
 DL7668;UTM  05      - 6,660,541.912   520,925.179   MT  0.99960537   +0 19 33.5
 DL7668
 DL7668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7668!UTM  05      -   0.99985574  x   0.99960537  =   0.99946117
 DL7668
 DL7668_U.S. NATIONAL GRID SPATIAL ADDRESS: 5VNG2092560541(NAD 83)
 DL7668
 DL7668                          SUPERSEDED SURVEY CONTROL
 DL7668
 DL7668  NAD 83(2011)-  60 04 53.22791(N)    152 37 26.11368(W) AD(2010.00) c
 DL7668  ELLIP H (08/??/11)  921.805  (m)                       GP(2010.00) c c
 DL7668  NAD 83(CORS)-  60 04 53.22722(N)    152 37 26.11227(W) AD(2003.00) c
 DL7668  ELLIP H (05/??/10)  921.802  (m)                       GP(2003.00) c c
 DL7668
 DL7668.Superseded values are not recommended for survey control.
 DL7668
 DL7668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7668.See file dsdata.pdf to determine how the superseded data were derived.
 DL7668
 DL7668_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL7668
 DL7668                          STATION DESCRIPTION
 DL7668
 DL7668'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL7668'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL7668'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL7668'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL7668'https://geodesy.noaa.gov/CORS/data.shtml
 DL7668'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 01:50:01 EST
 DL7670 ***********************************************************************
 DL7670  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL7670  DESIGNATION -  SLOPEMTN_AK2007 CORS GRP
 DL7670  CORS_ID     -  AC47
 DL7670  PID         -  DL7670
 DL7670  STATE/COUNTY-  AK/KENAI PENINSULA BOROUGH
 DL7670  COUNTRY     -  US
 DL7670  USGS QUAD   -  KENAI A-8 SE (2017)
 DL7670
 DL7670                         *CURRENT SURVEY CONTROL
 DL7670  ______________________________________________________________________
 DL7670* NAD 83(2011) POSITION- 60 04 53.22780(N) 152 37 26.11393(W)   ADJUSTED
 DL7670* NAD 83(2011) ELLIP HT-   921.788 (meters)        (06/??/19)   ADJUSTED
 DL7670* NAD 83(2011) EPOCH   -  2010.00
 DL7670  ______________________________________________________________________
 DL7670  GEOID HEIGHT    -         10.195 (meters)                     GEOID12B
 DL7670  NAD 83(2011) X  - -2,832,479.181 (meters)                     COMP
 DL7670  NAD 83(2011) Y  - -1,466,717.806 (meters)                     COMP
 DL7670  NAD 83(2011) Z  -  5,505,807.907 (meters)                     COMP
 DL7670  LAPLACE CORR    -          3.79  (seconds)                    DEFLEC12B
 DL7670
 DL7670  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7670  Standards:
 DL7670         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7670            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7670  -------------------------------------------------------------------
 DL7670  NETWORK    0.25   0.67           0.11   0.09   0.34     -0.20481600
 DL7670  -------------------------------------------------------------------
 DL7670
 DL7670.The horizontal coordinates were established by GPS observations
 DL7670.and adjusted by the National Geodetic Survey in June 2019.
 DL7670
 DL7670.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7670.been affixed to the stable North American Tectonic Plate. 
 DL7670
 DL7670.The horizontal coordinates are valid at the epoch date displayed above
 DL7670.which is a decimal equivalence of Year/Month/Day.
 DL7670
 DL7670.Due to the release of the International GNSS Service (IGS) 2014
 DL7670.realization of the International Terrestrial Reference Frame of 2014
 DL7670.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL7670.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL7670.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL7670.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL7670.currently published epoch of 2010.00.
 DL7670
 DL7670.Additional information on MYCS2 is available at
 DL7670.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL7670
 DL7670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7670.GEOID12B height accuracy estimate available here.
 DL7670
 DL7670.Click photographs - Photos may exist for this station.
 DL7670
 DL7670.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL7670
 DL7670.The Laplace correction was computed from DEFLEC12B derived deflections.
 DL7670
 DL7670.The ellipsoidal height was determined by GPS observations
 DL7670.and is referenced to NAD 83.
 DL7670
 DL7670. The following values were computed from the NAD 83(2011) position.
 DL7670
 DL7670;                    North         East     Units Scale Factor Converg.
 DL7670;UTM  05      - 6,660,541.912   520,925.179   MT  0.99960537   +0 19 33.5
 DL7670
 DL7670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7670!UTM  05      -   0.99985574  x   0.99960537  =   0.99946117
 DL7670
 DL7670_U.S. NATIONAL GRID SPATIAL ADDRESS: 5VNG2092560541(NAD 83)
 DL7670
 DL7670                          SUPERSEDED SURVEY CONTROL
 DL7670
 DL7670  NAD 83(2011)-  60 04 53.22791(N)    152 37 26.11368(W) AD(2010.00) A
 DL7670  ELLIP H (08/??/11)  921.797  (m)                       GP(2010.00) 4 1
 DL7670  NAD 83(CORS)-  60 04 53.22722(N)    152 37 26.11227(W) AD(2003.00) A
 DL7670  ELLIP H (05/??/10)  921.794  (m)                       GP(2003.00) 4 1
 DL7670
 DL7670.Superseded values are not recommended for survey control.
 DL7670
 DL7670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7670.See file dsdata.pdf to determine how the superseded data were derived.
 DL7670
 DL7670_STAMPING: UNKNOWN
 DL7670
 DL7670                          STATION DESCRIPTION
 DL7670
 DL7670'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'AC47'
 DL7670'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DL7670'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DL7670'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DL7670'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DL7670'   https://geodesy.noaa.gov/corsdata/station_log
 DL7670'   https://geodesy.noaa.gov/CORS
 DL7670'RECOVERED AS DESCRIBED.




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