1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EG1167 *********************************************************************** EG1167 DESIGNATION - P 37 EG1167 PID - EG1167 EG1167 STATE/COUNTY- MS/TATE EG1167 USGS QUAD - SENATOBIA (1982) EG1167 EG1167 *CURRENT SURVEY CONTROL EG1167 ___________________________________________________________________ EG1167* NAD 83(1986)- 34 36 58. (N) 089 57 47. (W) SCALED EG1167* NAVD 88 - 85.860 (meters) 281.69 (feet) ADJUSTED EG1167 ___________________________________________________________________ EG1167 GEOID HEIGHT- -27.06 (meters) GEOID99 EG1167 DYNAMIC HT - 85.778 (meters) 281.42 (feet) COMP EG1167 MODELED GRAV- 979,670.2 (mgal) NAVD 88 EG1167 EG1167 VERT ORDER - SECOND CLASS 0 EG1167 EG1167.The horizontal coordinates were scaled from a topographic map and have EG1167.an estimated accuracy of +/- 6 seconds. EG1167 EG1167.The orthometric height was determined by differential leveling EG1167.and adjusted by the National Geodetic Survey in June 1991. EG1167 EG1167.The geoid height was determined by GEOID99. EG1167 EG1167.The dynamic height is computed by dividing the NAVD 88 EG1167.geopotential number by the normal gravity value computed on the EG1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1167.degrees latitude (g = 980.6199 gals.). EG1167 EG1167.The modeled gravity was interpolated from observed gravity values. EG1167 EG1167; North East Units Estimated Accuracy EG1167;SPC MS W - 567,350. 733,960. MT (+/- 180 meters Scaled) EG1167 EG1167 SUPERSEDED SURVEY CONTROL EG1167 EG1167 NGVD 29 - 85.848 (m) 281.65 (f) ADJ UNCH 2 0 EG1167 EG1167.Superseded values are not recommended for survey control. EG1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1167.See file dsdata.txt to determine how the superseded data were derived. EG1167 EG1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD283344(NAD 83) EG1167_MARKER: DB = BENCH MARK DISK EG1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1167_STAMPING: P 37 (1934) EG1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1167+STABILITY: SURFACE MOTION EG1167 EG1167 HISTORY - Date Condition Report By EG1167 HISTORY - 1934 MONUMENTED CGS EG1167 HISTORY - 1966 GOOD MSHD EG1167 HISTORY - 1970 GOOD USGS EG1167 HISTORY - 20030605 GOOD INDIV EG1167 EG1167 STATION DESCRIPTION EG1167 EG1167'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1167'IN SENATOBIA. EG1167'TO REACH FROM THE U.S. POST OFFICE IN SENATOBIA GO SOUTH ON FRONT EG1167'STREET FOR 0.05 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 4, EG1167'TURN LEFT (EAST) AND CONTINUE ON HIGHWAY 4 FOR 0.05 MILE TO THE EG1167'INTERSECTION OF PARK STREET, TURN RIGHT (SOUTH) AND CONTINUE ON PARK EG1167'STREET FOR 0.2 MILE TO A T INTERSECTION, TURN RIGHT (WEST) AND EG1167'CONTINUE ON GILMORE STREET FOR APPROXIMATELY 75 FEET TO THE RAILROAD EG1167'TRACK AND THE MARK ON THE RIGHT AS DESCRIBED. IT IS 31 FEET NORTHEAST EG1167'OF THE CENTER OF THE RAILROAD CROSSING, 20 FEET EAST OF THE EAST RAIL, EG1167'19 FEET NORTH OF THE CENTER OF GILMORE, 5.3 FEET NORTHEAST OF A EG1167'CROSSING SIGNAL, 3.4 FEET WEST OF A TELEPHONE POLE, AND 1.5 FEET WEST EG1167'OF A METAL WITNESS POST. EG1167 EG1167 STATION RECOVERY (1970) EG1167 EG1167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 EG1167'RECOVERED IN GOOD CONDITION. EG1167 EG1167 STATION RECOVERY (2003) EG1167 EG1167'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RPB) EG1167'RECOVERED IN GOOD CONDITION.