1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG1287 *********************************************************************** EG1287 DESIGNATION - F 31 RESET 1977 EG1287 PID - EG1287 EG1287 STATE/COUNTY- MS/LAFAYETTE EG1287 USGS QUAD - OXFORD SOUTH (1980) EG1287 EG1287 *CURRENT SURVEY CONTROL EG1287 ___________________________________________________________________ EG1287* NAD 83(1986)- 34 18 41. (N) 089 35 02. (W) SCALED EG1287* NAVD 88 - 111.07 (+/-2cm) 364.4 (feet) VERTCON EG1287 ___________________________________________________________________ EG1287 GEOID HEIGHT- -26.56 (meters) GEOID99 EG1287 EG1287 VERT ORDER - THIRD (See Below) EG1287 EG1287.The horizontal coordinates were scaled from a topographic map and have EG1287.an estimated accuracy of +/- 6 seconds. EG1287 EG1287.The NAVD 88 height was computed by applying the VERTCON shift value to EG1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EG1287.The vertical order pertains to the superseded datum. EG1287 EG1287.The geoid height was determined by GEOID99. EG1287 EG1287; North East Units Estimated Accuracy EG1287;SPC MS E - 533,740. 230,920. MT (+/- 180 meters Scaled) EG1287 EG1287 SUPERSEDED SURVEY CONTROL EG1287 EG1287 NGVD 29 - 111.05 (m) 364.3 (f) RESET 3 EG1287 EG1287.Superseded values are not recommended for survey control. EG1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1287.See file dsdata.txt to determine how the superseded data were derived. EG1287 EG1287_MARKER: DB = BENCH MARK DISK EG1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1287_STAMPING: F 31 1934 RESET 1977 EG1287_PROJECTION: PROJECTING 15 CENTIMETERS EG1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1287+STABILITY: SURFACE MOTION EG1287 EG1287 HISTORY - Date Condition Report By EG1287 HISTORY - 1977 MONUMENTED NGS EG1287 EG1287 STATION DESCRIPTION EG1287 EG1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 EG1287'5.1 MI SW FROM OXFORD. EG1287'0.1 MILE SOUTH ALONG LAMAR STREET FROM THE COURTHOUSE IN OXFORD, EG1287'THENCE 0.6 MILE WEST ALONG UNIVERSITY AVE., THENCE 3.6 MILES SOUTHWEST EG1287'ALONG TAYLOR RD. TO A FORK, THENCE 1.8 MILES ON THE RIGHT FORK TO EG1287'HOUSE AND MARK ON LEFT, 53.5 FT. WEST OF THE WEST CORNER OF HOUSE, EG1287'42 FT. SOUTH-SOUTHEAST OF THE CENTER OF ROAD, 11.5 FT. SOUTH OF POWER EG1287'POLE WITH TRANSFORMER AND 1.0 FT. EAST OF A METAL GATE POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG0935 *********************************************************************** EG0935 DESIGNATION - R 31 RESET EG0935 PID - EG0935 EG0935 STATE/COUNTY- MS/LAFAYETTE EG0935 USGS QUAD - MALONE (1982) EG0935 EG0935 *CURRENT SURVEY CONTROL EG0935 ___________________________________________________________________ EG0935* NAD 83(1986)- 34 32 33. (N) 089 29 30. (W) SCALED EG0935* NAVD 88 - 86.48 (meters) 283.7 (feet) RESET EG0935 ___________________________________________________________________ EG0935 GEOID HEIGHT- -26.92 (meters) GEOID99 EG0935 EG0935 VERT ORDER - THIRD EG0935 EG0935.The horizontal coordinates were scaled from a topographic map and have EG0935.an estimated accuracy of +/- 6 seconds. EG0935 EG0935.The orthometric height was computed from unverified reset data. EG0935.No vertical observational check was made to the station. EG0935 EG0935.The geoid height was determined by GEOID99. EG0935 EG0935; North East Units Estimated Accuracy EG0935;SPC MS E - 559,320. 239,570. MT (+/- 180 meters Scaled) EG0935 EG0935 SUPERSEDED SURVEY CONTROL EG0935 EG0935 NGVD 29 - 86.46 (m) 283.7 (f) RESET 3 EG0935 EG0935.Superseded values are not recommended for survey control. EG0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0935.See file dsdata.txt to determine how the superseded data were derived. EG0935 EG0935_MARKER: DD = SURVEY DISK EG0935_SETTING: 36 = PIER EG0935_STAMPING: R 31 RESET 1940 EG0935_MARK LOGO: CGS EG0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EG0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG0935+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2000 EG0935 EG0935 HISTORY - Date Condition Report By EG0935 HISTORY - 1940 MONUMENTED USE EG0935 HISTORY - 1943 GOOD CGS EG0935 HISTORY - 1977 GOOD MSHD EG0935 HISTORY - 20000823 GOOD NGS EG0935 EG0935 STATION DESCRIPTION EG0935 EG0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 EG0935'2.9 MI NE FROM ABBEVILLE. EG0935'ABOUT 2.9 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM EG0935'ABBEVILLE, LAFAYETTE COUNTY, MISSISSIPPI, 4 TELEPHONE POLES NORTH OF EG0935'MILEPOST C 559, AT SOUTH END OF STEEL BRIDGE ACROSS LITTLE EG0935'TALLAHATCHIE RIVER, ON TOP OF SOUTH CONCRETE PIER, 20 FEET FROM EG0935'SOUTHWEST CORNER, 13 FEET WEST OF CENTER LINE OF RAILROAD, 64 FEET EG0935'WEST OF R 31 1934, APPROXIMATELY 40 FEET EAST OF CENTER LINE OF EG0935'RELOCATED MISSISSIPPI STATE HIGHWAY NO. 7 AND APPROXIMATELY 54 FEET EG0935'SOUTH OF THE LITTLE TALLAHATCHIE RIVER. EG0935 EG0935 STATION RECOVERY (1977) EG0935 EG0935'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 EG0935'THE MARK IS LOCATED 12.3 MILES NORTH OF OXFORD, 15.7 MILES SOUTH OF EG0935'HOLLY SPRINGS, 2.7 MILES NORTH OF ABBEVILLE IN THE SOUTHEAST 1/4 OF EG0935'SECTION 22, T 6S, R 3W. IT IS 10.5 FEET WEST OF THE WEST RAIL, 1.85 EG0935'FEET NORTH OF THE SOUTH EDGE OF THE PIER, 2 FEET EAST OF THE WEST END EG0935'OF THE PIER SET IN A DRILL HOLE IN THE WEST END OF THE SOUTH CONCRETE EG0935'PIER OF THE I.C.R.R. STEEL BRIDGE OVER THE LITTLE TALLAHATCHIE RIVER EG0935'AND IS ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE TRACK. TO REACH FROM EG0935'THE JUNCTION OF STATE HIGHWAY 7 AND STATE HIGHWAY 30 1.6 MILES NORTH EG0935'OF OXFORD GO NORTH ON STATE HIGHWAY 7 FOR 8.85 MILES TO THE CROSSROAD EG0935'AT ABBEVILLE. CONTINUE NORTH ON STATE HIGHWAY 7 FOR 3.15 MILES TO THE EG0935'BRIDGE AND THE MARK ON THE RIGHT. EG0935 EG0935 STATION RECOVERY (2000) EG0935 EG0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 EG0935'MARK IS TOO DANGEROUS TO USE, AS IT'S ON A BRIDGE CARRYING AN ACTIVE EG0935'RR TRACK WITH NO SEPARATE PEDESTRIAN WALK WAY.