1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG0963 *********************************************************************** EG0963 DESIGNATION - P 32 EG0963 PID - EG0963 EG0963 STATE/COUNTY- MS/BENTON EG0963 USGS QUAD - LAMAR (1965) EG0963 EG0963 *CURRENT SURVEY CONTROL EG0963 ___________________________________________________________________ EG0963* NAD 83(1986)- 34 56 26. (N) 089 17 48. (W) SCALED EG0963* NAVD 88 - 137.030 (meters) 449.57 (feet) POSTED EG0963 ___________________________________________________________________ EG0963 GEOID HEIGHT- -27.55 (meters) GEOID99 EG0963 DYNAMIC HT - 136.900 (meters) 449.15 (feet) COMP EG0963 MODELED GRAV- 979,682.4 (mgal) NAVD 88 EG0963 EG0963 VERT ORDER - * POSTED, Code A , SEE BELOW EG0963 EG0963.The horizontal coordinates were scaled from a topographic map and have EG0963.an estimated accuracy of +/- 6 seconds. EG0963 EG0963.The orthometric height was determined by differential leveling EG0963.and adjusted by the National Geodetic Survey in 1992. EG0963.* This is a POSTED BENCH MARK height. Code A indicates a distribution EG0963.rate of 0.0 thru 1.0 mm/km. EG0963 EG0963.The geoid height was determined by GEOID99. EG0963 EG0963.The dynamic height is computed by dividing the NAVD 88 EG0963.geopotential number by the normal gravity value computed on the EG0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0963.degrees latitude (g = 980.6199 gals.). EG0963 EG0963.The modeled gravity was interpolated from observed gravity values. EG0963 EG0963; North East Units Estimated Accuracy EG0963;SPC MS E - 603,380. 257,680. MT (+/- 180 meters Scaled) EG0963 EG0963 SUPERSEDED SURVEY CONTROL EG0963 EG0963 NGVD 29 (??/??/92) 137.058 (m) 449.66 (f) ADJ UNCH 2 0 EG0963 EG0963.Superseded values are not recommended for survey control. EG0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0963.See file dsdata.txt to determine how the superseded data were derived. EG0963 EG0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD902688(NAD 83) EG0963_MARKER: DB = BENCH MARK DISK EG0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0963_STAMPING: P 32 1934 EG0963_MARK LOGO: CGS EG0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0963+STABILITY: SURFACE MOTION EG0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG0963+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 EG0963 EG0963 HISTORY - Date Condition Report By EG0963 HISTORY - UNK MONUMENTED CGS EG0963 HISTORY - 1966 MARK NOT FOUND MSHD EG0963 HISTORY - 19890523 GOOD MSHD EG0963 HISTORY - 20000606 GOOD NGS EG0963 HISTORY - 20030915 GOOD USACE EG0963 EG0963 STATION DESCRIPTION EG0963 EG0963'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0963'2.2 MI NE FROM LAMAR. EG0963'IT IS 2.2 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE EG0963'STATION AT LAMAR, 7 POLES SOUTH OF OVERHEAD CROSSING OF STATE HIGHWAY EG0963'2, 6 1/2 POLES NORTHEAST OF MILEPOST C 528, 35 FEET EAST OF CENTERLINE EG0963'OF THE TRACK, 30 FEET SOUTHWEST OF A FENCE CORNER, AND 17 FEET NORTH EG0963'OF WOODEN TRESTLE 527.8. EG0963 EG0963 STATION RECOVERY (1989) EG0963 EG0963'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG0963'0.16 KM (0.10 MI) SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF EG0963'U.S. 72 HIGHWAY AND STATE HIGHWAY 7 TO A FIELD ROAD ON THE LEFT, THEN EG0963'0.47 KM (0.30 MI) EAST ON FIELD ROAD ACROSS FIELD TO RAILROAD TRACKS, EG0963'THEN APPROXIMATELY 0.30 KM (0.20 MI) SOUTH ALONG RAILROAD TO THE MARK EG0963'ON EAST SIDE OF RAILROAD, 12.19 M (40.0 FT) NORTH OF A WOODEN TRESTLE, EG0963'10.18 M (33.4 FT) EAST OF THE CENTERLINE OF RAILROAD TRACKS, 5.18 M EG0963'(17.0 FT) WEST OF A FENCE, 2.87 M (9.4 FT) SOUTH OF A 4 INCH WALNUT EG0963'TREE, 0.30 M (1.0 FT) WEST OF A CARSONITE WITNESS POST AND 0.60 M EG0963'(2.0 FT) ABOVE RAILROAD TRACKS, FLUSH WITH THE GROUND. EG0963 EG0963 STATION RECOVERY (2000) EG0963 EG0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 EG0963'RECOVERED IN GOOD CONDITION. EG0963 EG0963 STATION RECOVERY (2003) EG0963 EG0963'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0963'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG0964 *********************************************************************** EG0964 DESIGNATION - Q 32 EG0964 PID - EG0964 EG0964 STATE/COUNTY- MS/BENTON EG0964 USGS QUAD - LAMAR (1965) EG0964 EG0964 *CURRENT SURVEY CONTROL EG0964 ___________________________________________________________________ EG0964* NAD 83(1986)- 34 57 44. (N) 089 16 26. (W) SCALED EG0964* NAVD 88 - 127.379 (meters) 417.91 (feet) ADJUSTED EG0964 ___________________________________________________________________ EG0964 GEOID HEIGHT- -27.57 (meters) GEOID99 EG0964 DYNAMIC HT - 127.259 (meters) 417.52 (feet) COMP EG0964 MODELED GRAV- 979,686.4 (mgal) NAVD 88 EG0964 EG0964 VERT ORDER - SECOND CLASS 0 EG0964 EG0964.The horizontal coordinates were scaled from a topographic map and have EG0964.an estimated accuracy of +/- 6 seconds. EG0964 EG0964.The orthometric height was determined by differential leveling EG0964.and adjusted by the National Geodetic Survey in June 1991. EG0964 EG0964.The geoid height was determined by GEOID99. EG0964 EG0964.The dynamic height is computed by dividing the NAVD 88 EG0964.geopotential number by the normal gravity value computed on the EG0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0964.degrees latitude (g = 980.6199 gals.). EG0964 EG0964.The modeled gravity was interpolated from observed gravity values. EG0964 EG0964; North East Units Estimated Accuracy EG0964;SPC MS E - 605,770. 259,770. MT (+/- 180 meters Scaled) EG0964 EG0964 SUPERSEDED SURVEY CONTROL EG0964 EG0964 NGVD 29 (??/??/92) 127.340 (m) 417.78 (f) ADJ UNCH 2 0 EG0964 EG0964.Superseded values are not recommended for survey control. EG0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0964.See file dsdata.txt to determine how the superseded data were derived. EG0964 EG0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD923712(NAD 83) EG0964_MARKER: DB = BENCH MARK DISK EG0964_SETTING: 32 = HEADWALL EG0964_STAMPING: Q 32 1934 EG0964_MARK LOGO: CGS EG0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0964+STABILITY: SURFACE MOTION EG0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG0964+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 EG0964 EG0964 HISTORY - Date Condition Report By EG0964 HISTORY - 1934 MONUMENTED CGS EG0964 HISTORY - 1966 GOOD MSHD EG0964 HISTORY - 19880526 GOOD MSHD EG0964 HISTORY - 20030915 GOOD USACE EG0964 EG0964 STATION DESCRIPTION EG0964 EG0964'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0964'18.05 MI NE FROM HOLLY SPRINGS. EG0964'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO NORTH ON EG0964'HIGHWAY 7 FOR 16.15 MILES TO THE INTERSECTION OF HIGHWAY 72, CONTINUE EG0964'ON HIGHWAY 7 FOR 1.9 MILES TO A CREEK, FOLLOW THE CREEK SOUTHEAST FOR EG0964'APPROXIMATELY 0.45 MILE TO A RAILROAD TRESTLE AND MILEPOST C 526. THE EG0964'MARK IS 8 POLES NORTH OF MILEPOST C 526 ON THE RIGHT IN THE EAST BRICK EG0964'HEADWALL OF A 36 INCH CULVERT. IT IS 25 FEET EAST OF THE CENTER OF EG0964'THE TRACK, 1.5 FEET WEST OF THE EAST EDGE OF THE WALL, AND 1.1 FEET EG0964'SOUTH OF THE NORTH END OF THE CULVERT. EG0964 EG0964 STATION RECOVERY (1988) EG0964 EG0964'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988 EG0964'1.93 KM (1.20 MI) NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF EG0964'U.S. 72 HIGHWAY AND STATE HIGHWAY NO. 7 TO A FIELD ROAD ON THE RIGHT, EG0964'THEN 0.56 KM (0.35 MI) EAST ACROSS FIELD AND CREEK TO THE EAST END OF EG0964'FIELD, THEN NORTH TO A FENCE AND GAP AND RAILROAD, THEN FROM THE NORTH EG0964'END OF A RAILROAD TRESTLE 0.16 KM (0.10 MI) NORTH ALONG RAILROAD TO EG0964'THE MARK, IN THE NORTH END OF THE EAST BRICK HEADWALL, 7.19 M EG0964'(23.6 FT) EAST OF CENTER LINE OF RAILROAD TRACKS, 4.57 M (15.0 FT) EG0964'NORTH NORTHWEST OF A 8 INCH SWEET GUM TREE, 1.83 M (6.0 FT) NORTH OF EG0964'CENTER OF PIPE, 0.45 M (1.5 FT) SOUTH OF A CARSONITE WITNESS POST AND EG0964'1.82 M (6.0 FT) BELOW LEVEL OF RAILROAD TRACKS, FLUSH WITH THE GROUND. EG0964 EG0964 STATION RECOVERY (2003) EG0964 EG0964'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0964'RECOVERED IN GOOD CONDITION.