The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.83 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 10, 2003 FU3759 *********************************************************************** FU3759 DESIGNATION - L 1445 FU3759 PID - FU3759 FU3759 STATE/COUNTY- CA/KERN FU3759 USGS QUAD - BELRIDGE (1973) FU3759 FU3759 *CURRENT SURVEY CONTROL FU3759 ___________________________________________________________________ FU3759* NAD 83(1986)- 35 29 53. (N) 119 38 45. (W) SCALED FU3759* NAVD 88 - 92.597 (meters) 303.80 (feet) ADJUSTED FU3759 ___________________________________________________________________ FU3759 GEOID HEIGHT- -34.74 (meters) GEOID99 FU3759 DYNAMIC HT - 92.508 (meters) 303.50 (feet) COMP FU3759 MODELED GRAV- 979,667.4 (mgal) NAVD 88 FU3759 FU3759 VERT ORDER - FIRST CLASS II FU3759 FU3759.The horizontal coordinates were scaled from a topographic map and have FU3759.an estimated accuracy of +/- 6 seconds. FU3759 FU3759.The orthometric height was determined by differential leveling FU3759.and adjusted by the National Geodetic Survey in June 1991. FU3759 FU3759.The geoid height was determined by GEOID99. FU3759 FU3759.The dynamic height is computed by dividing the NAVD 88 FU3759.geopotential number by the normal gravity value computed on the FU3759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FU3759.degrees latitude (g = 980.6199 gals.). FU3759 FU3759.The modeled gravity was interpolated from observed gravity values. FU3759 FU3759; North East Units Estimated Accuracy FU3759;SPC CA 5 - 722,870. 1,850,680. MT (+/- 180 meters Scaled) FU3759 FU3759 SUPERSEDED SURVEY CONTROL FU3759 FU3759.No superseded survey control is available for this station. FU3759 FU3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV600314(NAD 83) FU3759_MARKER: I = METAL ROD FU3759_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) FU3759_STAMPING: L 1445 1989 FU3759_MARK LOGO: NGS FU3759_PROJECTION: FLUSH FU3759_MAGNETIC: I = MARKER IS A STEEL ROD FU3759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FU3759+STABILITY: POSITION/ELEVATION WELL FU3759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU3759+SATELLITE: SATELLITE OBSERVATIONS - 1989 FU3759_ROD/PIPE-DEPTH: 15.2 meters FU3759_SLEEVE-DEPTH : 9.4 meters FU3759 FU3759 HISTORY - Date Condition Report By FU3759 HISTORY - 1989 MONUMENTED NGS FU3759 FU3759 STATION DESCRIPTION FU3759 FU3759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 FU3759'65.0 KM (40.40 MI) SOUTHEASTERLY ALONG THE CALIFORNIA AQUEDUCT FROM FU3759'THE JUNCTION OF MILHAM AVENUE IN KETTLEMAN CITY, 0.2 KM (0.10 MI) FU3759'SOUTH OF THE INTERSECTION OF LERDO ROAD, 30.2 M (99.1 FT) NORTHEAST OF FU3759'THE CENTER OF THE EAST LEVEE ROAD, 10.0 M (32.8 FT) SOUTH OF THE SOUTH FU3759'BANK OF A CANAL, 7.0 M (23.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST FU3759'CORNER OF BLOCK BUILDING NUMBER BR 2, 3.1 M (10.2 FT) BELOW THE LEVEL FU3759'OF THE ROAD, 1.2 M (3.9 FT) SOUTHWEST OF A UTILITY POLE WITH A METER, FU3759'AND 0.3 M (1.0 FT) WEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM FU3759'POINT IS THROUGH A 5-INCH LOGO CAP. *** retrieval complete. Elapsed Time = 00:00:00