The NGS Data Sheet See file dsdata.txt for more information about the datasheet. PROGRAM = datasheet95, VERSION = 8.7 1 National Geodetic Survey, Retrieval Date = APRIL 10, 2015 NR0224 *********************************************************************** NR0224 DESIGNATION - A 334 NR0224 PID - NR0224 NR0224 STATE/COUNTY- WY/NATRONA NR0224 COUNTRY - US NR0224 USGS QUAD - BISHOP (1978) NR0224 NR0224 *CURRENT SURVEY CONTROL NR0224 ______________________________________________________________________ NR0224* NAD 83(2011) POSITION- 42 53 23.93631(N) 106 28 06.56283(W) ADJUSTED NR0224* NAD 83(2011) ELLIP HT- 1605.653 (meters) (06/27/12) ADJUSTED NR0224* NAD 83(2011) EPOCH - 2010.00 NR0224* NAVD 88 ORTHO HEIGHT - 1618.82 (meters) 5311.1 (feet) LEVELING NR0224 ______________________________________________________________________ NR0224 GEOID HEIGHT - -13.17 (meters) GEOID12B NR0224 NAD 83(2011) X - -1,327,136.706 (meters) COMP NR0224 NAD 83(2011) Y - -4,489,403.469 (meters) COMP NR0224 NAD 83(2011) Z - 4,319,647.917 (meters) COMP NR0224 LAPLACE CORR - -0.92 (seconds) DEFLEC12B NR0224 VERT ORDER - THIRD NR0224 NR0224 Network accuracy estimates per FGDC Geospatial Positioning Accuracy NR0224 Standards: NR0224 FGDC (95% conf, cm) Standard deviation (cm) CorrNE NR0224 Horiz Ellip SD_N SD_E SD_h (unitless) NR0224 ------------------------------------------------------------------- NR0224 NETWORK 0.87 1.69 0.35 0.35 0.86 -0.29167874 NR0224 ------------------------------------------------------------------- NR0224 Click here for local accuracies and other accuracy information. NR0224 NR0224 NR0224.The horizontal coordinates were established by GPS observations NR0224.and adjusted by the National Geodetic Survey in June 2012. NR0224 NR0224.NAD 83(2011) refers to NAD 83 coordinates where the reference NR0224.frame has been affixed to the stable North American tectonic plate. See NR0224.NA2011 for more information. NR0224 NR0224.The horizontal coordinates are valid at the epoch date displayed above NR0224.which is a decimal equivalence of Year/Month/Day. NR0224 NR0224.The orthometric height was determined by differential leveling. NR0224.The vertical network tie was performed by a horz. field party for horz. NR0224.obs reductions. Reset procedures were used to establish the elevation. NR0224 NR0224.The X, Y, and Z were computed from the position and the ellipsoidal ht. NR0224 NR0224.The Laplace correction was computed from DEFLEC12B derived deflections. NR0224 NR0224.The ellipsoidal height was determined by GPS observations NR0224.and is referenced to NAD 83. NR0224 NR0224. The following values were computed from the NAD 83(2011) position. NR0224 NR0224; North East Units Scale Factor Converg. NR0224;SPC WYEC - 365,795.363 470,641.664 MT 0.99999887 +0 35 19.1 NR0224;SPC WYEC - 1,200,113.62 1,544,096.86 sFT 0.99999887 +0 35 19.1 NR0224;UTM 13 - 4,749,643.572 380,091.506 MT 0.99977688 -0 59 58.4 NR0224 NR0224! - Elev Factor x Scale Factor = Combined Factor NR0224!SPC WYEC - 0.99974826 x 0.99999887 = 0.99974713 NR0224!UTM 13 - 0.99974826 x 0.99977688 = 0.99952519 NR0224 NR0224 SUPERSEDED SURVEY CONTROL NR0224 NR0224 NAD 83(2007)- 42 53 23.93602(N) 106 28 06.56408(W) AD(2002.00) 0 NR0224 ELLIP H (02/10/07) 1605.679 (m) GP(2002.00) NR0224 NAD 83(1993)- 42 53 23.93559(N) 106 28 06.56398(W) AD( ) A NR0224 ELLIP H (02/28/01) 1605.690 (m) GP( ) 2 1 NR0224 NAVD 88 (06/15/91) 1618.815 (m) 5311.06 (f) ADJUSTED 1 2 NR0224 NGVD 29 (06/08/92) 1617.942 (m) 5308.20 (f) ADJUSTED 1 2 NR0224 NR0224.Superseded values are not recommended for survey control. NR0224 NR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NR0224.See file dsdata.txt to determine how the superseded data were derived. NR0224 NR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8009149643(NAD 83) NR0224 NR0224_MARKER: F = FLANGE-ENCASED ROD NR0224_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) NR0224_SP_SET: STAINLESS STEEL ROD IN SLEEVE NR0224_STAMPING: A 334 1982 NR0224_MARK LOGO: NGS NR0224_PROJECTION: FLUSH NR0224_MAGNETIC: I = MARKER IS A STEEL ROD NR0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NR0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NR0224+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2007 NR0224_ROD/PIPE-DEPTH: 17.1 meters NR0224_SLEEVE-DEPTH : 9.4 meters NR0224 NR0224 HISTORY - Date Condition Report By NR0224 HISTORY - 1982 MONUMENTED NGS NR0224 HISTORY - 19990715 GOOD BLM NR0224 HISTORY - 20010808 GOOD NGS NR0224 HISTORY - 20070910 GOOD CH2M NR0224 NR0224 STATION DESCRIPTION NR0224 NR0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 NR0224'11.0 KM (6.85 MI) NW FROM CASPER. NR0224'11.0 KM (6.85 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS NR0224'JUNCTION WITH INTERSTATE HIGHWAY HIGHWAY 25 IN CASPER, 0.3 KM (0.2 MI) NR0224'WEST OF THE INTERSECTION OF A PAVED ROAD LEADING NORTH TO THE NATRONA NR0224'COUNTY INTERNATIONAL AIRPORT, 35.0 METERS (114.8 FT) NORTH OF THE NR0224'CENTERLINE OF THE HIGHWAY, 21.3 METERS (69.9 FT) NORTHEAST OF THE NR0224'NORTHEAST END OF A BOX CULVERT AND 10.0 METERS (32.8 FT) EAST OF A NR0224'FENCE. NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. NR0224'THE MARK IS 0.7 METERS S FROM A WITNESS POST AND FENCE NR0224'THE MARK IS 0.5 M BELOW THE HIGHWAY. NR0224 NR0224 STATION RECOVERY (1999) NR0224 NR0224'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1999 (SSS) NR0224'RECOVERED AS DESCRIBED. NR0224 NR0224 STATION RECOVERY (2001) NR0224 NR0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL) NR0224'RECOVERED AS DESCRIBED. NR0224' NR0224 NR0224 STATION RECOVERY (2007) NR0224 NR0224'RECOVERY NOTE BY CH2M HILL INCORPORATED 2007 (JDS) NR0224'RECOVERED IN GOOD CONDITION.