DATASHEETS The NGS Data SheetSee file dsdata.txt for more information about the datasheet.DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 7.11 1 National Geodetic Survey, Retrieval Date = JANUARY 21, 2005 KS1922 *********************************************************************** KS1922 DESIGNATION - P 1430 KS1922 PID - KS1922 KS1922 STATE/COUNTY- CA/BUTTE KS1922 USGS QUAD - NORD (1969) KS1922 KS1922 *CURRENT SURVEY CONTROL KS1922 ___________________________________________________________________ KS1922* NAD 83(1992)- 39 50 25.15772(N) 121 56 26.97101(W) ADJUSTED KS1922* NAVD 88 - 58.684 (meters) 192.53 (feet) ADJUSTED KS1922 ___________________________________________________________________ KS1922 EPOCH DATE - 1991.35 KS1922 X - -2,594,485.096 (meters) COMP KS1922 Y - -4,161,602.016 (meters) COMP KS1922 Z - 4,064,407.993 (meters) COMP KS1922 LAPLACE CORR- 7.01 (seconds) DEFLEC99 KS1922 ELLIP HEIGHT- 31.12 (meters) (05/07/98) GPS OBS KS1922 GEOID HEIGHT- -27.57 (meters) GEOID03 KS1922 DYNAMIC HT - 58.654 (meters) 192.43 (feet) COMP KS1922 MODELED GRAV- 980,123.8 (mgal) NAVD 88 KS1922 KS1922 HORZ ORDER - FIRST KS1922 VERT ORDER - FIRST CLASS II KS1922 ELLP ORDER - FOURTH CLASS I KS1922 KS1922.The horizontal coordinates were established by GPS observations KS1922.and adjusted by the National Geodetic Survey in May 1998. KS1922.The horizontal coordinates are valid at the epoch date displayed above. KS1922.The epoch date for horizontal control is a decimal equivalence KS1922.of Year/Month/Day. KS1922 KS1922.The orthometric height was determined by differential leveling KS1922.and adjusted by the National Geodetic Survey in June 1991. KS1922 KS1922.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS1922 KS1922.The Laplace correction was computed from DEFLEC99 derived deflections. KS1922 KS1922.The ellipsoidal height was determined by GPS observations KS1922.and is referenced to NAD 83. KS1922 KS1922.The geoid height was determined by GEOID03. KS1922 KS1922.The dynamic height is computed by dividing the NAVD 88 KS1922.geopotential number by the normal gravity value computed on the KS1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1922.degrees latitude (g = 980.6199 gals.). KS1922 KS1922.The modeled gravity was interpolated from observed gravity values. KS1922 KS1922; North East Units Scale Factor Converg. KS1922;SPC CA 2 - 741,298.609 2,005,064.916 MT 1.00000160 +0 02 14.3 KS1922;SPC CA 2 - 2,432,077.19 6,578,283.81 sFT 1.00000160 +0 02 14.3 KS1922;UTM 10 - 4,410,571.379 590,622.012 MT 0.99970110 +0 40 43.0 KS1922 KS1922! - Elev Factor x Scale Factor = Combined Factor KS1922!SPC CA 2 - 0.99999512 x 1.00000160 = 0.99999672 KS1922!UTM 10 - 0.99999512 x 0.99970110 = 0.99969622 KS1922 KS1922 SUPERSEDED SURVEY CONTROL KS1922 KS1922 NAVD 88 (05/07/98) 58.68 (m) 192.5 (f) LEVELING 3 KS1922 KS1922.Superseded values are not recommended for survey control. KS1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1922.See file dsdata.txt to determine how the superseded data were derived. KS1922 KS1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK9062210571(NAD 83) KS1922_MARKER: I = METAL ROD KS1922_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KS1922_STAMPING: P 1430 1988 KS1922_MARK LOGO: NGS KS1922_MAGNETIC: N = NO MAGNETIC MATERIAL KS1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1922+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004 KS1922 KS1922 HISTORY - Date Condition Report By KS1922 HISTORY - 1988 MONUMENTED NGS KS1922 HISTORY - 19960129 GOOD CADT KS1922 HISTORY - 19960409 GOOD CADT KS1922 HISTORY - 20040322 GOOD CADT KS1922 KS1922 STATION DESCRIPTION KS1922 KS1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1922'14.4 KM (8.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE KS1922'JUNCTION OF 1ST AVENUE IN CHICO, A METAL ROD DRIVEN 1.2 METERS KS1922'AND FLUSH WITH THE GROUND, 29.8 M (97.8 FT) SOUTHWEST OF THE KS1922'CENTERLINE OF THE HIGHWAY, 20.3 M (66.6 FT) WEST OF A FENCE CORNER, KS1922'12.3 M (40.4 FT) SOUTH OF THE CENTERLINE OF CANA HIGHWAY, 9.3 M KS1922'(30.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M KS1922'(1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND LEVEL WITH THE KS1922'HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO KS1922'CAP. KS1922 KS1922 STATION RECOVERY (1996) KS1922 KS1922'RECOVERY NOTE BY CALTRANS 1996 (JRL) KS1922'THE STATION WAS RECOVERED WITH THE FOLLOWING ADDITION. THE STATION KS1922'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. KS1922 KS1922 STATION RECOVERY (1996) KS1922 KS1922'RECOVERY NOTE BY CALTRANS 1996 (PTD) KS1922'RECOVERED AS DESCRIBED. KS1922 KS1922 STATION RECOVERY (2004) KS1922 KS1922'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1922'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:01