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Uata aheet Retrieval httpJ/www ngs noxa gov/cgi-bm/ds2 pri <br /> The NGS Data Sheet <br /> ' DATABASE = Sybase , PROGRAM = datasheet, VERSION = 6 10 <br /> i� Starting Datasheet Retrieval <br /> 1 National Geodetic Survey, Retrieval Date = FEBRUARY 16, 2000 <br /> HS4486 ** r******** **** *** ** *** ***** ***************** t******************* <br /> HS4486 DESIGNATION - M 1413 <br /> HS4486 PID - HS4486 <br /> ' HS4466 STATE/COUNTY- CA/SAN JOAQUIN <br /> HS4486 USGS QUAD - MANTECA (1987) <br /> HS4486 <br /> HS4486 *CURRENT SURVEY CONTROL <br /> ' HS4486 <br /> HS4486* NAD 83(1986) - 37 47 51 (N) 121 13 12 {W) SCALED <br /> HS4486* NAVD 86 - 10 677 (meters) 35 03 (feet) ADJUSTED <br /> HS4486 <br /> HS4486 GEOID HEIGHT- -32 02 (meters) GEOID99 <br /> HS4486 DYNAMIC HT 10 670 (meters) 35 01 (feet) COMP <br /> HS4486 MODELED GRAV- 979, 931 6 (mgal) NAVD 88 <br /> HS4486 <br /> HS4486 VERT ORDER - FIRST CLASS II <br /> HS4486 <br /> HS4486 The horizontal coordinates were scaled from a topographic map and have <br /> HS4486 an estimated accuracy of +1-- 6 seconds <br /> ' HS4486 <br /> HS44B6 The orthometric height was determined by differential leveling <br /> HS4486 and adjusted by the National Geodetic Survey in June 1991 <br /> ' HS4486 <br /> HS4486 The geoad height was determined by GEDID99 <br /> HS4486 <br /> HS4486 The dynamic height is computed by dividing the NAVD 88 <br /> HS4486 geopotential number by the normal gravity value computed on the <br /> HS4486 Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 <br /> HS4486 degrees latitude (G = 980 6199 gals ) <br /> HS4486 <br /> HS4486 The modeled gravity was interpolated from observed gravity values. <br /> HS4486 <br /> HS4486, North East Units Estimated Accuracy <br /> HS4486,SPC CA 3 - 644, 240 1, 936, 590 MT {+/- 180 meters Scaled) <br /> HS4486 <br /> HS4486 SUPERSEDED SURVEY CONTROL <br /> HS4486 <br /> HS4486 No superseded survey control is available for this station. <br /> HS4486 <br /> HS4486 MARKER I = METAL ROD <br /> HS4486 SETTING 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT +) <br /> HS4486_STAMPING M 1413 1987 <br /> ' HS4486 PROJECTION FLUSH <br /> HS4486 STABILITY A = MOST RELIABLE AND EXPECTED TO HOLD <br /> HS4486+STABILITY POSITION/ELEVATION WELL <br /> HS4486 ROD/PIPE-DEPTH 20 1 meters <br /> 1 <br /> HS4486 SLEEVE-DEPTH 6 1 meters <br /> HS4486 <br /> HS4486 HISTORY - Date Condition Recov By <br /> HS9986 HISTORY - 1987 MONUMENTED DIGS <br /> I HS4486 <br /> HS4486 STATION DESCRIPTION <br /> HS4486 <br /> HS4486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 <br /> HS4486'IN MANTECA. <br /> HS4486'IN MANTECA, AT THE JUNCTION OF POPLAR AND PIERCE AVENUES, NEAR THE <br /> HS4486'SOUTHWEST CORNER OF A SMALL CITY PARK, 14 3 M (46 9 FT) NORTH OF THE <br /> HS448610ENTERLINE OF PIERCE AVENUE, 5.60 M (18 4 FT) EAST OF THE EAST CURB <br /> of 2 02/16/2000 9 07 AM <br />