1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1229 *********************************************************************** EG1229 DESIGNATION - P 31 EG1229 PID - EG1229 EG1229 STATE/COUNTY- MS/LAFAYETTE EG1229 USGS QUAD - LAWS HILL (1971) EG1229 EG1229 *CURRENT SURVEY CONTROL EG1229 ___________________________________________________________________ EG1229* NAD 83(1986)- 34 30 10. (N) 089 30 16. (W) SCALED EG1229* NAVD 88 - 110.265 (meters) 361.76 (feet) ADJUSTED EG1229 ___________________________________________________________________ EG1229 GEOID HEIGHT- -26.80 (meters) GEOID99 EG1229 DYNAMIC HT - 110.159 (meters) 361.41 (feet) COMP EG1229 MODELED GRAV- 979,674.6 (mgal) NAVD 88 EG1229 EG1229 VERT ORDER - SECOND CLASS 0 EG1229 EG1229.The horizontal coordinates were scaled from a topographic map and have EG1229.an estimated accuracy of +/- 6 seconds. EG1229 EG1229.The orthometric height was determined by differential leveling EG1229.and adjusted by the National Geodetic Survey in June 1991. EG1229 EG1229.The geoid height was determined by GEOID99. EG1229 EG1229.The dynamic height is computed by dividing the NAVD 88 EG1229.geopotential number by the normal gravity value computed on the EG1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1229.degrees latitude (g = 980.6199 gals.). EG1229 EG1229.The modeled gravity was interpolated from observed gravity values. EG1229 EG1229; North East Units Estimated Accuracy EG1229;SPC MS E - 554,920. 238,370. MT (+/- 180 meters Scaled) EG1229 EG1229 SUPERSEDED SURVEY CONTROL EG1229 EG1229 NGVD 29 (??/??/92) 110.240 (m) 361.68 (f) ADJ UNCH 2 0 EG1229 EG1229.Superseded values are not recommended for survey control. EG1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1229.See file dsdata.txt to determine how the superseded data were derived. EG1229 EG1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD700207(NAD 83) EG1229_MARKER: DB = BENCH MARK DISK EG1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1229_STAMPING: P-31 1934 EG1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1229+STABILITY: SURFACE MOTION EG1229 EG1229 HISTORY - Date Condition Report By EG1229 HISTORY - 1934 MONUMENTED CGS EG1229 HISTORY - 20031001 MARK NOT FOUND USACE EG1229 EG1229 STATION DESCRIPTION EG1229 EG1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 EG1229'IN ABBEVILLE. EG1229'ALONG THE ILLINOIS CENTRAL RAILROAD 8 POLES NORTH OF MILEPOST NO. C EG1229'562. 45 FEET NORTH OF THE SEMAPHORE SIGNAL AT THE STATION, 40 FEET EG1229'SOUTH OF THE CENTER LINE OF THE ROAD CROSSING, 19 FEET WEST OF THE EG1229'CENTER LINE OF THE TRACK. EG1229 EG1229 STATION RECOVERY (2003) EG1229 EG1229'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1229'MARK NOT FOUND.