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 20, 2025 01:42:03 EST
DM2670 ***********************************************************************
DM2670 CORS - This is a GPS Continuously Operating Reference Station.
DM2670 DESIGNATION - MCCONNELLSBURG CORS ARP
DM2670 CORS_ID - PAFM
DM2670 PID - DM2670
DM2670 STATE/COUNTY- PA/FULTON
DM2670 COUNTRY - US
DM2670 USGS QUAD - MCCONNELLSBURG (2019)
DM2670
DM2670 *CURRENT SURVEY CONTROL
DM2670 ______________________________________________________________________
DM2670* NAD 83(2011) POSITION- 39 57 44.91208(N) 077 58 43.61770(W) ADJUSTED
DM2670* NAD 83(2011) ELLIP HT- 286.767 (meters) (06/??/19) ADJUSTED
DM2670* NAD 83(2011) EPOCH - 2010.00
DM2670 ______________________________________________________________________
DM2670 GEOID HEIGHT - -33.943 (meters) GEOID18
DM2670 NAD 83(2011) X - 1,019,626.629 (meters) COMP
DM2670 NAD 83(2011) Y - -4,788,246.568 (meters) COMP
DM2670 NAD 83(2011) Z - 4,074,977.160 (meters) COMP
DM2670
DM2670 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DM2670 Standards:
DM2670 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DM2670 Horiz Ellip SD_N SD_E SD_h (unitless)
DM2670 -------------------------------------------------------------------
DM2670 NETWORK 0.13 0.32 0.05 0.05 0.16 -0.20208600
DM2670 -------------------------------------------------------------------
DM2670
DM2670.The coordinates were established by GPS observations
DM2670.and adjusted by the National Geodetic Survey in June 2019.
DM2670
DM2670.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DM2670.been affixed to the stable North American Tectonic Plate.
DM2670
DM2670.The coordinates are valid at the epoch date displayed above
DM2670.which is a decimal equivalence of Year/Month/Day.
DM2670
DM2670.Due to the release of the International GNSS Service (IGS) 2014
DM2670.realization of the International Terrestrial Reference Frame of 2014
DM2670.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DM2670.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DM2670.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DM2670.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DM2670.currently published epoch of 2010.00.
DM2670
DM2670.Additional information on MYCS2 is available at
DM2670.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DM2670
DM2670.Significant digits in the geoid height do not necessarily reflect accuracy.
DM2670.GEOID18 height accuracy estimate available here.
DM2670
DM2670.The PID for the CORS L1 Phase Center is DS2842.
DM2670
DM2670.Click photographs - Photos may exist for this station.
DM2670
DM2670.The XYZ, and position/ellipsoidal ht. are equivalent.
DM2670
DM2670.The ellipsoidal height was determined by GPS observations
DM2670.and is referenced to NAD 83.
DM2670
DM2670. The following values were computed from the NAD 83(2011) position.
DM2670
DM2670; North East Units Scale Factor Converg.
DM2670;SPC PA S - 69,881.966 580,452.782 MT 0.99999557 -0 08 54.4
DM2670;SPC PA S - 229,271.08 1,904,368.84 sFT 0.99999557 -0 08 54.4
DM2670;UTM 18 - 4,427,842.426 245,572.601 MT 1.00039699 -1 54 51.3
DM2670;UTM 17 - 4,427,964.449 758,052.465 MT 1.00041987 +1 56 29.6
DM2670
DM2670! - Elev Factor x Scale Factor = Combined Factor
DM2670!SPC PA S - 0.99995501 x 0.99999557 = 0.99995058
DM2670!UTM 18 - 0.99995501 x 1.00039699 = 1.00035199
DM2670!UTM 17 - 0.99995501 x 1.00041987 = 1.00037487
DM2670
DM2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK4557227842(NAD 83)
DM2670
DM2670 SUPERSEDED SURVEY CONTROL
DM2670
DM2670 NAD 83(2011)- 39 57 44.91206(N) 077 58 43.61769(W) AD(2010.00) c
DM2670 ELLIP H (08/??/11) 286.767 (m) GP(2010.00) c c
DM2670 NAD 83(CORS)- 39 57 44.91231(N) 077 58 43.61842(W) AD(2002.00) c
DM2670 ELLIP H (08/??/10) 286.761 (m) GP(2002.00) c c
DM2670
DM2670.Superseded values are not recommended for survey control.
DM2670
DM2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DM2670.See file dsdata.pdf to determine how the superseded data were derived.
DM2670
DM2670_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DM2670
DM2670 STATION DESCRIPTION
DM2670
DM2670'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DM2670'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DM2670'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DM2670'ACCESSIBLE AT THE WORLDWIDE WEB.
DM2670'https://geodesy.noaa.gov/CORS/data.shtml
DM2670'https://geodesy.noaa.gov/CORS
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