1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0709 *********************************************************************** DK0709 DESIGNATION - 61 V 204 MSHD DK0709 PID - DK0709 DK0709 STATE/COUNTY- MS/BOLIVAR DK0709 USGS QUAD - SHELBY (1969) DK0709 DK0709 *CURRENT SURVEY CONTROL DK0709 ___________________________________________________________________ DK0709* NAD 83(1986)- 33 58 02. (N) 090 45 59. (W) SCALED DK0709* NAVD 88 - 46.846 (meters) 153.69 (feet) ADJUSTED DK0709 ___________________________________________________________________ DK0709 GEOID HEIGHT- -26.41 (meters) GEOID99 DK0709 DYNAMIC HT - 46.799 (meters) 153.54 (feet) COMP DK0709 MODELED GRAV- 979,638.5 (mgal) NAVD 88 DK0709 DK0709 VERT ORDER - SECOND CLASS II DK0709 DK0709.The horizontal coordinates were scaled from a topographic map and have DK0709.an estimated accuracy of +/- 6 seconds. DK0709 DK0709.The orthometric height was determined by differential leveling DK0709.and adjusted by the National Geodetic Survey in June 1991. DK0709 DK0709.The geoid height was determined by GEOID99. DK0709 DK0709.The dynamic height is computed by dividing the NAVD 88 DK0709.geopotential number by the normal gravity value computed on the DK0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0709.degrees latitude (g = 980.6199 gals.). DK0709 DK0709.The modeled gravity was interpolated from observed gravity values. DK0709 DK0709; North East Units Estimated Accuracy DK0709;SPC MS W - 495,400. 659,980. MT (+/- 180 meters Scaled) DK0709 DK0709 SUPERSEDED SURVEY CONTROL DK0709 DK0709 NGVD 29 - 46.924 (m) 153.95 (f) ADJUSTED 2 2 DK0709 DK0709.Superseded values are not recommended for survey control. DK0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0709.See file dsdata.txt to determine how the superseded data were derived. DK0709 DK0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT063607(NAD 83) DK0709_MARKER: DD = SURVEY DISK DK0709_SETTING: 30 = CULVERT DK0709_STAMPING: BM 61V 204 1974 DK0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0709+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0709 DK0709 HISTORY - Date Condition Report By DK0709 HISTORY - 1974 MONUMENTED MSHD DK0709 HISTORY - 20030716 GOOD USACE DK0709 DK0709 STATION DESCRIPTION DK0709 DK0709'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 DK0709'1.1 MI N FROM SHELBY. DK0709'THE MARK IS LOCATED 1.1 MILES NORTH OF SHELBY IN THE SOUTHWEST END OF DK0709'THE NORTHWEST HEADWALL OF A 3 X 2 FOOT CONCRETE BOX CULVERT IN THE DK0709'SOUTHEAST CORNER OF SECTION 1, T 24N, R 6W. IT IS 23.4 FEET WEST OF DK0709'THE CENTER OF HIGHWAY 61, 224 FEET NORTH OF THE CENTER OF A GRAVELED DK0709'ROAD, 79 FEET NORTH OF THE SHELBY CORP. LIMIT SIGN, 1 FOOT NORTH OF A DK0709'METAL WITNESS POST SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST DK0709'HEADWALL OF A 3 X 2 FOOT BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE DK0709'LEVEL OF THE HIGHWAY. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32 DK0709'AND U.S. HIGHWAY 61 IN SHELBY GO NORTH ON U.S. HIGHWAY 61 FOR 1.05 DK0709'MILES TO A CROSSROAD. CONTINUE NORTH ON U.S. HIGHWAY 61 FOR ABOUT 200 DK0709'FEET TO THE MARK ON THE LEFT. DK0709 DK0709 STATION RECOVERY (2003) DK0709 DK0709'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0709'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0712 *********************************************************************** DK0712 DESIGNATION - 61 V 205 MSHD DK0712 PID - DK0712 DK0712 STATE/COUNTY- MS/BOLIVAR DK0712 USGS QUAD - SHELBY (1969) DK0712 DK0712 *CURRENT SURVEY CONTROL DK0712 ___________________________________________________________________ DK0712* NAD 83(1986)- 33 58 58. (N) 090 45 35. (W) SCALED DK0712* NAVD 88 - 47.272 (meters) 155.09 (feet) ADJUSTED DK0712 ___________________________________________________________________ DK0712 GEOID HEIGHT- -26.41 (meters) GEOID99 DK0712 DYNAMIC HT - 47.225 (meters) 154.94 (feet) COMP DK0712 MODELED GRAV- 979,639.9 (mgal) NAVD 88 DK0712 DK0712 VERT ORDER - SECOND CLASS II DK0712 DK0712.The horizontal coordinates were scaled from a topographic map and have DK0712.an estimated accuracy of +/- 6 seconds. DK0712 DK0712.The orthometric height was determined by differential leveling DK0712.and adjusted by the National Geodetic Survey in June 1991. DK0712 DK0712.The geoid height was determined by GEOID99. DK0712 DK0712.The dynamic height is computed by dividing the NAVD 88 DK0712.geopotential number by the normal gravity value computed on the DK0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0712.degrees latitude (g = 980.6199 gals.). DK0712 DK0712.The modeled gravity was interpolated from observed gravity values. DK0712 DK0712; North East Units Estimated Accuracy DK0712;SPC MS W - 497,120. 660,600. MT (+/- 180 meters Scaled) DK0712 DK0712 SUPERSEDED SURVEY CONTROL DK0712 DK0712 NGVD 29 - 47.355 (m) 155.36 (f) ADJUSTED 2 2 DK0712 DK0712.Superseded values are not recommended for survey control. DK0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0712.See file dsdata.txt to determine how the superseded data were derived. DK0712 DK0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT069625(NAD 83) DK0712_MARKER: DD = SURVEY DISK DK0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0712_STAMPING: BM 61V 205 1974 DK0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0712+STABILITY: SURFACE MOTION DK0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0712+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK0712 DK0712 HISTORY - Date Condition Report By DK0712 HISTORY - 1974 MONUMENTED MSHD DK0712 HISTORY - 20030714 GOOD USACE DK0712 DK0712 STATION DESCRIPTION DK0712 DK0712'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 DK0712'2.3 MI NNE FROM SHELBY. DK0712'THE MARK IS LOCATED 2.3 MILES NORTH-NORTHEAST OF SHELBY AT THE DK0712'SOUTHWEST CORNER OF A CYCLONE FENCE AROUND A POWER SUB-STATION, 1.7 DK0712'MILES SOUTH OF THE COMMUNITY OF HUSHPUCKENA, 1.15 MILES NORTH OF A DK0712'CROSSROAD IN THE NORTHWEST 1/4 OF SECTION 6, T 24N, R 5W. IT IS 189 DK0712'FEET EAST OF THE CENTER OF HIGHWAY 61, 111 FEET NORTH OF THE CENTER OF DK0712'THE ENTRANCE TO THE SUB-STATION, 106.5 FEET SOUTHEAST OF A POWER POLE DK0712'WITH A GUY WIRE, 2 FEET WEST OF THE SOUTHWEST CORNER OF THE CYCLONE DK0712'FENCE AROUND THE SUB-STATION, 2 FEET WEST-SOUTHWEST OF A METAL WITNESS DK0712'POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 2 FEET BELOW THE DK0712'LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. TO REACH FROM THE DK0712'JUNCTION OF U.S. 61 AND MISS. HIGHWAY 32 IN SHELBY GO NORTH ON U.S. 61 DK0712'FOR 2.3 MILES TO MISSISSIPPI POWER AND LIGHT SUB-STATION MARK ON THE DK0712'RIGHT. DK0712 DK0712 STATION RECOVERY (2003) DK0712 DK0712'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0712'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0713 *********************************************************************** DK0713 DESIGNATION - 61 V 206 MSHD DK0713 PID - DK0713 DK0713 STATE/COUNTY- MS/BOLIVAR DK0713 USGS QUAD - SHELBY (1969) DK0713 DK0713 *CURRENT SURVEY CONTROL DK0713 ___________________________________________________________________ DK0713* NAD 83(1986)- 33 59 40. (N) 090 45 20. (W) SCALED DK0713* NAVD 88 - 47.519 (meters) 155.90 (feet) ADJUSTED DK0713 ___________________________________________________________________ DK0713 GEOID HEIGHT- -26.41 (meters) GEOID99 DK0713 DYNAMIC HT - 47.471 (meters) 155.74 (feet) COMP DK0713 MODELED GRAV- 979,640.8 (mgal) NAVD 88 DK0713 DK0713 VERT ORDER - SECOND CLASS II DK0713 DK0713.The horizontal coordinates were scaled from a topographic map and have DK0713.an estimated accuracy of +/- 6 seconds. DK0713 DK0713.The orthometric height was determined by differential leveling DK0713.and adjusted by the National Geodetic Survey in June 1991. DK0713 DK0713.The geoid height was determined by GEOID99. DK0713 DK0713.The dynamic height is computed by dividing the NAVD 88 DK0713.geopotential number by the normal gravity value computed on the DK0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0713.degrees latitude (g = 980.6199 gals.). DK0713 DK0713.The modeled gravity was interpolated from observed gravity values. DK0713 DK0713; North East Units Estimated Accuracy DK0713;SPC MS W - 498,410. 660,990. MT (+/- 180 meters Scaled) DK0713 DK0713 SUPERSEDED SURVEY CONTROL DK0713 DK0713 NGVD 29 - 47.606 (m) 156.19 (f) ADJUSTED 2 2 DK0713 DK0713.Superseded values are not recommended for survey control. DK0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0713.See file dsdata.txt to determine how the superseded data were derived. DK0713 DK0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT073638(NAD 83) DK0713_MARKER: DD = SURVEY DISK DK0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0713_STAMPING: BM 61 V 206 1974 DK0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0713+STABILITY: SURFACE MOTION DK0713 DK0713 HISTORY - Date Condition Report By DK0713 HISTORY - 1974 MONUMENTED MSHD DK0713 HISTORY - 20030714 MARK NOT FOUND USACE DK0713 DK0713 STATION DESCRIPTION DK0713 DK0713'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 DK0713'3.1 MI N FROM SHELBY. DK0713'THE MARK IS LOCATED 3.1 MILES NORTH OF SHELBY IN THE NORTHWEST ANGLE DK0713'OF THE CROSSING OF THE I.C.R.R. TRACK WITH A PRIVATE ROAD, 1 MILE DK0713'SOUTH OF THE COMMUNITY OF HUSHPUCKENA IN THE SOUTHWEST 1/4 OF SECTION DK0713'31, T 25N, R 5W. IT IS 203 FEET WEST OF THE CENTER OF HIGHWAY 61, DK0713'21.5 FEET WEST OF THE WEST RAIL, 38 FEET NORTH OF THE CENTER OF A DK0713'GRAVELED ROAD, 53 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 49 DK0713'FEET NORTHEAST OF A RAILROAD STOP SIGN, 1.5 FEET NORTH OF POLE NO. DK0713'4055, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND DK0713'CONCRETE POST ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH DK0713'WITH THE GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32 AND DK0713'U.S. HIGHWAY 61 1/2 BLOCK WEST OF THE POST OFFICE IN SHELBY GO NORTH DK0713'ON U.S. HIGHWAY 61 FOR 3.25 MILES TO A SIDE ROAD LEFT. TURN LEFT AND DK0713'GO WEST ON A GRAVELED ROAD FOR ABOUT 200 FEET TO THE MARK ON THE RIGHT DK0713'JUST BEYOND A RAILROAD CROSSING. DK0713 DK0713 STATION RECOVERY (2003) DK0713 DK0713'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0713'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0601 *********************************************************************** DK0601 DESIGNATION - A 199 DK0601 PID - DK0601 DK0601 STATE/COUNTY- MS/BOLIVAR DK0601 USGS QUAD - PACE (1969) DK0601 DK0601 *CURRENT SURVEY CONTROL DK0601 ___________________________________________________________________ DK0601* NAD 83(1986)- 33 46 19. (N) 090 48 54. (W) SCALED DK0601* NAVD 88 - 41.459 (meters) 136.02 (feet) ADJUSTED DK0601 ___________________________________________________________________ DK0601 GEOID HEIGHT- -26.45 (meters) GEOID99 DK0601 DYNAMIC HT - 41.417 (meters) 135.88 (feet) COMP DK0601 MODELED GRAV- 979,616.9 (mgal) NAVD 88 DK0601 DK0601 VERT ORDER - SECOND CLASS 0 DK0601 DK0601.The horizontal coordinates were scaled from a topographic map and have DK0601.an estimated accuracy of +/- 6 seconds. DK0601 DK0601.The orthometric height was determined by differential leveling DK0601.and adjusted by the National Geodetic Survey in June 1991. DK0601 DK0601.The geoid height was determined by GEOID99. DK0601 DK0601.The dynamic height is computed by dividing the NAVD 88 DK0601.geopotential number by the normal gravity value computed on the DK0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0601.degrees latitude (g = 980.6199 gals.). DK0601 DK0601.The modeled gravity was interpolated from observed gravity values. DK0601 DK0601; North East Units Estimated Accuracy DK0601;SPC MS W - 473,760. 655,390. MT (+/- 180 meters Scaled) DK0601 DK0601 SUPERSEDED SURVEY CONTROL DK0601 DK0601 NGVD 29 - 41.572 (m) 136.39 (f) ADJUSTED 2 0 DK0601 DK0601.Superseded values are not recommended for survey control. DK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0601.See file dsdata.txt to determine how the superseded data were derived. DK0601 DK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT023390(NAD 83) DK0601_MARKER: DB = BENCH MARK DISK DK0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0601_STAMPING: A 199 1957 DK0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0601+STABILITY: SURFACE MOTION DK0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0601+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DK0601 DK0601 HISTORY - Date Condition Report By DK0601 HISTORY - 1957 MONUMENTED CGS DK0601 HISTORY - 1973 GOOD MSHD DK0601 HISTORY - 20030715 GOOD USACE DK0601 DK0601 STATION DESCRIPTION DK0601 DK0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0601'3.55 MI E FROM PACE. DK0601'ABOUT 1.2 MILES EAST ALONG STREETS FROM THE SCHOOL AT PACE, THENCE DK0601'2.35 MILES EAST ALONG STATE HIGHWAY 8, IN SECTION 10, T 22 N, R 6 W, DK0601'AT THE JUNCTION OF A GRAVEL ROAD SOUTH, 67 1/2 FEET SOUTH-SOUTHWEST OF DK0601'CENTER LINE OF HIGHWAY, 92 FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION DK0601'OF HIGHWAY AND ROAD SOUTH, 25 FEET EAST OF CENTER LINE OF ROAD SOUTH, DK0601'71 FEET NORTH OF A POWER POLE, 9 FEET SOUTH OF A FENCE CORNER, 1 FOOT DK0601'WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, DK0601'ABOUT 3 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE DK0601'POST PROJECTING 4 INCHES. DK0601 DK0601 STATION RECOVERY (1973) DK0601 DK0601'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0601'THE MARK IS LOCATED 5.8 MILES WNW OF CLEVELAND, 2.8 MILES SE OF PACE, DK0601'4.8 MILES NNW OF THE BAYOU ACADEMY AT SKENE IN THE SE ANGLE OF A DK0601'JUNCTION IN THE NW 1/4 OF SECTION 10, T 22N, R 6W. IT IS 68 FEET SSW DK0601'OF THE CENTER OF HIGHWAY 8, 26 FEET EAST OF THE CENTER OF A GRAVELED DK0601'ROAD, 94 FEET SE OF THE CENTER OF THE JUNCTION, 71 FEET NORTH OF A DK0601'POWER POLE WITH A GUY WIRE, 156 FEET WEST OF ANOTHER POWER POLE, 16 DK0601'FEET SOUTH OF A TELEPHONE CABLE WARNING SIGN POST, 1 FOOT EAST OF A DK0601'METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER DK0601'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 2 INCHES. TO DK0601'REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 61 IN DK0601'CLEVELAND GO WEST ON STATE HIGHWAY 8 THROUGH CLEVELAND FOR 4.9 MILES DK0601'TO A CROSSROAD. CONTINUE NW ON STATE HIGHWAY 8 FOR 1.1 MILES TO A DK0601'SIDE ROAD AND THE MARK ON THE LEFT. DK0601 DK0601 STATION RECOVERY (2003) DK0601 DK0601'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0601'MARK IS ON SLOPE OF DITCH, WITH SLIGHT LEAN. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK2155 *********************************************************************** DK2155 DESIGNATION - A 360 DK2155 PID - DK2155 DK2155 STATE/COUNTY- MS/BOLIVAR DK2155 USGS QUAD - ROSEDALE (1972) DK2155 DK2155 *CURRENT SURVEY CONTROL DK2155 ___________________________________________________________________ DK2155* NAD 83(1986)- 33 49 57. (N) 091 01 10. (W) SCALED DK2155* NAVD 88 - 44.284 (meters) 145.29 (feet) ADJUSTED DK2155 ___________________________________________________________________ DK2155 GEOID HEIGHT- -26.45 (meters) GEOID99 DK2155 DYNAMIC HT - 44.239 (meters) 145.14 (feet) COMP DK2155 MODELED GRAV- 979,619.7 (mgal) NAVD 88 DK2155 DK2155 VERT ORDER - FIRST CLASS II DK2155 DK2155.The horizontal coordinates were scaled from a topographic map and have DK2155.an estimated accuracy of +/- 6 seconds. DK2155 DK2155.The orthometric height was determined by differential leveling DK2155.and adjusted by the National Geodetic Survey in July 1994. DK2155 DK2155.The geoid height was determined by GEOID99. DK2155 DK2155.The dynamic height is computed by dividing the NAVD 88 DK2155.geopotential number by the normal gravity value computed on the DK2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK2155.degrees latitude (g = 980.6199 gals.). DK2155 DK2155.The modeled gravity was interpolated from observed gravity values. DK2155 DK2155; North East Units Estimated Accuracy DK2155;SPC MS W - 480,580. 636,490. MT (+/- 180 meters Scaled) DK2155 DK2155 SUPERSEDED SURVEY CONTROL DK2155 DK2155.No superseded survey control is available for this station. DK2155 DK2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT832453(NAD 83) DK2155_MARKER: I = METAL ROD DK2155_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DK2155_STAMPING: A 360 1991 DK2155_MARK LOGO: NGS DK2155_PROJECTION: FLUSH DK2155_MAGNETIC: I = MARKER IS A STEEL ROD DK2155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DK2155+STABILITY: POSITION/ELEVATION WELL DK2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK2155+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK2155_ROD/PIPE-DEPTH: 21.5 meters DK2155_SLEEVE-DEPTH : 6.6 meters DK2155 DK2155 HISTORY - Date Condition Report By DK2155 HISTORY - 1991 MONUMENTED NGS DK2155 HISTORY - 20030716 GOOD USACE DK2155 DK2155 STATION DESCRIPTION DK2155 DK2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 DK2155'1.8 KM (1.10 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF DK2155'STATE HIGHWAY 8 IN ROSEDALE, 53.6 M (175.9 FT) NORTHWEST OF THE DK2155'CENTER OF A PAVED ROAD, 33.0 M (108.3 FT) SOUTHWEST OF THE CENTER OF DK2155'THE HIGHWAY, 19.2 M (63.0 FT) EAST OF THE NEAR RAIL OF AN ILLINOIS DK2155'CENTRAL SPUR TRACK, 6.8 M (22.3 FT) NORTH OF A UTILITY POLE, 1.5 M DK2155'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.2 M (3.9 FT) SOUTHWEST DK2155'OF THE SOUTHWEST LEG OF A SIGN (PORT ROSEDALE). NOTE--ACCESS TO THE DK2155'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. DK2155 DK2155 STATION RECOVERY (2003) DK2155 DK2155'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK2155'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0604 *********************************************************************** DK0604 DESIGNATION - B 199 DK0604 PID - DK0604 DK0604 STATE/COUNTY- MS/BOLIVAR DK0604 USGS QUAD - PACE (1969) DK0604 DK0604 *CURRENT SURVEY CONTROL DK0604 ___________________________________________________________________ DK0604* NAD 83(1986)- 33 45 52. (N) 090 47 52. (W) SCALED DK0604* NAVD 88 - 41.244 (meters) 135.31 (feet) ADJUSTED DK0604 ___________________________________________________________________ DK0604 GEOID HEIGHT- -26.45 (meters) GEOID99 DK0604 DYNAMIC HT - 41.201 (meters) 135.17 (feet) COMP DK0604 MODELED GRAV- 979,616.7 (mgal) NAVD 88 DK0604 DK0604 VERT ORDER - SECOND CLASS 0 DK0604 DK0604.The horizontal coordinates were scaled from a topographic map and have DK0604.an estimated accuracy of +/- 6 seconds. DK0604 DK0604.The orthometric height was determined by differential leveling DK0604.and adjusted by the National Geodetic Survey in June 1991. DK0604 DK0604.The geoid height was determined by GEOID99. DK0604 DK0604.The dynamic height is computed by dividing the NAVD 88 DK0604.geopotential number by the normal gravity value computed on the DK0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0604.degrees latitude (g = 980.6199 gals.). DK0604 DK0604.The modeled gravity was interpolated from observed gravity values. DK0604 DK0604; North East Units Estimated Accuracy DK0604;SPC MS W - 472,920. 656,980. MT (+/- 180 meters Scaled) DK0604 DK0604 SUPERSEDED SURVEY CONTROL DK0604 DK0604 NGVD 29 - 41.358 (m) 135.69 (f) ADJUSTED 2 0 DK0604 DK0604.Superseded values are not recommended for survey control. DK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0604.See file dsdata.txt to determine how the superseded data were derived. DK0604 DK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT039382(NAD 83) DK0604_MARKER: DB = BENCH MARK DISK DK0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0604_STAMPING: B 199 1957 DK0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0604+STABILITY: SURFACE MOTION DK0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0604+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DK0604 DK0604 HISTORY - Date Condition Report By DK0604 HISTORY - 1957 MONUMENTED CGS DK0604 HISTORY - 1973 GOOD MSHD DK0604 HISTORY - 20030715 GOOD USACE DK0604 DK0604 STATION DESCRIPTION DK0604 DK0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0604'4.2 MI N FROM SKENE. DK0604'ABOUT 4.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AND JUNCTION DK0604'OF STATE HIGHWAY 146 AT SKENE, IN SECTION 10, T 22 N, R 6 W, AT THE DK0604'INTERSECTION OF STATE HIGHWAY 8, ABOUT 0.3 MILE EAST ALONG HIGHWAY 8 DK0604'FROM ENTRANCE TO BOLIVAR COUNTY FARM, 50 1/2 FEET NORTH-NORTHEAST OF DK0604'CENTER LINE OF HIGHWAY 8, 76 FEET NORTHWEST OF CENTER OF CROSSROADS, DK0604'35 FEET WEST OF CENTER LINE OF NORTH-SOUTH GRAVEL ROAD, 64 FEET DK0604'WEST-NORTHWEST AND ACROSS ROAD NORTH FROM POWER POLE NO. 3, 2 FEET DK0604'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF DK0604'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. DK0604 DK0604 STATION RECOVERY (1973) DK0604 DK0604'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0604'THE MARK IS LOCATED 4.8 MILES WNW OF CLEVELAND IN THE NW ANGLE OF A DK0604'CROSSROAD, 6 MILES NW OF BOYLE, 4.3 MILES NORTH OF THE BAYOU ACADEMY DK0604'AT SKENE IN THE SE 1/4 OF SECTION 10, T 22N, R 6W. IT IS 51 FEET NNE DK0604'OF THE CENTER OF HIGHWAY 8, 35 FEET WEST OF THE CENTER OF A GRAVELED DK0604'ROAD, 79 FEET NW OF THE CENTER OF THE CROSSROAD, 65 FEET WEST OF A DK0604'POWER POLE WITH A TRANSFORMER AND GUY WIRE, 113.5 FEET SW OF THE SW DK0604'CORNER OF AN ASBESTOS SIDING STORE, 3 FEET WEST OF A 9 INCH TWIN DK0604'CHINABERRY, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A DK0604'12 INCH CONCRETE CYLINDER ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY DK0604'AND IS FLUSH WITH THE GROUND. TO REACH FROM THE INTERSECTION OF U.S. DK0604'HIGHWAY 61 AND STATE HWY. 8 IN CLEVELAND GO WEST ON STATE HIGHWAY 8 DK0604'THROUGH CLEVELAND FOR 4.5 MILES TO A CROSSROAD AND THE MARK ON THE DK0604'RIGHT. DK0604 DK0604 STATION RECOVERY (2003) DK0604 DK0604'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0604'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK2156 *********************************************************************** DK2156 DESIGNATION - B 360 DK2156 PID - DK2156 DK2156 STATE/COUNTY- MS/BOLIVAR DK2156 USGS QUAD - ROSEDALE (1972) DK2156 DK2156 *CURRENT SURVEY CONTROL DK2156 ___________________________________________________________________ DK2156* NAD 83(1986)- 33 49 16. (N) 091 00 03. (W) SCALED DK2156* NAVD 88 - 44.789 (meters) 146.95 (feet) ADJUSTED DK2156 ___________________________________________________________________ DK2156 GEOID HEIGHT- -26.45 (meters) GEOID99 DK2156 DYNAMIC HT - 44.743 (meters) 146.79 (feet) COMP DK2156 MODELED GRAV- 979,618.4 (mgal) NAVD 88 DK2156 DK2156 VERT ORDER - FIRST CLASS II DK2156 DK2156.The horizontal coordinates were scaled from a topographic map and have DK2156.an estimated accuracy of +/- 6 seconds. DK2156 DK2156.The orthometric height was determined by differential leveling DK2156.and adjusted by the National Geodetic Survey in July 1994. DK2156 DK2156.The geoid height was determined by GEOID99. DK2156 DK2156.The dynamic height is computed by dividing the NAVD 88 DK2156.geopotential number by the normal gravity value computed on the DK2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK2156.degrees latitude (g = 980.6199 gals.). DK2156 DK2156.The modeled gravity was interpolated from observed gravity values. DK2156 DK2156; North East Units Estimated Accuracy DK2156;SPC MS W - 479,310. 638,210. MT (+/- 180 meters Scaled) DK2156 DK2156 SUPERSEDED SURVEY CONTROL DK2156 DK2156.No superseded survey control is available for this station. DK2156 DK2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT850441(NAD 83) DK2156_MARKER: I = METAL ROD DK2156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DK2156_STAMPING: B 360 1991 DK2156_MARK LOGO: NGS DK2156_PROJECTION: FLUSH DK2156_MAGNETIC: I = MARKER IS A STEEL ROD DK2156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DK2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK2156+SATELLITE: SATELLITE OBSERVATIONS - 1991 DK2156_ROD/PIPE-DEPTH: 18.2 meters DK2156 DK2156 HISTORY - Date Condition Report By DK2156 HISTORY - 1991 MONUMENTED NGS DK2156 HISTORY - 20030716 MARK NOT FOUND USACE DK2156 DK2156 STATION DESCRIPTION DK2156 DK2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 DK2156'3.8 KM (2.35 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF DK2156'STATE HIGHWAY 8 IN ROSEDALE, 18.9 M (62.0 FT) EAST OF THE CENTER OF A DK2156'GRAVELED ROAD, 16.6 M (54.5 FT) SOUTHWEST OF THE CENTERLINE OF THE DK2156'HIGHWAY, 1.9 M (6.2 FT) WEST OF A UTILITY POLE WITH A GUY CABLE, 0.4 DK2156'M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) DK2156'NORTHEAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS DK2156'THROUGH A 5-INCH LOGO CAP. DK2156 DK2156 STATION RECOVERY (2003) DK2156 DK2156'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK2156'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK2157 *********************************************************************** DK2157 DESIGNATION - C 360 DK2157 PID - DK2157 DK2157 STATE/COUNTY- MS/BOLIVAR DK2157 USGS QUAD - BEULAH (1969) DK2157 DK2157 *CURRENT SURVEY CONTROL DK2157 ___________________________________________________________________ DK2157* NAD 83(1986)- 33 48 18. (N) 090 58 49. (W) SCALED DK2157* NAVD 88 - 45.185 (meters) 148.24 (feet) ADJUSTED DK2157 ___________________________________________________________________ DK2157 GEOID HEIGHT- -26.46 (meters) GEOID99 DK2157 DYNAMIC HT - 45.139 (meters) 148.09 (feet) COMP DK2157 MODELED GRAV- 979,616.5 (mgal) NAVD 88 DK2157 DK2157 VERT ORDER - FIRST CLASS II DK2157 DK2157.The horizontal coordinates were scaled from a topographic map and have DK2157.an estimated accuracy of +/- 6 seconds. DK2157 DK2157.The orthometric height was determined by differential leveling DK2157.and adjusted by the National Geodetic Survey in July 1994. DK2157 DK2157.The geoid height was determined by GEOID99. DK2157 DK2157.The dynamic height is computed by dividing the NAVD 88 DK2157.geopotential number by the normal gravity value computed on the DK2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK2157.degrees latitude (g = 980.6199 gals.). DK2157 DK2157.The modeled gravity was interpolated from observed gravity values. DK2157 DK2157; North East Units Estimated Accuracy DK2157;SPC MS W - 477,510. 640,100. MT (+/- 180 meters Scaled) DK2157 DK2157 SUPERSEDED SURVEY CONTROL DK2157 DK2157.No superseded survey control is available for this station. DK2157 DK2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT869423(NAD 83) DK2157_MARKER: I = METAL ROD DK2157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DK2157_STAMPING: C 360 1991 DK2157_MARK LOGO: NGS DK2157_PROJECTION: FLUSH DK2157_MAGNETIC: I = MARKER IS A STEEL ROD DK2157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DK2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK2157+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK2157_ROD/PIPE-DEPTH: 15.2 meters DK2157 DK2157 HISTORY - Date Condition Report By DK2157 HISTORY - 1991 MONUMENTED NGS DK2157 HISTORY - 20000203 GOOD MSHD DK2157 HISTORY - 20030716 GOOD USACE DK2157 DK2157 STATION DESCRIPTION DK2157 DK2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 DK2157'6.4 KM (3.95 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF DK2157'STATE HIGHWAY 8 IN ROSEDALE, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A DK2157'GRAVELED ROAD, 15.4 M (50.5 FT) WEST OF THE NEAR RAIL OF THE ILLINOIS DK2157'CENTRAL RAILROAD, 7.5 M (24.6 FT) SOUTH OF AND LEVEL WITH THE ROAD DK2157'CENTER, 0.7 M (2.3 FT) NORTH OF A UTILITY POLE, 0.6 M (2.0 FT) EAST DK2157'OF AN UNDERGROUND CABLE JUNCTION BOX, AND 0.3 M (1.0 FT) WEST OF A DK2157'WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH DK2157'LOGO CAP. DK2157 DK2157 STATION RECOVERY (2000) DK2157 DK2157'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 DK2157'RECOVERED IN GOOD CONDITION. DK2157 DK2157 STATION RECOVERY (2003) DK2157 DK2157'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK2157'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0581 *********************************************************************** DK0581 DESIGNATION - D 200 DK0581 PID - DK0581 DK0581 STATE/COUNTY- MS/BOLIVAR DK0581 USGS QUAD - BEULAH (1969) DK0581 DK0581 *CURRENT SURVEY CONTROL DK0581 ___________________________________________________________________ DK0581* NAD 83(1986)- 33 50 54. (N) 090 57 17. (W) SCALED DK0581* NAVD 88 - 44.749 (meters) 146.81 (feet) ADJUSTED DK0581 ___________________________________________________________________ DK0581 GEOID HEIGHT- -26.45 (meters) GEOID99 DK0581 DYNAMIC HT - 44.704 (meters) 146.67 (feet) COMP DK0581 MODELED GRAV- 979,622.0 (mgal) NAVD 88 DK0581 DK0581 VERT ORDER - SECOND CLASS 0 DK0581 DK0581.The horizontal coordinates were scaled from a topographic map and have DK0581.an estimated accuracy of +/- 6 seconds. DK0581 DK0581.The orthometric height was determined by differential leveling DK0581.and adjusted by the National Geodetic Survey in June 1991. DK0581 DK0581.The geoid height was determined by GEOID99. DK0581 DK0581.The dynamic height is computed by dividing the NAVD 88 DK0581.geopotential number by the normal gravity value computed on the DK0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0581.degrees latitude (g = 980.6199 gals.). DK0581 DK0581.The modeled gravity was interpolated from observed gravity values. DK0581 DK0581; North East Units Estimated Accuracy DK0581;SPC MS W - 482,300. 642,490. MT (+/- 180 meters Scaled) DK0581 DK0581 SUPERSEDED SURVEY CONTROL DK0581 DK0581 NGVD 29 - 44.855 (m) 147.16 (f) ADJUSTED 2 0 DK0581 DK0581.Superseded values are not recommended for survey control. DK0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0581.See file dsdata.txt to determine how the superseded data were derived. DK0581 DK0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT892472(NAD 83) DK0581_MARKER: DB = BENCH MARK DISK DK0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0581_STAMPING: D 200 1957 DK0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0581+STABILITY: SURFACE MOTION DK0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0581+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0581 DK0581 HISTORY - Date Condition Report By DK0581 HISTORY - 1957 MONUMENTED CGS DK0581 HISTORY - 1973 GOOD MSHD DK0581 HISTORY - 20030716 GOOD USACE DK0581 DK0581 STATION DESCRIPTION DK0581 DK0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0581'2.1 MI W FROM MALVINA. DK0581'ABOUT 2.1 MILES WEST ALONG A GRAVEL ROAD FROM BRIDGE OVER BOGUE PHALIA DK0581'AT MALVINA, IN SECTION 18, T-23-N, R-8-W, 27 FEET SOUTH OF CENTER LINE DK0581'OF ROAD, 166 FEET EAST-SOUTHEAST OF CENTER OF JUNCTION OF A ROAD DK0581'NORTH, 77 FEET WEST-SOUTHWEST OF CENTER OF JUNCTION OF ROAD SOUTH, 38 DK0581'1/2 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF ST. ANDREWS CHURCH, DK0581'6 1/2 FEET EAST OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE DK0581'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN DK0581'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. DK0581 DK0581 STATION RECOVERY (1973) DK0581 DK0581'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0581'THE MARK IS LOCATED 4.1 MILES EAST OF ROSEDALE IN THE NW CORNER OF DK0581'THE GROUNDS OF THE ST. ANDREWS CHURCH, 2 MILES WEST OF MALVINA IN THE DK0581'SW ANGLE OF THE JUNCTION OF A ROAD LEADING SOUTH WITH AN E-W ROAD, IN DK0581'THE NE CORNER OF SECTION 18, T 23N, R 7W. IT IS 26 FEET SOUTH OF THE DK0581'CENTER OF A BLACK TOP ROAD, 65 FEET WEST OF THE CENTER OF ANOTHER DK0581'BLACK TOP ROAD, 160 FEET EAST OF THE PROJECTED CENTER OF A BLACK TOP DK0581'ROAD LEADING NORTH, 38.5 FEET NNW OF THE NW CORNER OF THE CHURCH, DK0581'14.5 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE CHURCH, DK0581'111 FEET WNW OF A 40 INCH PECAN, 7 FEET NE OF A POWER POLE WITH A GUY DK0581'WIRE, 1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12 DK0581'INCH CONCRETE CYLINDER ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND DK0581'IS FLUSH WITH THE GROUND. TO REACH FROM THE COURTHOUSE IN ROSEDALE GO DK0581'SOUTH ON STATE HIGHWAY 1 FOR 0.6 MILE TO THE JUNCTION OF STATE DK0581'HIGHWAY 8. TURN LEFT AND GO EAST ON HIGHWAY 8 FOR 4.3 MILES TO A SIDE DK0581'ROAD LEFT. TURN LEFT AND GO NORTH ON A BLACK TOP ROAD FOR 1.15 MILES DK0581'TO A T INTERSECTION AND THE CHURCH AND THE MARK ON THE LEFT. DK0581 DK0581 STATION RECOVERY (2003) DK0581 DK0581'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0581'CHURCH NO LONGER EXISTS AT SAID LOCATION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0569 *********************************************************************** DK0569 DESIGNATION - D 242 DK0569 PID - DK0569 DK0569 STATE/COUNTY- MS/BOLIVAR DK0569 USGS QUAD - GUNNISON (1969) DK0569 DK0569 *CURRENT SURVEY CONTROL DK0569 ___________________________________________________________________ DK0569* NAD 83(1986)- 33 54 52. (N) 090 58 28. (W) SCALED DK0569* NAVD 88 - 45.574 (meters) 149.52 (feet) ADJUSTED DK0569 ___________________________________________________________________ DK0569 GEOID HEIGHT- -26.43 (meters) GEOID99 DK0569 DYNAMIC HT - 45.528 (meters) 149.37 (feet) COMP DK0569 MODELED GRAV- 979,629.4 (mgal) NAVD 88 DK0569 DK0569 VERT ORDER - FIRST CLASS I DK0569 DK0569.The horizontal coordinates were scaled from a topographic map and have DK0569.an estimated accuracy of +/- 6 seconds. DK0569 DK0569.The orthometric height was determined by differential leveling DK0569.and adjusted by the National Geodetic Survey in July 1994. DK0569 DK0569.The geoid height was determined by GEOID99. DK0569 DK0569.The dynamic height is computed by dividing the NAVD 88 DK0569.geopotential number by the normal gravity value computed on the DK0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0569.degrees latitude (g = 980.6199 gals.). DK0569 DK0569.The modeled gravity was interpolated from observed gravity values. DK0569 DK0569; North East Units Estimated Accuracy DK0569;SPC MS W - 489,640. 640,710. MT (+/- 180 meters Scaled) DK0569 DK0569 SUPERSEDED SURVEY CONTROL DK0569 DK0569 NGVD 29 - 45.622 (m) 149.68 (f) ADJUSTED 1 1 DK0569 DK0569.Superseded values are not recommended for survey control. DK0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0569.See file dsdata.txt to determine how the superseded data were derived. DK0569 DK0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT872545(NAD 83) DK0569_MARKER: DV = VERTICAL CONTROL DISK DK0569_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DK0569_STAMPING: D 242 1974 DK0569_MARK LOGO: NGS DK0569_PROJECTION: RECESSED 5 CENTIMETERS DK0569_MAGNETIC: I = MARKER IS A STEEL ROD DK0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DK0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0569+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK0569_ROD/PIPE-DEPTH: 14.6 meters DK0569 DK0569 HISTORY - Date Condition Report By DK0569 HISTORY - 1974 MONUMENTED NGS DK0569 HISTORY - 19920124 GOOD NGS DK0569 HISTORY - 20030714 GOOD USACE DK0569 DK0569 STATION DESCRIPTION DK0569 DK0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0569'2.65 MI SW FROM GUNNISON. DK0569'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE GUNNISON DK0569'BAPTIST CHURCH AT GUNNISON, AT THE WAXHAW BAPTIST CHURCH, 189 FEET DK0569'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHWEST OF THE DK0569'WEST CORNER OF THE WHITE SHINGLED CHURCH BUILDING, 22.3 FEET NORTHEAST DK0569'OF THE CENTER LINE OF THE PAVED ROAD LEADING SOUTHEAST, 4.4 FEET DK0569'SOUTHEAST OF AN 18-INCH OAK TREE, 3.1 FEET NORTHWEST OF A POWER POLE DK0569'SUPPORTING A STREET LAMP, 0.5 FOOT BELOW LEVEL OF THE ROAD AND ON TOP DK0569'OF A COPPER COATED STEEL ROD, 0.2 FOOT BELOW LEVEL OF THE GROUND AND DK0569'PROTECTED IN A 4-INCH STEEL PIPE THAT IS FLUSH WITH THE GROUND. THE DK0569'ROD WAS DRIVEN TO A DEPTH OF 48 FEET. SECTION 24, T 24N, R 8W. DK0569 DK0569 STATION RECOVERY (1992) DK0569 DK0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0569'9.5 KM (5.90 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION DK0569'OF STATE HIGHWAY 8 IN ROSEDALE, 56.1 M (184.1 FT) SOUTHEAST OF THE DK0569'HIGHWAY CENTERLINE, 14.6 M (47.9 FT) SOUTHWEST OF THE WEST CORNER OF DK0569'THE WAXHAW BAPTIST CHURCH, 6.5 M (21.3 FT) NORTHEAST OF AND LEVEL DK0569'WITH THE CENTER OF A PAVED ROAD, AND 0.9 M (3.0 FT) NORTHWEST OF A DK0569'UTILITY LIGHT POLE. NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE DK0569'AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. DK0569 DK0569 STATION RECOVERY (2003) DK0569 DK0569'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0569'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0570 *********************************************************************** DK0570 DESIGNATION - E 242 DK0570 PID - DK0570 DK0570 STATE/COUNTY- MS/BOLIVAR DK0570 USGS QUAD - GUNNISON (1969) DK0570 DK0570 *CURRENT SURVEY CONTROL DK0570 ___________________________________________________________________ DK0570* NAD 83(1986)- 33 55 18. (N) 090 58 05. (W) SCALED DK0570* NAVD 88 - 45.571 (meters) 149.51 (feet) ADJUSTED DK0570 ___________________________________________________________________ DK0570 GEOID HEIGHT- -26.43 (meters) GEOID99 DK0570 DYNAMIC HT - 45.525 (meters) 149.36 (feet) COMP DK0570 MODELED GRAV- 979,630.2 (mgal) NAVD 88 DK0570 DK0570 VERT ORDER - FIRST CLASS I DK0570 DK0570.The horizontal coordinates were scaled from a topographic map and have DK0570.an estimated accuracy of +/- 6 seconds. DK0570 DK0570.The orthometric height was determined by differential leveling DK0570.and adjusted by the National Geodetic Survey in July 1994. DK0570 DK0570.The geoid height was determined by GEOID99. DK0570 DK0570.The dynamic height is computed by dividing the NAVD 88 DK0570.geopotential number by the normal gravity value computed on the DK0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0570.degrees latitude (g = 980.6199 gals.). DK0570 DK0570.The modeled gravity was interpolated from observed gravity values. DK0570 DK0570; North East Units Estimated Accuracy DK0570;SPC MS W - 490,440. 641,310. MT (+/- 180 meters Scaled) DK0570 DK0570 SUPERSEDED SURVEY CONTROL DK0570 DK0570 NGVD 29 - 45.652 (m) 149.78 (f) ADJUSTED 1 1 DK0570 DK0570.Superseded values are not recommended for survey control. DK0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0570.See file dsdata.txt to determine how the superseded data were derived. DK0570 DK0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT878553(NAD 83) DK0570_MARKER: DV = VERTICAL CONTROL DISK DK0570_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DK0570+WITH SETTING: INTO GROUND DK0570_STAMPING: E 242 1974 DK0570_MARK LOGO: NGS DK0570_PROJECTION: FLUSH DK0570_MAGNETIC: I = MARKER IS A STEEL ROD DK0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0570+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1992 DK0570_ROD/PIPE-DEPTH: 1.2 meters DK0570 DK0570 HISTORY - Date Condition Report By DK0570 HISTORY - 1974 MONUMENTED NGS DK0570 HISTORY - 19920124 GOOD NGS DK0570 HISTORY - 20030714 MARK NOT FOUND USACE DK0570 DK0570 STATION DESCRIPTION DK0570 DK0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0570'2.05 MI SW FROM GUNNISON. DK0570'ABOUT 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE GUNNISON DK0570'BAPTIST CHURCH AT GUNNISON, AT THE JUNCTION OF A PAVED ROAD LEADING DK0570'SOUTHEAST TO THE CONTINENTAL GINNING COMPANY, 150.8 FEET NORTHEAST OF DK0570'THE CENTER LINE OF THE ROAD, 50.5 FEET SOUTHEAST OF THE CENTER LINE OF DK0570'THE HIGHWAY, 6.3 FEET SOUTHWEST OF A LONE 18-INCH FORKED PECAN TREE, DK0570'0.7 FOOT NORTHEAST OF A METAL WITNESS POST, 4 FEET BELOW LEVEL OF THE DK0570'HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS DK0570'ATTACHED TO A METAL BASE PLATE. THE DISK IS FLUSH WITH THE GROUND AND DK0570'PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.2 FOOT. SECTION 19, T DK0570'24N, R 7W DK0570 DK0570 STATION RECOVERY (1992) DK0570 DK0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0570'10.5 KM (6.50 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE DK0570'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 46.0 M (150.9 FT) NORTHEAST DK0570'OF THE CENTER OF A PAVED ROAD LEADING SOUTHEAST, 15.5 M (50.9 FT) DK0570'SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) SOUTHWEST OF A DK0570'30-INCH FORKED PECAN TREE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE DK0570'HIGHWAY, AND 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST. NOTE--THE DK0570'DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND DK0570'SURFACE. DK0570 DK0570 STATION RECOVERY (2003) DK0570 DK0570'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0570'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0579 *********************************************************************** DK0579 DESIGNATION - F 200 DK0579 PID - DK0579 DK0579 STATE/COUNTY- MS/BOLIVAR DK0579 USGS QUAD - BEULAH (1969) DK0579 DK0579 *CURRENT SURVEY CONTROL DK0579 ___________________________________________________________________ DK0579* NAD 83(1986)- 33 50 39. (N) 090 58 57. (W) SCALED DK0579* NAVD 88 - 44.587 (meters) 146.28 (feet) ADJUSTED DK0579 ___________________________________________________________________ DK0579 GEOID HEIGHT- -26.45 (meters) GEOID99 DK0579 DYNAMIC HT - 44.542 (meters) 146.13 (feet) COMP DK0579 MODELED GRAV- 979,621.2 (mgal) NAVD 88 DK0579 DK0579 VERT ORDER - FIRST CLASS I DK0579 DK0579.The horizontal coordinates were scaled from a topographic map and have DK0579.an estimated accuracy of +/- 6 seconds. DK0579 DK0579.The orthometric height was determined by differential leveling DK0579.and adjusted by the National Geodetic Survey in June 1991. DK0579 DK0579.The geoid height was determined by GEOID99. DK0579 DK0579.The dynamic height is computed by dividing the NAVD 88 DK0579.geopotential number by the normal gravity value computed on the DK0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0579.degrees latitude (g = 980.6199 gals.). DK0579 DK0579.The modeled gravity was interpolated from observed gravity values. DK0579 DK0579; North East Units Estimated Accuracy DK0579;SPC MS W - 481,850. 639,920. MT (+/- 180 meters Scaled) DK0579 DK0579 SUPERSEDED SURVEY CONTROL DK0579 DK0579 NGVD 29 - 44.656 (m) 146.51 (f) ADJUSTED 1 1 DK0579 DK0579.Superseded values are not recommended for survey control. DK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0579.See file dsdata.txt to determine how the superseded data were derived. DK0579 DK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT866467(NAD 83) DK0579_MARKER: DB = BENCH MARK DISK DK0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0579_STAMPING: F 200 1957 DK0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0579+STABILITY: SURFACE MOTION DK0579 DK0579 HISTORY - Date Condition Report By DK0579 HISTORY - 1957 MONUMENTED CGS DK0579 HISTORY - 1974 GOOD NGS DK0579 HISTORY - 20030716 MARK NOT FOUND USACE DK0579 DK0579 STATION DESCRIPTION DK0579 DK0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0579'2.70 MI E FROM ROSEDALE. DK0579'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF STATE DK0579'HIGHWAY 1 AT ROSEDALE, THENCE 0.1 MILE NORTH ALONG A PAVED ROAD, DK0579'THENCE 0.95 MILES EAST ALONG A GRAVEL ROAD TO THE JUNCTION OF A GRAVEL DK0579'ROAD LEADING SOUTHEAST, 86.3 FEET SOUTH OF THE CENTER OF THE JUNCTION, DK0579'67.5 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 24.7 DK0579'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE SOUTHEAST GRAVEL ROAD, DK0579'1 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL DK0579'OF THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 DK0579'FOOT. 1/4, SEC. 13, T 23, R 8W. DK0579 DK0579 STATION RECOVERY (2003) DK0579 DK0579'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0579'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0571 *********************************************************************** DK0571 DESIGNATION - F 242 DK0571 PID - DK0571 DK0571 STATE/COUNTY- MS/BOLIVAR DK0571 USGS QUAD - GUNNISON (1969) DK0571 DK0571 *CURRENT SURVEY CONTROL DK0571 ___________________________________________________________________ DK0571* NAD 83(1986)- 33 55 57. (N) 090 57 24. (W) SCALED DK0571* NAVD 88 - 46.294 (meters) 151.88 (feet) ADJUSTED DK0571 ___________________________________________________________________ DK0571 GEOID HEIGHT- -26.43 (meters) GEOID99 DK0571 DYNAMIC HT - 46.247 (meters) 151.73 (feet) COMP DK0571 MODELED GRAV- 979,631.3 (mgal) NAVD 88 DK0571 DK0571 VERT ORDER - FIRST CLASS I DK0571 DK0571.The horizontal coordinates were scaled from a topographic map and have DK0571.an estimated accuracy of +/- 6 seconds. DK0571 DK0571.The orthometric height was determined by differential leveling DK0571.and adjusted by the National Geodetic Survey in June 1991. DK0571 DK0571.The geoid height was determined by GEOID99. DK0571 DK0571.The dynamic height is computed by dividing the NAVD 88 DK0571.geopotential number by the normal gravity value computed on the DK0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0571.degrees latitude (g = 980.6199 gals.). DK0571 DK0571.The modeled gravity was interpolated from observed gravity values. DK0571 DK0571; North East Units Estimated Accuracy DK0571;SPC MS W - 491,640. 642,370. MT (+/- 180 meters Scaled) DK0571 DK0571 SUPERSEDED SURVEY CONTROL DK0571 DK0571 NGVD 29 - 46.353 (m) 152.08 (f) ADJUSTED 1 1 DK0571 DK0571.Superseded values are not recommended for survey control. DK0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0571.See file dsdata.txt to determine how the superseded data were derived. DK0571 DK0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT888565(NAD 83) DK0571_MARKER: DV = VERTICAL CONTROL DISK DK0571_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DK0571+WITH SETTING: INTO GROUND DK0571_STAMPING: F 242 1974 DK0571_MARK LOGO: NGS DK0571_PROJECTION: PROJECTING 5 CENTIMETERS DK0571_MAGNETIC: I = MARKER IS A STEEL ROD DK0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0571+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK0571_ROD/PIPE-DEPTH: 1.2 meters DK0571 DK0571 HISTORY - Date Condition Report By DK0571 HISTORY - 1974 MONUMENTED NGS DK0571 HISTORY - 19920124 GOOD NGS DK0571 HISTORY - 20030714 GOOD USACE DK0571 DK0571 STATION DESCRIPTION DK0571 DK0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0571'1.05 MI SW FROM GUNNISON. DK0571'ABOUT 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE GUNNISON DK0571'BAPTIST CHURCH AT GUNNISON, AT THE WEST SIDE OF A LARGE OPEN MACHINERY DK0571'SHED, 55.2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5.9 FEET DK0571'SOUTHEAST OF AN UNDERGROUND CABLE MARKER BOX, 5.7 FEET SOUTH OF THE DK0571'WEST CORNER POST FOR THE CHAIN LINK FENCE AROUND THE SHED, 0.6 FOOT DK0571'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND ON DK0571'THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A DK0571'METAL BASE PLATE. THE DISK IS 0.2 FOOT BELOW LEVEL OF THE GROUND AND DK0571'PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND. SECTION 18, DK0571'T 24N, R 7W. DK0571 DK0571 STATION RECOVERY (1992) DK0571 DK0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0571'12.1 KM (7.50 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE DK0571'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 16.9 M (55.4 FT) SOUTH OF DK0571'THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) SOUTH OF A CHAIN-LINK FENCE DK0571'CORNER, 1.4 M (4.6 FT) SOUTHEAST OF AN UNDERGROUND CABLE WARNING SIGN DK0571'AND JUNCTION BOX NUMBER PED 14, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE DK0571'HIGHWAY, 0.6 M (2.0 FT) WEST OF A FENCE, AND 0.2 M (0.7 FT) NORTH OF DK0571'A WITNESS POST. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND DK0571'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. DK0571 DK0571 STATION RECOVERY (2003) DK0571 DK0571'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0571'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0578 *********************************************************************** DK0578 DESIGNATION - G 200 DK0578 PID - DK0578 DK0578 STATE/COUNTY- MS/BOLIVAR DK0578 USGS QUAD - BEULAH (1969) DK0578 DK0578 *CURRENT SURVEY CONTROL DK0578 ___________________________________________________________________ DK0578* NAD 83(1986)- 33 50 30. (N) 090 59 53. (W) SCALED DK0578* NAVD 88 - 45.228 (meters) 148.39 (feet) ADJUSTED DK0578 ___________________________________________________________________ DK0578 GEOID HEIGHT- -26.45 (meters) GEOID99 DK0578 DYNAMIC HT - 45.182 (meters) 148.23 (feet) COMP DK0578 MODELED GRAV- 979,620.8 (mgal) NAVD 88 DK0578 DK0578 VERT ORDER - FIRST CLASS I DK0578 DK0578.The horizontal coordinates were scaled from a topographic map and have DK0578.an estimated accuracy of +/- 6 seconds. DK0578 DK0578.The orthometric height was determined by differential leveling DK0578.and adjusted by the National Geodetic Survey in June 1991. DK0578.WARNING-Repeat measurements at this control monument indicate possible DK0578.vertical movement. DK0578 DK0578.The geoid height was determined by GEOID99. DK0578 DK0578.The dynamic height is computed by dividing the NAVD 88 DK0578.geopotential number by the normal gravity value computed on the DK0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0578.degrees latitude (g = 980.6199 gals.). DK0578 DK0578.The modeled gravity was interpolated from observed gravity values. DK0578 DK0578; North East Units Estimated Accuracy DK0578;SPC MS W - 481,580. 638,480. MT (+/- 180 meters Scaled) DK0578 DK0578 SUPERSEDED SURVEY CONTROL DK0578 DK0578 NGVD 29 - 45.297 (m) 148.61 (f) ADJUSTED 1 1 DK0578 DK0578.Superseded values are not recommended for survey control. DK0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0578.See file dsdata.txt to determine how the superseded data were derived. DK0578 DK0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT852464(NAD 83) DK0578_MARKER: DB = BENCH MARK DISK DK0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0578_STAMPING: G 200 1957 DK0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0578+STABILITY: SURFACE MOTION DK0578 DK0578 HISTORY - Date Condition Report By DK0578 HISTORY - 1957 MONUMENTED CGS DK0578 HISTORY - 1974 GOOD NGS DK0578 HISTORY - 20030716 MARK NOT FOUND USACE DK0578 DK0578 STATION DESCRIPTION DK0578 DK0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0578'1.75 MI E FROM ROSEDALE. DK0578'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF STATE DK0578'HIGHWAY 1 AT ROSEDALE, THENCE 0.1 MILE NORTH ALONG A PAVED ROAD, AT DK0578'THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 35.5 FEET SOUTH OF THE DK0578'EXTENDED CENTER LINE OF THE GRAVEL ROAD, 27.3 FEET EAST OF THE CENTER DK0578'LINE OF THE PAVED ROAD ON EDGE OF A CUT BANK, 0.9 FOOT NORTHEAST OF A DK0578'METAL WITNESS POST, 3.5 FEET ABOVE LEVEL OF THE ROAD, AND IN THE TOP DK0578'OF A CONCRETE POST PROJECTING 0.3 FOOT. 1/4, SEC. 14, T 23N, R 8W. DK0578'NOTE-- WEST FACE OF POST EXPOSED 1.3 FEET. DK0578 DK0578 STATION RECOVERY (2003) DK0578 DK0578'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0578'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0572 *********************************************************************** DK0572 DESIGNATION - G 242 DK0572 PID - DK0572 DK0572 STATE/COUNTY- MS/BOLIVAR DK0572 USGS QUAD - GUNNISON (1969) DK0572 DK0572 *CURRENT SURVEY CONTROL DK0572 ___________________________________________________________________ DK0572* NAD 83(1986)- 33 56 29. (N) 090 56 36. (W) SCALED DK0572* NAVD 88 - 46.587 (meters) 152.84 (feet) ADJUSTED DK0572 ___________________________________________________________________ DK0572 GEOID HEIGHT- -26.43 (meters) GEOID99 DK0572 DYNAMIC HT - 46.541 (meters) 152.69 (feet) COMP DK0572 MODELED GRAV- 979,632.3 (mgal) NAVD 88 DK0572 DK0572 VERT ORDER - FIRST CLASS I DK0572 DK0572.The horizontal coordinates were scaled from a topographic map and have DK0572.an estimated accuracy of +/- 6 seconds. DK0572 DK0572.The orthometric height was determined by differential leveling DK0572.and adjusted by the National Geodetic Survey in July 1994. DK0572 DK0572.The geoid height was determined by GEOID99. DK0572 DK0572.The dynamic height is computed by dividing the NAVD 88 DK0572.geopotential number by the normal gravity value computed on the DK0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0572.degrees latitude (g = 980.6199 gals.). DK0572 DK0572.The modeled gravity was interpolated from observed gravity values. DK0572 DK0572; North East Units Estimated Accuracy DK0572;SPC MS W - 492,610. 643,610. MT (+/- 180 meters Scaled) DK0572 DK0572 SUPERSEDED SURVEY CONTROL DK0572 DK0572 NGVD 29 - 46.651 (m) 153.05 (f) ADJUSTED 1 1 DK0572 DK0572.Superseded values are not recommended for survey control. DK0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0572.See file dsdata.txt to determine how the superseded data were derived. DK0572 DK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT900575(NAD 83) DK0572_MARKER: DV = VERTICAL CONTROL DISK DK0572_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DK0572+WITH SETTING: INTO GROUND DK0572_STAMPING: G 242 1974 DK0572_MARK LOGO: NGS DK0572_PROJECTION: RECESSED 10 CENTIMETERS DK0572_MAGNETIC: I = MARKER IS A STEEL ROD DK0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0572+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK0572_ROD/PIPE-DEPTH: 1.2 meters DK0572 DK0572 HISTORY - Date Condition Report By DK0572 HISTORY - 1974 MONUMENTED NGS DK0572 HISTORY - 19920124 GOOD NGS DK0572 HISTORY - 20030714 GOOD USACE DK0572 DK0572 STATION DESCRIPTION DK0572 DK0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0572'IN GUNNISON. DK0572'AT GUNNISON, 0.05 MILE SOUTHWEST ALONG STATE HIGHWAY 1 FROM THE DK0572'GUNNISON BAPTIST CHURCH, 38.9 FEET NORTHWEST OF THE CENTER LINE OF THE DK0572'HIGHWAY, 35.5 FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD DK0572'LEADING NORTHWEST INTO BUSINESS SECTION OF TOWN, 2.6 FEET SOUTH OF THE DK0572'NORTHEAST CORNER POST FOR A CHAIN LINK FENCE AROUND A VACANT LOT, 1 DK0572'FOOT SOUTHEAST OF THE FENCE, 1.3 FOOT EAST-NORTHEAST OF A METAL DK0572'WITNESS POST, 1 FOOT BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A DK0572'4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. DK0572'THE DISK IS 0.3 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A DK0572'4-INCH PLASTIC PIPE FLUSH WITH THE GROUND. SECTION 8, T 24N, R 7W. DK0572 DK0572 STATION RECOVERY (1992) DK0572 DK0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0572'13.7 KM (8.50 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE DK0572'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, IN THE COMMUNITY OF DK0572'GUNNISON, 11.7 M (38.4 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 11.2 DK0572'M (36.7 FT) SOUTHWEST OF A PAVED ROAD LEADING TO THE MISSISSIPPI DK0572'RIVER LEVEE, 2.8 M (9.2 FT) SOUTH OF UTILITY POLE NUMBER 500, 0.7 M DK0572'(2.3 FT) SOUTH OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE, 0.6 M DK0572'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) EAST OF A DK0572'WITNESS POST, AND 0.3 M (1.0 FT) SOUTHEAST OF A FENCE. NOTE--THE DK0572'DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) DK0572'BELOW THE GROUND SURFACE. DK0572 DK0572 STATION RECOVERY (2003) DK0572 DK0572'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0572'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0573 *********************************************************************** DK0573 DESIGNATION - H 242 DK0573 PID - DK0573 DK0573 STATE/COUNTY- MS/BOLIVAR DK0573 USGS QUAD - GUNNISON (1969) DK0573 DK0573 *CURRENT SURVEY CONTROL DK0573 ___________________________________________________________________ DK0573* NAD 83(1986)- 33 57 20. (N) 090 55 50. (W) SCALED DK0573* NAVD 88 - 46.975 (meters) 154.12 (feet) ADJUSTED DK0573 ___________________________________________________________________ DK0573 GEOID HEIGHT- -26.43 (meters) GEOID99 DK0573 DYNAMIC HT - 46.928 (meters) 153.96 (feet) COMP DK0573 MODELED GRAV- 979,633.8 (mgal) NAVD 88 DK0573 DK0573 VERT ORDER - FIRST CLASS I DK0573 DK0573.The horizontal coordinates were scaled from a topographic map and have DK0573.an estimated accuracy of +/- 6 seconds. DK0573 DK0573.The orthometric height was determined by differential leveling DK0573.and adjusted by the National Geodetic Survey in June 1991. DK0573 DK0573.The geoid height was determined by GEOID99. DK0573 DK0573.The dynamic height is computed by dividing the NAVD 88 DK0573.geopotential number by the normal gravity value computed on the DK0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0573.degrees latitude (g = 980.6199 gals.). DK0573 DK0573.The modeled gravity was interpolated from observed gravity values. DK0573 DK0573; North East Units Estimated Accuracy DK0573;SPC MS W - 494,180. 644,800. MT (+/- 180 meters Scaled) DK0573 DK0573 SUPERSEDED SURVEY CONTROL DK0573 DK0573 NGVD 29 - 47.032 (m) 154.30 (f) ADJUSTED 1 1 DK0573 DK0573.Superseded values are not recommended for survey control. DK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0573.See file dsdata.txt to determine how the superseded data were derived. DK0573 DK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT912591(NAD 83) DK0573_MARKER: DV = VERTICAL CONTROL DISK DK0573_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DK0573+WITH SETTING: INTO GROUND DK0573_STAMPING: H 242 1974 DK0573_MARK LOGO: NGS DK0573_PROJECTION: FLUSH DK0573_MAGNETIC: I = MARKER IS A STEEL ROD DK0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0573+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1992 DK0573_ROD/PIPE-DEPTH: 1.2 meters DK0573 DK0573 HISTORY - Date Condition Report By DK0573 HISTORY - 1974 MONUMENTED NGS DK0573 HISTORY - 19920124 GOOD NGS DK0573 HISTORY - 20030714 MARK NOT FOUND USACE DK0573 DK0573 STATION DESCRIPTION DK0573 DK0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0573'1.10 MI NE FROM GUNNISON. DK0573'ABOUT 1.10 MILE NORTHEAST ALONG STATE HIGHWAY 1 FROM THE GUNNISON DK0573'BAPTIST CHURCH AT GUNNISON, ABOUT 0.20 MILE NORTHEAST OF A SMALL PECAN DK0573'GROVE, 49.8 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 76.4 DK0573'FEET SOUTHWEST OF AN UNDERGROUND CABLE MARKER BOX, 3.5 FEET NORTHEAST DK0573'OF A POWER POLE, 0.8 FOOT SOUTHWEST OF A METAL WITNESS POST, 0.5 FOOT DK0573'BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED DK0573'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS 0.2 DK0573'FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE DK0573'FLUSH WITH THE GROUND. SECTION 4, T 24N, R 7W. DK0573 DK0573 STATION RECOVERY (1992) DK0573 DK0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0573'15.7 KM (9.75 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE DK0573'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 15.0 M (49.2 FT) NORTHWEST DK0573'OF THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) NORTH-NORTHEAST OF A DK0573'UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.1 DK0573'M (0.3 FT) SOUTHEAST OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN DK0573'A 4-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE. DK0573 DK0573 STATION RECOVERY (2003) DK0573 DK0573'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0573'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0999 *********************************************************************** DK0999 DESIGNATION - J 200 DK0999 PID - DK0999 DK0999 STATE/COUNTY- MS/BOLIVAR DK0999 USGS QUAD - ROSEDALE (1972) DK0999 DK0999 *CURRENT SURVEY CONTROL DK0999 ___________________________________________________________________ DK0999* NAD 83(1986)- 33 51 08. (N) 091 01 31. (W) SCALED DK0999* NAVD 88 - 46.652 (meters) 153.06 (feet) ADJUSTED DK0999 ___________________________________________________________________ DK0999 GEOID HEIGHT- -26.44 (meters) GEOID99 DK0999 DYNAMIC HT - 46.605 (meters) 152.90 (feet) COMP DK0999 MODELED GRAV- 979,622.2 (mgal) NAVD 88 DK0999 DK0999 VERT ORDER - FIRST CLASS II DK0999 DK0999.The horizontal coordinates were scaled from a topographic map and have DK0999.an estimated accuracy of +/- 6 seconds. DK0999 DK0999.The orthometric height was determined by differential leveling DK0999.and adjusted by the National Geodetic Survey in July 1994. DK0999 DK0999.The geoid height was determined by GEOID99. DK0999 DK0999.The dynamic height is computed by dividing the NAVD 88 DK0999.geopotential number by the normal gravity value computed on the DK0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0999.degrees latitude (g = 980.6199 gals.). DK0999 DK0999.The modeled gravity was interpolated from observed gravity values. DK0999 DK0999; North East Units Estimated Accuracy DK0999;SPC MS W - 482,770. 635,970. MT (+/- 180 meters Scaled) DK0999 DK0999 SUPERSEDED SURVEY CONTROL DK0999 DK0999 NGVD 29 - 46.753 (m) 153.39 (f) ADJUSTED 1 2 DK0999 DK0999.Superseded values are not recommended for survey control. DK0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0999.See file dsdata.txt to determine how the superseded data were derived. DK0999 DK0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT826475(NAD 83) DK0999_MARKER: DB = BENCH MARK DISK DK0999_SETTING: 34 = BUILDING DK0999_STAMPING: J 200 1957 DK0999_MARK LOGO: CGS DK0999_MAGNETIC: N = NO MAGNETIC MATERIAL DK0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0999+STABILITY: SURFACE MOTION DK0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0999+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0999 DK0999 HISTORY - Date Condition Report By DK0999 HISTORY - 1957 MONUMENTED CGS DK0999 HISTORY - 1974 GOOD NGS DK0999 HISTORY - 19920123 GOOD NGS DK0999 HISTORY - 20030716 GOOD USACE DK0999 DK0999 STATION DESCRIPTION DK0999 DK0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0999'IN ROSEDALE. DK0999'AT ROSEDALE, 0.10 MILE SOUTH ALONG STATE HIGHWAY 1 (MAIN STREET) FROM DK0999'THE COURTHOUSE, THENCE 0.1 MILE EAST ALONG BROWN STREET, ABOUT 149 DK0999'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE ILLINOIS CENTRAL DK0999'RAILROAD STATION, 116 FEET NORTH OF THE CENTER LINE OF BROWN STREET, DK0999'92 FEET WEST OF THE CENTER LINE OF RR STREET, 1.1 FEET SOUTH OF THE DK0999'NORTHEAST CORNER OF THE BUILDING, 3.3 FEET ABOVE LEVEL OF THE GROUND DK0999'AND SET VERTICALLY IN THE EAST FACE OF GEORGES BODY SHOP, BRICK DK0999'BUILDING. SEC 10, T 23N, R 8W. DK0999 DK0999 STATION RECOVERY (1992) DK0999 DK0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0999'0.7 KM (0.45 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION DK0999'OF STATE HIGHWAY 8 IN ROSEDALE, THENCE 0.2 KM (0.10 MI) EASTERLY DK0999'ALONG A PAVED STREET, SET VERTICALLY IN THE EAST FACE OF BRICK DK0999'BUILDING (FORMERLY GEORGES BODY SHOP), 35.4 M (116.1 FT) NORTH OF THE DK0999'STREET CENTER, 28.0 M (91.9 FT) WEST OF THE CENTER OF A PAVED STREET, DK0999'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STREET, AND 0.3 M (1.0 FT) DK0999'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING. DK0999 DK0999 STATION RECOVERY (2003) DK0999 DK0999'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0999'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0575 *********************************************************************** DK0575 CBN - This is a Cooperative Base Network Control Station. DK0575 DESIGNATION - J 242 DK0575 PID - DK0575 DK0575 STATE/COUNTY- MS/BOLIVAR DK0575 USGS QUAD - GUNNISON (1969) DK0575 DK0575 *CURRENT SURVEY CONTROL DK0575 ___________________________________________________________________ DK0575* NAD 83(1993)- 33 58 41.73914(N) 090 54 38.67166(W) ADJUSTED DK0575* NAVD 88 - 46.815 (meters) 153.59 (feet) ADJUSTED DK0575 ___________________________________________________________________ DK0575 X - -84,156.868 (meters) COMP DK0575 Y - -5,293,954.322 (meters) COMP DK0575 Z - 3,544,458.546 (meters) COMP DK0575 LAPLACE CORR- -0.12 (seconds) DEFLEC99 DK0575 ELLIP HEIGHT- 20.29 (meters) (08/22/02) GPS OBS DK0575 GEOID HEIGHT- -26.44 (meters) GEOID99 DK0575 DYNAMIC HT - 46.768 (meters) 153.44 (feet) COMP DK0575 MODELED GRAV- 979,636.0 (mgal) NAVD 88 DK0575 DK0575 HORZ ORDER - B DK0575 VERT ORDER - FIRST CLASS I DK0575 ELLP ORDER - THIRD CLASS I DK0575 DK0575.The horizontal coordinates were established by GPS observations DK0575.and adjusted by the National Geodetic Survey in February 2002. DK0575 DK0575.The orthometric height was determined by differential leveling DK0575.and adjusted by the National Geodetic Survey in June 1991. DK0575 DK0575.The X, Y, and Z were computed from the position and the ellipsoidal ht. DK0575 DK0575.The Laplace correction was computed from DEFLEC99 derived deflections. DK0575 DK0575.The ellipsoidal height was determined by GPS observations DK0575.and is referenced to NAD 83. DK0575 DK0575.The geoid height was determined by GEOID99. DK0575 DK0575.The dynamic height is computed by dividing the NAVD 88 DK0575.geopotential number by the normal gravity value computed on the DK0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0575.degrees latitude (g = 980.6199 gals.). DK0575 DK0575.The modeled gravity was interpolated from observed gravity values. DK0575 DK0575; North East Units Scale Converg. DK0575;SPC MS W - 496,686.243 646,644.953 MT 0.99998508 -0 19 21.8 DK0575;UTM 15 - 3,761,712.742 693,003.754 MT 1.00005922 +1 10 04.8 DK0575 DK0575 SUPERSEDED SURVEY CONTROL DK0575 DK0575 ELLIP HT - 20.31 (m) (04/15/02) GP( ) 4 2 DK0575 ELLIP HT - 20.32 (m) (02/15/02) GP( ) 4 1 DK0575 NGVD 29 - 46.871 (m) 153.78 (f) ADJUSTED 1 1 DK0575 DK0575.Superseded values are not recommended for survey control. DK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0575.See file dsdata.txt to determine how the superseded data were derived. DK0575 DK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9300461713(NAD 83) DK0575_MARKER: DV = VERTICAL CONTROL DISK DK0575_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DK0575+WITH SETTING: INTO GROUND DK0575_STAMPING: J 242 1974 DK0575_MARK LOGO: NGS DK0575_PROJECTION: PROJECTING 5 CENTIMETERS DK0575_MAGNETIC: I = MARKER IS A STEEL ROD DK0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0575+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK0575_ROD/PIPE-DEPTH: 1.2 meters DK0575 DK0575 HISTORY - Date Condition Report By DK0575 HISTORY - 1974 MONUMENTED NGS DK0575 HISTORY - 19920124 GOOD NGS DK0575 HISTORY - 19920402 GOOD JCLS DK0575 HISTORY - 20000401 GOOD NGS DK0575 HISTORY - 20011019 GOOD 3001 DK0575 HISTORY - 20030714 GOOD USACE DK0575 DK0575 STATION DESCRIPTION DK0575 DK0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0575'2.95 MI NE FROM GUNNISON. DK0575'ABOUT 2.95 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE GUNNISON DK0575'BAPTIST CHURCH AT GUNNISON, AT THE NORTHEAST SIDE OF MURRAY GIN DK0575'COMPANY, 66.8 FEET SOUTH OF THE CENTER LINE OF THE MOST SOUTHWESTERLY DK0575'DRIVE TO THE GIN, 42.9 FEET NORTHWEST OF THE CENTER LINE OF THE DK0575'HIGHWAY, 8.9 FEET SOUTHWEST OF THE NORTHEAST CORNER POST FOR A WIRE DK0575'FENCE AROUND A PEACH ORCHARD, 1.3 FEET SOUTHEAST OF THE FENCE, 1 FOOT DK0575'NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF THE HIGHWAY DK0575'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO DK0575'A METAL BASE PLATE. THE DISK IS 0.1 FOOT BELOW LEVEL OF THE GROUND DK0575'AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.1 FOOT. SECTION 3, DK0575'T 24N, R 7W. DK0575 DK0575 STATION RECOVERY (1992) DK0575 DK0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0575'18.8 KM (11.70 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE DK0575'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 22.6 M (74.1 FT) SOUTHWEST DK0575'OF THE CENTER OF A DRIVEWAY LEADING TO A COTTON GIN, 13.0 M DK0575'(42.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) DK0575'SOUTHWEST OF A FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE DK0575'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE. DK0575'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE DK0575'GROUND SURFACE. DK0575 DK0575 STATION RECOVERY (1992) DK0575 DK0575'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1992 (MRY) DK0575'RECOVERED IN GOOD CONDITION. DK0575 DK0575 STATION RECOVERY (2000) DK0575 DK0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 DK0575'RECOVERED AS AMENDED. THE STATION IS 11.7 MI (18.8 KM) NORTHEAST ON DK0575'ROUTE 1 FROM ROUTE 8 (AT ROSEDALE). IT IS 74 FT (22.6 M) SOUTHWEST OF DK0575'THE CENTERLINE OF A DRIVEWAY TO A COTTON GIN, 13.O FT SOUTH OF A POWER DK0575'POLE, 31 FT (9.4 M) NW OF THE HWY EOP, 2 FT (0.6 M) BELOW THE HWY, AND DK0575'1 FT (0.3 M) SE OF A WITNESS POST. THE FENCE IS GONE. STATION MARK IS DK0575'A DISK PROTECTED BY A PVC PIPE. DK0575 DK0575 STATION RECOVERY (2001) DK0575 DK0575'RECOVERY NOTE BY 3001, INC 2001 (KWC) DK0575'THE STATION IS LOCATED IN BOLIVAR COUNTY, MISSISSIPPI, ABOUT 2.95 DK0575'MILES NE ALONG STATE HWY. DK0575'1 FROM THE GUNNISON BAPTIST CHURCH, AND 11.7 MILES NE ALONG HWY 1 FROM DK0575'THE JUNCTION OF DK0575'HWY. 8 ROSEDALE DK0575' DK0575'OWNERSHIP- MURRAY GIN COMPANY DK0575' DK0575'TO REACH THE STATION FROM THE INTERSECTION OF HWY. 1 AND BAPTIST DK0575'CHURCH AT GUNNISON DK0575'GO 2.95 MILES NE ON HWY. 1 FROM HWY. 8 IN ROSEDALE DK0575' DK0575'THE STATION IS 72 FEET SOUTH OF THE CENTERLINE OF THE MOST SOUTHERLY DK0575'DRIVEWAY TO THE DK0575'GIN, 42.5 FEET NW OF CENTERLINE OF HWY. 12.8 FEET 185 DEGREES FROM A DK0575'POWER POLE, 1.1 FEET DK0575'EAST OF A PLASTIC CORSONITE WITNESS POST. 2 FEET BELOW LEVEL OF HWY DK0575'AND ON TOP OF A 4 DK0575'FOOT COOPER COATED STEEL ROD THAT IS ATTACHED TO A BASE PLATE. THE DK0575'DISK IS ENCASED IN A 4 DK0575'INCH PVC PIPE AND IS FLUSH WITH GROUND. STATION IS STAMPED J242 1974. DK0575' DK0575' DK0575' DK0575' DK0575 DK0575 STATION RECOVERY (2003) DK0575 DK0575'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0575'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0662 *********************************************************************** DK0662 DESIGNATION - K 198 DK0662 PID - DK0662 DK0662 STATE/COUNTY- MS/BOLIVAR DK0662 USGS QUAD - PACE (1969) DK0662 DK0662 *CURRENT SURVEY CONTROL DK0662 ___________________________________________________________________ DK0662* NAD 83(1986)- 33 45 06. (N) 090 45 13. (W) SCALED DK0662* NAVD 88 - 41.385 (meters) 135.78 (feet) ADJUSTED DK0662 ___________________________________________________________________ DK0662 GEOID HEIGHT- -26.43 (meters) GEOID99 DK0662 DYNAMIC HT - 41.343 (meters) 135.64 (feet) COMP DK0662 MODELED GRAV- 979,617.1 (mgal) NAVD 88 DK0662 DK0662 VERT ORDER - SECOND CLASS 0 DK0662 DK0662.The horizontal coordinates were scaled from a topographic map and have DK0662.an estimated accuracy of +/- 6 seconds. DK0662 DK0662.The orthometric height was determined by differential leveling DK0662.and adjusted by the National Geodetic Survey in June 1991. DK0662 DK0662.The geoid height was determined by GEOID99. DK0662 DK0662.The dynamic height is computed by dividing the NAVD 88 DK0662.geopotential number by the normal gravity value computed on the DK0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0662.degrees latitude (g = 980.6199 gals.). DK0662 DK0662.The modeled gravity was interpolated from observed gravity values. DK0662 DK0662; North East Units Estimated Accuracy DK0662;SPC MS W - 471,480. 661,060. MT (+/- 180 meters Scaled) DK0662 DK0662 SUPERSEDED SURVEY CONTROL DK0662 DK0662 NGVD 29 - 41.495 (m) 136.14 (f) ADJUSTED 2 0 DK0662 DK0662.Superseded values are not recommended for survey control. DK0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0662.See file dsdata.txt to determine how the superseded data were derived. DK0662 DK0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT080368(NAD 83) DK0662_MARKER: DB = BENCH MARK DISK DK0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0662_STAMPING: K 198 1957 DK0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0662+STABILITY: SURFACE MOTION DK0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0662+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DK0662 DK0662 HISTORY - Date Condition Report By DK0662 HISTORY - 1957 MONUMENTED CGS DK0662 HISTORY - 1972 GOOD MSHD DK0662 HISTORY - 20030715 GOOD USACE DK0662 DK0662 STATION DESCRIPTION DK0662 DK0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0662'1.9 MI W FROM CLEVELAND. DK0662'1.9 MILES WEST ALONG STATE HIGHWAY 8 FROM THE CROSSING OF THE ILLINOIS DK0662'CENTRAL RAILROAD AT CLEVELAND, AT THE ENTRANCE TO BOLIVAR COUNTY DK0662'AIRPORT, 52-3/4 FEET SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY, 63 DK0662'FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY AND ENTRANCE DK0662'ROAD, 17 FEET EAST OF CENTER LINE OF A PRIVATE ROAD SOUTH, 6 FEET WEST DK0662'OF A POWER POLE AND IN LINE WITH ROW OF POLES, 2 FEET WEST OF A WHITE DK0662'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET DK0662'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. DK0662 DK0662 STATION RECOVERY (1972) DK0662 DK0662'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 DK0662'THE MARK IS LOCATED 2 MILES NORTHWEST OF THE CENTER OF CLEVELAND ON DK0662'THE SOUTH ROW OF STATE HIGHWAY 8 OPPOSITE THE ENTRANCE TO THE BOLIVAR DK0662'COUNTY AIRPORT IN THE SOUTHEAST 1/4 OF SECTION 18, T 22N, R 5W. IT IS DK0662'53 FEET SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 8, 18 FEET EAST OF DK0662'THE CENTER OF A RAMP ON LINE WITH THE AIRPORT ENTRANCE, 109 FEET DK0662'SOUTH OF A FIRE PLUG, 5 FEET WEST OF A POWER POLE NO. 19, 18, 20, 1 DK0662'FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH DK0662'CYLINDER ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH DK0662'WITH THE GROUND. TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 DK0662'AND U.S. HIGHWAY 61 GO WEST ON STATE HIGHWAY 8 THROUGH CLEVELAND FOR DK0662'2.3 MILES TO THE ENTRANCE TO THE AIRPORT ON THE RIGHT AND THE MARK ON DK0662'THE LEFT. DK0662 DK0662 STATION RECOVERY (2003) DK0662 DK0662'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0662'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0998 *********************************************************************** DK0998 DESIGNATION - K 200 DK0998 PID - DK0998 DK0998 STATE/COUNTY- MS/BOLIVAR DK0998 USGS QUAD - ROSEDALE (1972) DK0998 DK0998 *CURRENT SURVEY CONTROL DK0998 ___________________________________________________________________ DK0998* NAD 83(1986)- 33 51 23. (N) 091 01 36. (W) SCALED DK0998* NAVD 88 - 44.179 (meters) 144.94 (feet) ADJUSTED DK0998 ___________________________________________________________________ DK0998 GEOID HEIGHT- -26.43 (meters) GEOID99 DK0998 DYNAMIC HT - 44.134 (meters) 144.80 (feet) COMP DK0998 MODELED GRAV- 979,622.7 (mgal) NAVD 88 DK0998 DK0998 VERT ORDER - FIRST CLASS II DK0998 DK0998.The horizontal coordinates were scaled from a topographic map and have DK0998.an estimated accuracy of +/- 6 seconds. DK0998 DK0998.The orthometric height was determined by differential leveling DK0998.and adjusted by the National Geodetic Survey in July 1994. DK0998.WARNING-Repeat measurements at this control monument indicate possible DK0998.vertical movement. DK0998 DK0998.The geoid height was determined by GEOID99. DK0998 DK0998.The dynamic height is computed by dividing the NAVD 88 DK0998.geopotential number by the normal gravity value computed on the DK0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0998.degrees latitude (g = 980.6199 gals.). DK0998 DK0998.The modeled gravity was interpolated from observed gravity values. DK0998 DK0998; North East Units Estimated Accuracy DK0998;SPC MS W - 483,240. 635,840. MT (+/- 180 meters Scaled) DK0998 DK0998 SUPERSEDED SURVEY CONTROL DK0998 DK0998 NGVD 29 - 44.242 (m) 145.15 (f) ADJUSTED 1 2 DK0998 DK0998.Superseded values are not recommended for survey control. DK0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0998.See file dsdata.txt to determine how the superseded data were derived. DK0998 DK0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT825479(NAD 83) DK0998_MARKER: DB = BENCH MARK DISK DK0998_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DK0998_STAMPING: K 200 1957 DK0998_MARK LOGO: CGS DK0998_PROJECTION: RECESSED 10 CENTIMETERS DK0998_MAGNETIC: N = NO MAGNETIC MATERIAL DK0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DK0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0998+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0998_ROD/PIPE-DEPTH: 29.3 meters DK0998 DK0998 HISTORY - Date Condition Report By DK0998 HISTORY - 1957 MONUMENTED CGS DK0998 HISTORY - 1974 GOOD NGS DK0998 HISTORY - 19920123 GOOD NGS DK0998 HISTORY - 20030716 GOOD USACE DK0998 DK0998 STATION DESCRIPTION DK0998 DK0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0998'IN ROSEDALE. DK0998'AT ROSEDALE, ABOUT 0.2 MILE NORTH ALONG STATE DK0998'HIGHWAY 1 FROM THE COURTHOUSE, 56 3/4 FEET EAST OF EAST CURB LINE OF DK0998'HIGHWAY 1, 96 FEET WEST OF SOUTHWEST CORNER OF ROSEDALE HIGH SCHOOL DK0998'BUILDING (BRICK BUILDING), 47 1/2 FEET NORTHEAST OF NORTHWEST CORNER DK0998'OF A WHITE FRAME CHURCH BUILDING, 58 3/4 FEET EAST-SOUTHEAST OF A FIRE DK0998'HYDRANT, 9 FEET SOUTHEAST OF SOUTHEAST EDGE OF A CONCRETE WALK LEADING DK0998'NORTHEAST TO SCHOOL, 3 3/4 FEET WEST OF FLAG POLE, ABOUT LEVEL WITH DK0998'THE HIGHWAY AND IS A DISK ON COPPER COATED STEEL ROD ABOUT 3 INCHES DK0998'UNDERGROUND AND PROTECTED BY A 4-INCH TILE WHICH IS 1-INCH BELOW LEVEL DK0998'OF THE GROUND. THE ROD WAS DRIVEN TO A DEPTH OF 96 FEET. SEC 9, T DK0998'23N, R 8W. DK0998 DK0998 STATION RECOVERY (1992) DK0998 DK0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0998'1.2 KM (0.75 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION DK0998'OF STATE HIGHWAY 8 IN ROSEDALE, 29.2 M (95.8 FT) WEST OF THE DK0998'SOUTHWEST CORNER OF THE ROSEDALE HIGH SCHOOL, 24.0 M (78.7 FT) EAST DK0998'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 17.9 M (58.7 FT) SOUTHEAST DK0998'OF A FIRE HYDRANT, 14.5 M (47.6 FT) NORTHEAST OF THE NORTHWEST CORNER DK0998'OF THE GRACE EPISCOPAL CHURCH, 2.7 M (8.9 FT) SOUTHEAST OF THE DK0998'SOUTHEAST EDGE OF A SIDEWALK, AND 1.0 M (3.3 FT) WEST OF A FLAG POLE. DK0998'NOTE--THE DISK IS ENCASED IN A 4-INCH TILE PILE AND IS RECESSED 0.1 M DK0998'(0.3 FT) BELOW THE GROUND SURFACE. DK0998 DK0998 STATION RECOVERY (2003) DK0998 DK0998'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0998'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0576 *********************************************************************** DK0576 DESIGNATION - K 242 DK0576 PID - DK0576 DK0576 STATE/COUNTY- MS/BOLIVAR DK0576 USGS QUAD - GUNNISON (1969) DK0576 DK0576 *CURRENT SURVEY CONTROL DK0576 ___________________________________________________________________ DK0576* NAD 83(1986)- 33 59 16. (N) 090 54 04. (W) SCALED DK0576* NAVD 88 - 46.128 (meters) 151.34 (feet) ADJUSTED DK0576 ___________________________________________________________________ DK0576 GEOID HEIGHT- -26.45 (meters) GEOID99 DK0576 DYNAMIC HT - 46.081 (meters) 151.18 (feet) COMP DK0576 MODELED GRAV- 979,636.9 (mgal) NAVD 88 DK0576 DK0576 VERT ORDER - FIRST CLASS I DK0576 DK0576.The horizontal coordinates were scaled from a topographic map and have DK0576.an estimated accuracy of +/- 6 seconds. DK0576 DK0576.The orthometric height was determined by differential leveling DK0576.and adjusted by the National Geodetic Survey in July 1994. DK0576 DK0576.The geoid height was determined by GEOID99. DK0576 DK0576.The dynamic height is computed by dividing the NAVD 88 DK0576.geopotential number by the normal gravity value computed on the DK0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0576.degrees latitude (g = 980.6199 gals.). DK0576 DK0576.The modeled gravity was interpolated from observed gravity values. DK0576 DK0576; North East Units Estimated Accuracy DK0576;SPC MS W - 497,740. 647,540. MT (+/- 180 meters Scaled) DK0576 DK0576 SUPERSEDED SURVEY CONTROL DK0576 DK0576 NGVD 29 - 46.192 (m) 151.55 (f) ADJUSTED 1 1 DK0576 DK0576.Superseded values are not recommended for survey control. DK0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0576.See file dsdata.txt to determine how the superseded data were derived. DK0576 DK0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT938627(NAD 83) DK0576_MARKER: DV = VERTICAL CONTROL DISK DK0576_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DK0576+WITH SETTING: INTO GROUND DK0576_STAMPING: K 242 1974 DK0576_MARK LOGO: NGS DK0576_PROJECTION: FLUSH DK0576_MAGNETIC: I = MARKER IS A STEEL ROD DK0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0576+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK0576_ROD/PIPE-DEPTH: 1.2 meters DK0576 DK0576 HISTORY - Date Condition Report By DK0576 HISTORY - 1974 MONUMENTED NGS DK0576 HISTORY - 19920124 GOOD NGS DK0576 HISTORY - 20000203 GOOD NGS DK0576 HISTORY - 20000307 GOOD NGS DK0576 HISTORY - 20030714 GOOD USACE DK0576 DK0576 STATION DESCRIPTION DK0576 DK0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0576'3.80 MI NE FROM GUNNISON. DK0576'ABOUT 3.80 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE GUNNISON DK0576'BAPTIST CHURCH AT GUNNISON, THENCE ABOUT 0.05 MILE SOUTHWEST OF THE DK0576'INTERSECTION OF A PAVED ROAD LEADING EAST AND WEST, 50 FEET SOUTHEAST DK0576'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF A POWER POLE DK0576'WITH TWO GUY WIRES AND SUPPORTING A TRANSFORMER, 11.8 FEET NORTHEAST DK0576'OF THE SOUTHWEST GUY WIRE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 1 DK0576'FOOT BELOW LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER DK0576'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS DK0576'0.4 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC DK0576'PIPE FLUSH WITH THE GROUND. SECTION 2, T 24N, R 7W. DK0576 DK0576 STATION RECOVERY (1992) DK0576 DK0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0576'20.2 KM (12.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE DK0576'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 100.0 M (328.1 FT) SOUTHWEST DK0576'OF THE CENTERLINE A PAVED ROAD, 15.3 M (50.2 FT) SOUTHEAST OF THE DK0576'HIGHWAY CENTERLINE, 3.8 M (12.5 FT) SOUTHWEST OF A UTILITY POLE WITH DK0576'A GUY CABLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M DK0576'(0.7 FT) NORTHWEST OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A DK0576'4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND DK0576'SURFACE. DK0576 DK0576 STATION RECOVERY (2000) DK0576 DK0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 DK0576'RECOVERED IN GOOD CONDITION. DK0576 DK0576 STATION RECOVERY (2000) DK0576 DK0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 DK0576'RECOVERED IN GOOD CONDITION. DK0576 DK0576 STATION RECOVERY (2003) DK0576 DK0576'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0576'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0663 *********************************************************************** DK0663 DESIGNATION - L 198 DK0663 PID - DK0663 DK0663 STATE/COUNTY- MS/BOLIVAR DK0663 USGS QUAD - PACE (1969) DK0663 DK0663 *CURRENT SURVEY CONTROL DK0663 ___________________________________________________________________ DK0663* NAD 83(1986)- 33 45 18. (N) 090 45 15. (W) SCALED DK0663* NAVD 88 - 41.584 (meters) 136.43 (feet) ADJUSTED DK0663 ___________________________________________________________________ DK0663 GEOID HEIGHT- -26.42 (meters) GEOID99 DK0663 DYNAMIC HT - 41.541 (meters) 136.29 (feet) COMP DK0663 MODELED GRAV- 979,617.5 (mgal) NAVD 88 DK0663 DK0663 VERT ORDER - SECOND CLASS 0 DK0663 DK0663.This mark is at Cleveland Municipal Airport (RNV) DK0663 DK0663.The horizontal coordinates were scaled from a topographic map and have DK0663.an estimated accuracy of +/- 6 seconds. DK0663 DK0663.The orthometric height was determined by differential leveling DK0663.and adjusted by the National Geodetic Survey in June 1991. DK0663 DK0663.The geoid height was determined by GEOID99. DK0663 DK0663.The dynamic height is computed by dividing the NAVD 88 DK0663.geopotential number by the normal gravity value computed on the DK0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0663.degrees latitude (g = 980.6199 gals.). DK0663 DK0663.The modeled gravity was interpolated from observed gravity values. DK0663 DK0663; North East Units Estimated Accuracy DK0663;SPC MS W - 471,850. 661,010. MT (+/- 180 meters Scaled) DK0663 DK0663 SUPERSEDED SURVEY CONTROL DK0663 DK0663 NGVD 29 - 41.694 (m) 136.79 (f) ADJUSTED 2 0 DK0663 DK0663.Superseded values are not recommended for survey control. DK0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0663.See file dsdata.txt to determine how the superseded data were derived. DK0663 DK0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT080372(NAD 83) DK0663_MARKER: DB = BENCH MARK DISK DK0663_SETTING: 30 = CONCRETE DOORWAY DK0663_STAMPING: L 198 1957 DK0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0663 DK0663 HISTORY - Date Condition Report By DK0663 HISTORY - 1957 MONUMENTED CGS DK0663 HISTORY - 1972 GOOD MSHD DK0663 HISTORY - 1974 GOOD NGS DK0663 HISTORY - 20030715 MARK NOT FOUND USACE DK0663 DK0663 STATION DESCRIPTION DK0663 DK0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0663'2.1 MI W FROM CLEVELAND. DK0663'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 8 FROM THE CROSSING OF THE DK0663'ILLINOIS CENTRAL RAILROAD AT CLEVELAND, THENCE 0.2 MILE NORTH ALONG DK0663'ENTRANCE DRIVE TO BOLIVAR COUNTY AIRPORT. IN SECTION 18, T 22 N, R 5 DK0663'W, IN THE CENTER OF EAST CONCRETE DOORWAY ENTRANCE TO METAL HANGAR DK0663'OWNED AND OPERATED BY MEEKS FLYING SERVICE, 72 FEET WEST OF CENTER DK0663'LINE OF ENTRANCE ROAD, 2 FEET WEST OF EAST END OF HANGAR FLOOR AND DK0663'ABOUT LEVEL WITH ENTRANCE ROAD. DK0663 DK0663 STATION RECOVERY (1972) DK0663 DK0663'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 DK0663'THE MARK IS LOCATED 2.1 MILES NORTHWEST OF THE CENTER OF CLEVELAND AT DK0663'THE CENTER OF THE LARGE DOORS AT THE EAST ENTRANCE OF A METAL HANGAR DK0663'WITH AN ORANGE TOP OPERATED BY THE MEEKS FLYING SERVICE AT THE DK0663'BOLIVAR COUNTY AIRPORT IN THE SOUTHEAST 1/4 OF SECTION 18, T 22N, R DK0663'5W. IT IS 70 FEET WEST OF THE CENTER OF THE ENTRANCE DRIVE, 30.5 FEET DK0663'NORTH OF THE SOUTHEAST CORNER OF THE HANGAR, 129 FEET WEST-SOUTHWEST DK0663'OF A POWER POLE WITH A TRANSFORMER, 43 FEET NORTH-NORTHWEST OF A DK0663'POWER POLE WITH A GUY WIRE, 2 FEET WEST OF THE EAST EDGE OF THE DK0663'HANGAR FLOOR SET IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE HANGAR DK0663'AND IS ABOUT LEVEL WITH THE ENTRANCE DRIVE. TO REACH FROM THE DK0663'INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 61 IN CLEVELAND GO DK0663'WEST ON STATE HIGHWAY 8 THROUGH TOWN FOR 2.3 MILES TO THE ENTRANCE TO DK0663'THE AIRPORT ON THE RIGHT. TURN RIGHT AND GO NORTH ON A BLACK TOP ROAD DK0663'FOR 0.15 MILES TO THE HANGAR AND THE MARK ON THE LEFT. DK0663 DK0663 STATION RECOVERY (1974) DK0663 DK0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 DK0663'RECOVERED IN GOOD CONDITION. DK0663 DK0663 STATION RECOVERY (2003) DK0663 DK0663'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0663'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0577 *********************************************************************** DK0577 DESIGNATION - L 242 DK0577 PID - DK0577 DK0577 STATE/COUNTY- MS/BOLIVAR DK0577 USGS QUAD - BEULAH (1969) DK0577 DK0577 *CURRENT SURVEY CONTROL DK0577 ___________________________________________________________________ DK0577* NAD 83(1986)- 33 50 22. (N) 090 59 55. (W) SCALED DK0577* NAVD 88 - 44.181 (meters) 144.95 (feet) ADJUSTED DK0577 ___________________________________________________________________ DK0577 GEOID HEIGHT- -26.45 (meters) GEOID99 DK0577 DYNAMIC HT - 44.136 (meters) 144.80 (feet) COMP DK0577 MODELED GRAV- 979,620.5 (mgal) NAVD 88 DK0577 DK0577 VERT ORDER - FIRST CLASS I DK0577 DK0577.The horizontal coordinates were scaled from a topographic map and have DK0577.an estimated accuracy of +/- 6 seconds. DK0577 DK0577.The orthometric height was determined by differential leveling DK0577.and adjusted by the National Geodetic Survey in June 1991. DK0577 DK0577.The geoid height was determined by GEOID99. DK0577 DK0577.The dynamic height is computed by dividing the NAVD 88 DK0577.geopotential number by the normal gravity value computed on the DK0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0577.degrees latitude (g = 980.6199 gals.). DK0577 DK0577.The modeled gravity was interpolated from observed gravity values. DK0577 DK0577; North East Units Estimated Accuracy DK0577;SPC MS W - 481,340. 638,430. MT (+/- 180 meters Scaled) DK0577 DK0577 SUPERSEDED SURVEY CONTROL DK0577 DK0577 NGVD 29 - 44.251 (m) 145.18 (f) ADJUSTED 1 1 DK0577 DK0577.Superseded values are not recommended for survey control. DK0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0577.See file dsdata.txt to determine how the superseded data were derived. DK0577 DK0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT851461(NAD 83) DK0577_MARKER: DB = BENCH MARK DISK DK0577_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DK0577+WITH SETTING: INTO GROUND DK0577_STAMPING: L 242 1974 DK0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0577+STABILITY: SURFACE MOTION DK0577 DK0577 HISTORY - Date Condition Report By DK0577 HISTORY - 1974 MONUMENTED NGS DK0577 HISTORY - 20030716 MARK NOT FOUND USACE DK0577 DK0577 STATION DESCRIPTION DK0577 DK0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0577'2.20 MI SE FROM ROSEDALE. DK0577'ABOUT 0.50 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE COURTHOUSE AT DK0577'ROSEDALE, THENCE 1.70 MILES EAST ALONG STATE HIGHWAY 8, AT THE DK0577'JUNCTION OF A PAVED ROAD LEADING NORTH, 77.1 FOOT SOUTHWEST OF THE DK0577'CENTER OF THE JUNCTION, 58.7 FEET SOUTH OF THE CENTER LINE OF THE DK0577'HIGHWAY, 11.9 FEET WEST OF A POWER POLE WITH TWO GUY WIRES, 12 FEET DK0577'EAST OF THE WEST GUY WIRE, 1 FOOT WEST OF A METAL WITNESS POST, 4 FEET DK0577'BELOW LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED DK0577'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS 0.4 DK0577'FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE DK0577'FLUSH WITH THE GROUND. SEC. 14, T 23N, R 8W. DK0577 DK0577 STATION RECOVERY (2003) DK0577 DK0577'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0577'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0596 *********************************************************************** DK0596 DESIGNATION - M 17 4 USE DK0596 PID - DK0596 DK0596 STATE/COUNTY- MS/BOLIVAR DK0596 USGS QUAD - PACE (1969) DK0596 DK0596 *CURRENT SURVEY CONTROL DK0596 ___________________________________________________________________ DK0596* NAD 83(1986)- 33 47 26. (N) 090 51 19. (W) SCALED DK0596* NAVD 88 - 42.663 (meters) 139.97 (feet) ADJUSTED DK0596 ___________________________________________________________________ DK0596 GEOID HEIGHT- -26.46 (meters) GEOID99 DK0596 DYNAMIC HT - 42.619 (meters) 139.83 (feet) COMP DK0596 MODELED GRAV- 979,617.7 (mgal) NAVD 88 DK0596 DK0596 VERT ORDER - SECOND CLASS 0 DK0596 DK0596.The horizontal coordinates were scaled from a topographic map and have DK0596.an estimated accuracy of +/- 6 seconds. DK0596 DK0596.The orthometric height was determined by differential leveling DK0596.and adjusted by the National Geodetic Survey in June 1991. DK0596.WARNING-Repeat measurements at this control monument indicate possible DK0596.vertical movement. DK0596 DK0596.The geoid height was determined by GEOID99. DK0596 DK0596.The dynamic height is computed by dividing the NAVD 88 DK0596.geopotential number by the normal gravity value computed on the DK0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0596.degrees latitude (g = 980.6199 gals.). DK0596 DK0596.The modeled gravity was interpolated from observed gravity values. DK0596 DK0596; North East Units Estimated Accuracy DK0596;SPC MS W - 475,840. 651,660. MT (+/- 180 meters Scaled) DK0596 DK0596 SUPERSEDED SURVEY CONTROL DK0596 DK0596 NGVD 29 - 42.774 (m) 140.33 (f) ADJUSTED 2 0 DK0596 DK0596.Superseded values are not recommended for survey control. DK0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0596.See file dsdata.txt to determine how the superseded data were derived. DK0596 DK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT985410(NAD 83) DK0596_MARKER: P = PIPE CAP DK0596_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DK0596_STAMPING: M-17-4 1930 140 DK0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0596 DK0596 HISTORY - Date Condition Report By DK0596 HISTORY - 1930 MONUMENTED USE DK0596 HISTORY - 1957 GOOD CGS DK0596 HISTORY - 1973 GOOD MSHD DK0596 HISTORY - 20030715 MARK NOT FOUND USACE DK0596 DK0596 STATION DESCRIPTION DK0596 DK0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0596'IN PACE. DK0596'AT PACE, ABOUT 0.7 MILE EAST ALONG STREET FROM THE SCHOOL, IN SECTION DK0596'6, T 22 N, R 6 W, ABOUT 0.1 MILE EAST OF JUNCTION OF A BLACK TOP ROAD DK0596'NORTH, 23 FEET SOUTH OF CENTER LINE OF ROAD, 70 FEET SOUTHWEST AND DK0596'ACROSS ROAD FROM A POWER POLE, 33 FEET NORTH OF ABANDONED RAILROAD DK0596'BED, 74 FEET SOUTH-SOUTHWEST OF A LONE 30-INCH PECAN TREE, 95 FEET DK0596'WEST OF TELEPHONE POLE NO. 2, 2 1/2 FEET ABOVE LEVEL OF ROAD AND IS A DK0596'U.S.E PIPE AND CAP PROJECTING 18 INCHES. DK0596 DK0596 STATION RECOVERY (1973) DK0596 DK0596'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0596'THE MARK IS LOCATED 0.2 MILE ESE OF THE CENTER OF PACE IN BETWEEN A DK0596'BLACK TOP ROAD AND A GRAVELED ROAD FORMERLY A RAILROAD BED, 8.5 MILES DK0596'WNW OF CLEVELAND IN THE NW 1/4 OF THE NE 1/4 OF SECTION 6, T 22N, R DK0596'6W. IT IS 32 FEET SW OF THE CENTER OF A BLACK TOP ROAD, 34 FEET NE OF DK0596'THE CENTER OF A GRAVELED ROAD (THE OLD RAILROAD BED) 70 FEET SW OF A DK0596'POWER POLE WITH A TRANSFORMER AND A LAMP ON IT, 94 FEET WEST OF A DK0596'TELEPHONE POLE, 106.5 FEET SE OF ANOTHER TELEPHONE POLE, 131 FEET SE DK0596'OF THE CENTER OF A GRAVELED ROAD, 59 FEET SE OF A 7 INCH PECAN, 74 DK0596'FEET SW OF A 36 INCH COTONWOOD, 1 FOOT NW OF A METAL WITNESS POST AND DK0596'IS A U.S.E. CAP ON A 3 1/2 INCH IRON PIPE ABOUT 1 FOOT ABOVE THE DK0596'LEVEL OF THE ROAD AND PROJECTS 15 INCHES. TO REACH FROM THE DK0596'INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 61 IN CLEVELAND GO DK0596'WEST ON STATE HIGHWAY 8 THROUGH CLEVELAND FOR 8.5 MILES TO A DK0596'CROSSROAD. TURN LEFT AND GO SOUTH ON A BLACK TOP ROAD FOR 0.1 MILE TO DK0596'A SIDE ROAD RIGHT. TURN RIGHT AND GO NW ON A BLACK TOP ROAD FOR 0.4 DK0596'MILE TO THE MARK ON THE LEFT. DK0596 DK0596 STATION RECOVERY (2003) DK0596 DK0596'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0596'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0602 *********************************************************************** DK0602 DESIGNATION - M 17 6 USE DK0602 PID - DK0602 DK0602 STATE/COUNTY- MS/BOLIVAR DK0602 USGS QUAD - PACE (1969) DK0602 DK0602 *CURRENT SURVEY CONTROL DK0602 ___________________________________________________________________ DK0602* NAD 83(1986)- 33 46 33. (N) 090 49 26. (W) SCALED DK0602* NAVD 88 - 41.773 (meters) 137.05 (feet) ADJUSTED DK0602 ___________________________________________________________________ DK0602 GEOID HEIGHT- -26.46 (meters) GEOID99 DK0602 DYNAMIC HT - 41.730 (meters) 136.91 (feet) COMP DK0602 MODELED GRAV- 979,617.1 (mgal) NAVD 88 DK0602 DK0602 VERT ORDER - SECOND CLASS 0 DK0602 DK0602.The horizontal coordinates were scaled from a topographic map and have DK0602.an estimated accuracy of +/- 6 seconds. DK0602 DK0602.The orthometric height was determined by differential leveling DK0602.and adjusted by the National Geodetic Survey in June 1991. DK0602.WARNING-Repeat measurements at this control monument indicate possible DK0602.vertical movement. DK0602 DK0602.The geoid height was determined by GEOID99. DK0602 DK0602.The dynamic height is computed by dividing the NAVD 88 DK0602.geopotential number by the normal gravity value computed on the DK0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0602.degrees latitude (g = 980.6199 gals.). DK0602 DK0602.The modeled gravity was interpolated from observed gravity values. DK0602 DK0602; North East Units Estimated Accuracy DK0602;SPC MS W - 474,190. 654,560. MT (+/- 180 meters Scaled) DK0602 DK0602 SUPERSEDED SURVEY CONTROL DK0602 DK0602 NGVD 29 - 41.886 (m) 137.42 (f) ADJUSTED 2 0 DK0602 DK0602.Superseded values are not recommended for survey control. DK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0602.See file dsdata.txt to determine how the superseded data were derived. DK0602 DK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT015394(NAD 83) DK0602_MARKER: P = PIPE CAP DK0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DK0602_STAMPING: M-17-6 1930 137 DK0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0602+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DK0602 DK0602 HISTORY - Date Condition Report By DK0602 HISTORY - 1930 MONUMENTED USE DK0602 HISTORY - 1957 GOOD CGS DK0602 HISTORY - 1973 GOOD MSHD DK0602 HISTORY - 20030715 GOOD USACE DK0602 DK0602 STATION DESCRIPTION DK0602 DK0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0602'2.95 MI E FROM PACE. DK0602'ABOUT 1.2 MILES EAST ALONG STREETS FROM THE SCHOOL AT PACE, THENCE DK0602'1.75 MILES EAST ALONG STATE HIGHWAY 8, IN SECTION 9, T 22 N, R 6 W, DK0602'123 FEET SOUTH OF CENTER LINE OF HIGHWAY, 97 FEET EAST OF A POWER DK0602'POLE, 71 FEET NORTH AND ACROSS A DRIVE FROM THE NORTHWEST CORNER OF A DK0602'GARAGE, 55 FEET WEST AND ACROSS DRIVE FROM THE NORTH END OF A CONCRETE DK0602'SIDE WALK, 19 FEET WEST OF CENTER LINE OF DRIVE, 76 1/2 FEET NORTHWEST DK0602'AND ACROSS DRIVE FROM THE NORTHWEST CORNER OF PROPERTY OF MRS. ANITA DK0602'B. SANSING, 2 FEET NORTHEAST OF A 14-INCH OAK TREE, ABOUT 2 FEET BELOW DK0602'LEVEL OF HIGHWAY AND IS A U.S.E. PIPE AND CAP PROJECTING 9 INCHES. DK0602 DK0602 STATION RECOVERY (1973) DK0602 DK0602'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0602'NOTE-- THE SW SIDE OF THE CAP IS THE HIGH SIDE. THE MARK IS LOCATED DK0602'6.5 MILES WNW OF CLEVELAND ON THE LAWN OF MR. E. O. STONE, 2.2 MILES DK0602'ESE OF PACE, 5.3 MILES NNW OF THE BAYOU ACADEMY AT SKENE NEAR THE DK0602'CENTER OF THE NORTH SIDE OF SECTION 9, T 22N, R 6W. IT IS 123 FEET SW DK0602'OF THE CENTER OF HIGHWAY 8, 15 FEET NW OF THE CENTER OF A DRIVEWAY, DK0602'45 FEET NNW OF THE NW CORNER OF A BRICK HOUSE, 31 FEET NORTH OF THE DK0602'PROJECTED PLANE OF THE NORTH WALL OF THE BRICK HOUSE, 51 FEET NE OF A DK0602'12 INCH CEDAR, 2 FEET EAST OF A 15 INCH OAK, AND IS A USE CAP ON A 3 DK0602'1/2 INCH IRON PIPE ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY DK0602'AND PROJECTS 7 INCHES. TO REACH FROM THE INTERSECTION OF STATE DK0602'HIGHWAY 8 AND U.S. HIGHWAY 61 IN CLEVELAND GO WEST ON STATE HIGHWAY 8 DK0602'THROUGH CLEVELAND FOR 6 MILES TO A SIDE ROAD LEFT. CONTINUE WEST ON DK0602'STATE HIGHWAY 8 FOR 0.65 MILE TO A BRICK HOUSE AND THE MARK ON THE DK0602'LEFT. DK0602 DK0602 STATION RECOVERY (2003) DK0602 DK0602'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0602'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0664 *********************************************************************** DK0664 DESIGNATION - M 198 DK0664 PID - DK0664 DK0664 STATE/COUNTY- MS/BOLIVAR DK0664 USGS QUAD - PACE (1969) DK0664 DK0664 *CURRENT SURVEY CONTROL DK0664 ___________________________________________________________________ DK0664* NAD 83(1986)- 33 45 17. (N) 090 45 14. (W) SCALED DK0664* NAVD 88 - 41.921 (meters) 137.54 (feet) ADJUSTED DK0664 ___________________________________________________________________ DK0664 GEOID HEIGHT- -26.42 (meters) GEOID99 DK0664 DYNAMIC HT - 41.879 (meters) 137.40 (feet) COMP DK0664 MODELED GRAV- 979,617.5 (mgal) NAVD 88 DK0664 DK0664 VERT ORDER - SECOND CLASS 0 DK0664 DK0664.This mark is at Cleveland Municipal Airport (RNV) DK0664 DK0664.The horizontal coordinates were scaled from a topographic map and have DK0664.an estimated accuracy of +/- 6 seconds. DK0664 DK0664.The orthometric height was determined by differential leveling DK0664.and adjusted by the National Geodetic Survey in June 1991. DK0664 DK0664.The geoid height was determined by GEOID99. DK0664 DK0664.The dynamic height is computed by dividing the NAVD 88 DK0664.geopotential number by the normal gravity value computed on the DK0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0664.degrees latitude (g = 980.6199 gals.). DK0664 DK0664.The modeled gravity was interpolated from observed gravity values. DK0664 DK0664; North East Units Estimated Accuracy DK0664;SPC MS W - 471,820. 661,040. MT (+/- 180 meters Scaled) DK0664 DK0664 SUPERSEDED SURVEY CONTROL DK0664 DK0664 NGVD 29 - 42.031 (m) 137.90 (f) ADJUSTED 2 0 DK0664 DK0664.Superseded values are not recommended for survey control. DK0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0664.See file dsdata.txt to determine how the superseded data were derived. DK0664 DK0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT080372(NAD 83) DK0664_MARKER: DB = BENCH MARK DISK DK0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0664_STAMPING: M 198 1957 DK0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0664+STABILITY: SURFACE MOTION DK0664 DK0664 HISTORY - Date Condition Report By DK0664 HISTORY - 1957 MONUMENTED CGS DK0664 HISTORY - 1972 GOOD MSHD DK0664 HISTORY - 1974 GOOD NGS DK0664 HISTORY - 20030715 MARK NOT FOUND USACE DK0664 DK0664 STATION DESCRIPTION DK0664 DK0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0664'2.1 MI W FROM CLEVELAND. DK0664'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 8 FROM THE CROSSING OF THE DK0664'ILLINOIS CENTRAL RAILROAD AT CLEVELAND, THENCE 0.2 MILE NORTH ALONG DK0664'ENTRANCE DRIVE TO BOLIVAR COUNTY AIRPORT. 3 1/2 FEET NORTHWEST OF DK0664'NORTHWEST CORNER OF NEW BRICK OFFICE BUILDING, 1-3/4 FEET WEST OF DK0664'NORTHWEST CORNER OF BRICK FLOWER BED ATTACHED TO OFFICE BUILDING, AND DK0664'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND. DK0664 DK0664 STATION RECOVERY (1972) DK0664 DK0664'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 DK0664'THE MARK IS LOCATED 2.1 MILES NW OF THE CENTER OF CLEVELAND NEAR THE DK0664'NW CORNER OF THE BRICK TERMINAL BUILDING AT THE BOLIVAR COUNTY DK0664'AIRPORT IN THE SOUTHEAST 1/4 OF SECTION 18, T 22N, R 5W. IT IS 74 DK0664'FEET EAST OF THE CENTER OF THE ENTRANCE ROAD, 3 FEET NW OF THE NW DK0664'CORNER OF THE BRICK TERMINAL BUILDING, 1.5 FEET W OF THE NW CORNER OF DK0664'A BRICK FLOWER BED ON THE NORTH SIDE OF THE BUILDING, 54 FEET WSW OF DK0664'THE NW CORNER OF AN ORANGE HANGAR, 22 FEET NORTH OF A POLE WITH A DK0664'LAMP ON IT, 20 FEET NNE OF A FIRE PLUG, 40.5 FEET NE OF THE NW CORNER DK0664'OF AN ABANDONED CAFE SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER DK0664'ABOUT LEVEL WITH THE ENTRANCE DRIVE AND IS FLUSH WITH THE GROUND. TO DK0664'REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 61 AT DK0664'CLEVELAND GO WEST ON STATE HIGHWAY 8 THROUGH TOWN FOR 2.3 MILES TO DK0664'THE AIRPORT ENTRANCE ON THE RIGHT. TURN RIGHT AND GO NORTH ON A BLACK DK0664'TOP ROAD FOR 0.2 MILES TO THE TERMINAL BUILDING AND THE MARK ON THE DK0664'RIGHT. DK0664 DK0664 STATION RECOVERY (1974) DK0664 DK0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 DK0664'RECOVERED IN GOOD CONDITION. DK0664 DK0664 STATION RECOVERY (2003) DK0664 DK0664'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0664'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0546 *********************************************************************** DK0546 DESIGNATION - M 240 DK0546 PID - DK0546 DK0546 STATE/COUNTY- MS/BOLIVAR DK0546 USGS QUAD - BEULAH (1969) DK0546 DK0546 *CURRENT SURVEY CONTROL DK0546 ___________________________________________________________________ DK0546* NAD 83(1986)- 33 47 10. (N) 090 58 57. (W) SCALED DK0546* NAVD 88 - 44.449 (meters) 145.83 (feet) ADJUSTED DK0546 ___________________________________________________________________ DK0546 GEOID HEIGHT- -26.47 (meters) GEOID99 DK0546 DYNAMIC HT - 44.403 (meters) 145.68 (feet) COMP DK0546 MODELED GRAV- 979,614.1 (mgal) NAVD 88 DK0546 DK0546 VERT ORDER - FIRST CLASS I DK0546 DK0546.The horizontal coordinates were scaled from a topographic map and have DK0546.an estimated accuracy of +/- 6 seconds. DK0546 DK0546.The orthometric height was determined by differential leveling DK0546.and adjusted by the National Geodetic Survey in July 1994. DK0546 DK0546.The geoid height was determined by GEOID99. DK0546 DK0546.The dynamic height is computed by dividing the NAVD 88 DK0546.geopotential number by the normal gravity value computed on the DK0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0546.degrees latitude (g = 980.6199 gals.). DK0546 DK0546.The modeled gravity was interpolated from observed gravity values. DK0546 DK0546; North East Units Estimated Accuracy DK0546;SPC MS W - 475,410. 639,880. MT (+/- 180 meters Scaled) DK0546 DK0546 SUPERSEDED SURVEY CONTROL DK0546 DK0546 NGVD 29 - 44.509 (m) 146.03 (f) ADJUSTED 1 1 DK0546 DK0546.Superseded values are not recommended for survey control. DK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0546.See file dsdata.txt to determine how the superseded data were derived. DK0546 DK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT867402(NAD 83) DK0546_MARKER: DV = VERTICAL CONTROL DISK DK0546_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DK0546_STAMPING: M 240 1974 DK0546_MARK LOGO: NGS DK0546_PROJECTION: FLUSH DK0546_MAGNETIC: I = MARKER IS A STEEL ROD DK0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DK0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0546+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0546_ROD/PIPE-DEPTH: 14.7 meters DK0546 DK0546 HISTORY - Date Condition Report By DK0546 HISTORY - 1974 MONUMENTED NGS DK0546 HISTORY - 19920123 GOOD NGS DK0546 HISTORY - 20030716 GOOD USACE DK0546 DK0546 STATION DESCRIPTION DK0546 DK0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0546'IN BEULAH. DK0546'0.20 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AND PAVED DK0546'INTERSECTION AT BEULAH, THENCE 0.10 MILE WEST ALONG A GRAVEL ROAD, AT DK0546'THE NORTHEAST SIDE OF AN OLD ABANDONED CEMETERY, 16.5 FEET SOUTH OF DK0546'THE CENTER LINE OF A GRAVEL ROAD, 108 FEET EAST OF A POWER POLE DK0546'SUPPORTING A TRANSFORMER AND A STREET LIGHT, 6.6 FEET SOUTH OF A POWER DK0546'POLE, 1.6 FEET WEST OF A FENCE, 105.7 FEET SOUTHEAST OF A FIRE PLUG, DK0546'0.7 FOOT SOUTH OF A METAL WITNESS POST, ON TOP OF A COPPER COATED DK0546'STEEL ROD, 0.3 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED BY A DK0546'4-INCH STEEL PIPE PROJECTING 0.1 FOOT. THE ROD WAS DRIVEN TO A DEPTH DK0546'OF 48 FEET. SECTION 27, T 22N, R 8W. DK0546 DK0546 STATION RECOVERY (1992) DK0546 DK0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0546'8.5 KM (5.30 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF DK0546'STATE HIGHWAY 8 IN ROSEDALE, IN THE NORTHEAST CORNER OF A CEMETERY, DK0546'102.3 M (335.6 FT) WEST OF THE HIGHWAY CENTERLINE, 32.8 M (107.6 FT) DK0546'EAST OF UTILITY LIGHT POLE NUMBER W15 S5 WITH A TRANSFORMER AND 4 GUY DK0546'CABLES, 5.1 M (16.7 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 2.5 M DK0546'(8.2 FT) SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A DK0546'WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD. DK0546'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS FLUSH WITH DK0546'THE GROUND SURFACE. DK0546 DK0546 STATION RECOVERY (2003) DK0546 DK0546'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0546'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0711 *********************************************************************** DK0711 DESIGNATION - M 46 DK0711 PID - DK0711 DK0711 STATE/COUNTY- MS/BOLIVAR DK0711 USGS QUAD - SHELBY (1969) DK0711 DK0711 *CURRENT SURVEY CONTROL DK0711 ___________________________________________________________________ DK0711* NAD 83(1986)- 33 59 13. (N) 090 45 39. (W) SCALED DK0711* NAVD 88 - 47.403 (meters) 155.52 (feet) ADJUSTED DK0711 ___________________________________________________________________ DK0711 GEOID HEIGHT- -26.41 (meters) GEOID99 DK0711 DYNAMIC HT - 47.356 (meters) 155.37 (feet) COMP DK0711 MODELED GRAV- 979,640.1 (mgal) NAVD 88 DK0711 DK0711 VERT ORDER - SECOND CLASS 0 DK0711 DK0711.The horizontal coordinates were scaled from a topographic map and have DK0711.an estimated accuracy of +/- 6 seconds. DK0711 DK0711.The orthometric height was determined by differential leveling DK0711.and adjusted by the National Geodetic Survey in June 1991. DK0711.WARNING-Repeat measurements at this control monument indicate possible DK0711.vertical movement. DK0711 DK0711.The geoid height was determined by GEOID99. DK0711 DK0711.The dynamic height is computed by dividing the NAVD 88 DK0711.geopotential number by the normal gravity value computed on the DK0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0711.degrees latitude (g = 980.6199 gals.). DK0711 DK0711.The modeled gravity was interpolated from observed gravity values. DK0711 DK0711; North East Units Estimated Accuracy DK0711;SPC MS W - 497,580. 660,500. MT (+/- 180 meters Scaled) DK0711 DK0711 SUPERSEDED SURVEY CONTROL DK0711 DK0711 NGVD 29 - 47.471 (m) 155.74 (f) ADJUSTED 2 0 DK0711 DK0711.Superseded values are not recommended for survey control. DK0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0711.See file dsdata.txt to determine how the superseded data were derived. DK0711 DK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT068629(NAD 83) DK0711_MARKER: DB = BENCH MARK DISK DK0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0711_STAMPING: M 46 1935 DK0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0711+STABILITY: SURFACE MOTION DK0711 DK0711 HISTORY - Date Condition Report By DK0711 HISTORY - 1935 MONUMENTED CGS DK0711 HISTORY - 1957 GOOD CGS DK0711 HISTORY - 1968 POOR USGS DK0711 HISTORY - 1972 GOOD MSHD DK0711 HISTORY - 20030714 MARK NOT FOUND USACE DK0711 DK0711 STATION DESCRIPTION DK0711 DK0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0711'2.65 MI N FROM SHELBY. DK0711'ABOUT 2.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE DK0711'STATION AT SHELBY, ABOUT 0.1 MILE SOUTHWEST OF A ROAD CROSSING, ABOUT DK0711'1.4 MILES SOUTHWEST OF THE STATION AT HUSHPUCKENA, 31 FEET SOUTHEAST DK0711'OF SOUTHEAST RAIL, 192 FEET WEST OF SOUTHWEST CORNER OF A WHITE FRAME DK0711'HOUSE, 80 FEET EAST-NORTHEAST AND ACROSS TRACK FROM MILE POST M 96, 59 DK0711'FEET SOUTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO. 4079, 2 FEET DK0711'SOUTHEAST OF A TELEPHONE POLE, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK DK0711'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. DK0711 DK0711 STATION RECOVERY (1968) DK0711 DK0711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 DK0711'MARK RECOVERED IN POOR CONDITION. DK0711 DK0711 STATION RECOVERY (1972) DK0711 DK0711'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 DK0711'THE MARK IS LOCATED 2.5 MILES NORTH-NORTHEAST OF SHELBY ON THE DK0711'SOUTHEAST ROW OF THE ILLINOIS CENTRAL RAILROAD TRACK, 1.5 MILES DK0711'SOUTHWEST OF THE COMMUNITY OF HUSHPUCKENA. IT IS 31.5 FEET SOUTHEAST DK0711'OF THE SOUTHEAST RAIL, 81 FEET EAST-NORTHEAST OF MILEPOST 96, 59.5 DK0711'FEET SOUTHEAST OF TELEPHONE NO. 4079, 3.5 FEET EAST OF A TELEPHONE DK0711'POLE, 2 FEET SOUTHEAST OF A ROW OF POLES SET IN THE TOP OF A 10 INCH DK0711'CONCRETE CYLINDER ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK AND DK0711'PROJECTS 6 INCHES. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32 AND DK0711'U.S. HIGHWAY 61 1 BLOCK WEST OF THE POST OFFICE IN SHELBY GO NORTH ON DK0711'U.S. HIGHWAY 61 FOR 2.7 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO DK0711'WEST ON A GRAVELED ROAD FOR 0.15 MILES TO A DRIVEWAY ON THE LEFT JUST DK0711'BEFORE REACHING THE RAILROAD TRACK. TURN LEFT AND GO SOUTHWEST ON THE DK0711'DRIVEWAY FOR 0.1 MILES TO THE MARK ON THE RIGHT JUST BEYOND THE POINT DK0711'WHERE THE DRIVEWAY TURNS EAST TO A RED BRICK SIDING HOUSE. DK0711 DK0711 STATION RECOVERY (2003) DK0711 DK0711'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0711'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0702 *********************************************************************** DK0702 DESIGNATION - N 199 DK0702 PID - DK0702 DK0702 STATE/COUNTY- MS/BOLIVAR DK0702 USGS QUAD - SHELBY (1969) DK0702 DK0702 *CURRENT SURVEY CONTROL DK0702 ___________________________________________________________________ DK0702* NAD 83(1986)- 33 56 59. (N) 090 46 04. (W) SCALED DK0702* NAVD 88 - 47.725 (meters) 156.58 (feet) ADJUSTED DK0702 ___________________________________________________________________ DK0702 GEOID HEIGHT- -26.40 (meters) GEOID99 DK0702 DYNAMIC HT - 47.677 (meters) 156.42 (feet) COMP DK0702 MODELED GRAV- 979,637.2 (mgal) NAVD 88 DK0702 DK0702 VERT ORDER - SECOND CLASS 0 DK0702 DK0702.The horizontal coordinates were scaled from a topographic map and have DK0702.an estimated accuracy of +/- 6 seconds. DK0702 DK0702.The orthometric height was determined by differential leveling DK0702.and adjusted by the National Geodetic Survey in June 1991. DK0702 DK0702.The geoid height was determined by GEOID99. DK0702 DK0702.The dynamic height is computed by dividing the NAVD 88 DK0702.geopotential number by the normal gravity value computed on the DK0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0702.degrees latitude (g = 980.6199 gals.). DK0702 DK0702.The modeled gravity was interpolated from observed gravity values. DK0702 DK0702; North East Units Estimated Accuracy DK0702;SPC MS W - 493,460. 659,840. MT (+/- 180 meters Scaled) DK0702 DK0702 SUPERSEDED SURVEY CONTROL DK0702 DK0702 NGVD 29 - 47.802 (m) 156.83 (f) ADJUSTED 2 0 DK0702 DK0702.Superseded values are not recommended for survey control. DK0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0702.See file dsdata.txt to determine how the superseded data were derived. DK0702 DK0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT062588(NAD 83) DK0702_MARKER: DB = BENCH MARK DISK DK0702_SETTING: 36 = BUILDING DK0702_STAMPING: N 199 1957 DK0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DK0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0702+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK0702 DK0702 HISTORY - Date Condition Report By DK0702 HISTORY - 1957 MONUMENTED CGS DK0702 HISTORY - 1972 GOOD MSHD DK0702 HISTORY - 20030714 GOOD USACE DK0702 DK0702 STATION DESCRIPTION DK0702 DK0702'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 DK0702'IN SHELBY. DK0702'THE MARK IS LOCATED 1 BLOCK SOUTH OF THE JUNCTION OF STATE HIGHWAY 32 DK0702'AND U.S. HIGHWAY 61 IN SHELBY IN THE FACE OF THE WEST WALL NEAR THE DK0702'NORTHWEST CORNER OF THE MUNICIPAL BUILDICGS AND MASONIC LODGE IN THE DK0702'NORTHEAST 1/4 OF SECTION 12, T 24N, R 6W. IT IS 62 FEET EAST OF THE DK0702'CENTER OF HIGHWAY 61, 45 FEET SOUTH OF THE CENTER OF 3RD AVENUE, 1 DK0702'FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING SET VERTICALLY IN DK0702'THE FACE OF THE WEST BRICK WALL AT THE NORTHWEST CORNER OF THE DK0702'BUILDING AND IS 2.5 FEET ABOVE THE WALK. DK0702 DK0702 STATION RECOVERY (2003) DK0702 DK0702'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0702'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0708 *********************************************************************** DK0708 DESIGNATION - N 46 DK0708 PID - DK0708 DK0708 STATE/COUNTY- MS/BOLIVAR DK0708 USGS QUAD - SHELBY (1969) DK0708 DK0708 *CURRENT SURVEY CONTROL DK0708 ___________________________________________________________________ DK0708* NAD 83(1986)- 33 57 34. (N) 090 46 05. (W) SCALED DK0708* NAVD 88 - 46.830 (meters) 153.64 (feet) ADJUSTED DK0708 ___________________________________________________________________ DK0708 GEOID HEIGHT- -26.41 (meters) GEOID99 DK0708 DYNAMIC HT - 46.783 (meters) 153.49 (feet) COMP DK0708 MODELED GRAV- 979,637.9 (mgal) NAVD 88 DK0708 DK0708 VERT ORDER - SECOND CLASS 0 DK0708 DK0708.The horizontal coordinates were scaled from a topographic map and have DK0708.an estimated accuracy of +/- 6 seconds. DK0708 DK0708.The orthometric height was determined by differential leveling DK0708.and adjusted by the National Geodetic Survey in June 1991. DK0708 DK0708.The geoid height was determined by GEOID99. DK0708 DK0708.The dynamic height is computed by dividing the NAVD 88 DK0708.geopotential number by the normal gravity value computed on the DK0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0708.degrees latitude (g = 980.6199 gals.). DK0708 DK0708.The modeled gravity was interpolated from observed gravity values. DK0708 DK0708; North East Units Estimated Accuracy DK0708;SPC MS W - 494,530. 659,820. MT (+/- 180 meters Scaled) DK0708 DK0708 SUPERSEDED SURVEY CONTROL DK0708 DK0708 NGVD 29 - 46.905 (m) 153.89 (f) ADJUSTED 2 0 DK0708 DK0708.Superseded values are not recommended for survey control. DK0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0708.See file dsdata.txt to determine how the superseded data were derived. DK0708 DK0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT062599(NAD 83) DK0708_MARKER: DB = BENCH MARK DISK DK0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0708_STAMPING: N 46 1935 DK0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0708+STABILITY: SURFACE MOTION DK0708 DK0708 HISTORY - Date Condition Report By DK0708 HISTORY - 1935 MONUMENTED CGS DK0708 HISTORY - 1972 GOOD MSHD DK0708 HISTORY - 20030714 MARK NOT FOUND USACE DK0708 DK0708 STATION DESCRIPTION DK0708 DK0708'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 DK0708'0.6 MI N FROM SHELBY. DK0708'THE MARK IS LOCATED 0.6 MILE NORTH OF SHELBY NEAR THE EAST ROW OF THE DK0708'ILLINOIS CENTRAL RAILROAD TRACK AND THE WEST ROW OF THE U.S. HIGHWAY DK0708'61. IT IS 38 FEET WEST OF THE CENTER OF HIGHWAY 61, 27.5 FEET EAST OF DK0708'THE EAST RAIL, 168 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD, 49.5 DK0708'FEET NE AND ACROSS THE TRACK FROM MILEPOST 98, 76.5 FEET NE OF DK0708'TELEPHONE POLE NO. 4161, 76.5 FEET SE OF TELEPHONE POLE NO. 4160, 146 DK0708'FEET NW OF POWER POLE NO. P 17, 2.5 FEET SW OF A TELEPHONE POLE, 2 DK0708'FEET WEST OF A ROW OF POLES, 1 FOOT NORTH OF A METAL WITNESS POST SET DK0708'IN THE TOP OF A 10 INCH CYLINDER ABOUT 4 FEET BELOW THE LEVEL OF THE DK0708'TRACK AND IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF DK0708'STATE HIGHWAY 32 AND U.S. HIGHWAY 61 1 BLOCK WEST OF THE POST OFFICE DK0708'IN SHELBY GO NORTH ON U.S. HIGHWAY 61 FOR 0.6 MILES TO THE MARK ON THE DK0708'LEFT ABOUT 100 YARDS BEYOND THE FEDERAL COMPRESS. DK0708 DK0708 STATION RECOVERY (2003) DK0708 DK0708'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0708'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0707 *********************************************************************** DK0707 DESIGNATION - P 199 DK0707 PID - DK0707 DK0707 STATE/COUNTY- MS/BOLIVAR DK0707 USGS QUAD - SHELBY (1969) DK0707 DK0707 *CURRENT SURVEY CONTROL DK0707 ___________________________________________________________________ DK0707* NAD 83(1986)- 33 57 19. (N) 090 46 10. (W) SCALED DK0707* NAVD 88 - 46.635 (meters) 153.00 (feet) ADJUSTED DK0707 ___________________________________________________________________ DK0707 GEOID HEIGHT- -26.40 (meters) GEOID99 DK0707 DYNAMIC HT - 46.588 (meters) 152.85 (feet) COMP DK0707 MODELED GRAV- 979,637.5 (mgal) NAVD 88 DK0707 DK0707 VERT ORDER - SECOND CLASS 0 DK0707 DK0707.The horizontal coordinates were scaled from a topographic map and have DK0707.an estimated accuracy of +/- 6 seconds. DK0707 DK0707.The orthometric height was determined by differential leveling DK0707.and adjusted by the National Geodetic Survey in June 1991. DK0707.WARNING-Repeat measurements at this control monument indicate possible DK0707.vertical movement. DK0707 DK0707.The geoid height was determined by GEOID99. DK0707 DK0707.The dynamic height is computed by dividing the NAVD 88 DK0707.geopotential number by the normal gravity value computed on the DK0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0707.degrees latitude (g = 980.6199 gals.). DK0707 DK0707.The modeled gravity was interpolated from observed gravity values. DK0707 DK0707; North East Units Estimated Accuracy DK0707;SPC MS W - 494,070. 659,690. MT (+/- 180 meters Scaled) DK0707 DK0707 SUPERSEDED SURVEY CONTROL DK0707 DK0707 NGVD 29 - 46.711 (m) 153.25 (f) ADJUSTED 2 0 DK0707 DK0707.Superseded values are not recommended for survey control. DK0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0707.See file dsdata.txt to determine how the superseded data were derived. DK0707 DK0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT061594(NAD 83) DK0707_MARKER: DB = BENCH MARK DISK DK0707_SETTING: 30 = CONCRETE FOOTING DK0707_STAMPING: P 199 1957 DK0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0707+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK0707 DK0707 HISTORY - Date Condition Report By DK0707 HISTORY - 1957 MONUMENTED CGS DK0707 HISTORY - 1972 GOOD MSHD DK0707 HISTORY - 20030714 GOOD USACE DK0707 DK0707 STATION DESCRIPTION DK0707 DK0707'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 DK0707'0.3 MI N FROM SHELBY. DK0707'THE MARK IS LOCATED 0.3 MILE NORTH OF SHELBY ABOUT 120 YARDS WEST OF DK0707'U.S. HIGHWAY 61 IN THE SOUTH CORNER OF THE SOUTHEAST LEG OF THE SOUTH DK0707'ONE OF TWO WATER TANKS ON BY THE FEDERAL COMPRESS COMPANY IN THE DK0707'SOUTHEAST 1/4 OF SECTION 12, T 24N, R 6W. IT IS 50.5 FEET NORTHEAST DK0707'OF THE NORTHWEST CORNER OF THE SOUTHWEST WING OF THE COMPRESS, 25 FEET DK0707'WEST OF THE WEST WALL OF THE COMPRESS SET IN A DRILL HOLE IN THE SOUTH DK0707'CORNER OF THE SOUTHEAST CONCRETE FOOTING OF THE TANK AND IS ABOUT 1 DK0707'1/2 FEET ABOVE THE GROUND. TO REACH FROM THE JUNCTION OF STATE DK0707'HIGHWAY 32 AND U.S. HIGHWAY 61 1 BLOCK WEST OF THE POST OFFICE IN DK0707'SHELBY GO NORTH ON U.S. HIGHWAY 61 FOR 0.3 MILES TO THE TANK AND THE DK0707'MARK ON THE LEFT. DK0707 DK0707 STATION RECOVERY (2003) DK0707 DK0707'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0707'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0574 *********************************************************************** DK0574 DESIGNATION - P 240 DK0574 PID - DK0574 DK0574 STATE/COUNTY- MS/BOLIVAR DK0574 USGS QUAD - GUNNISON (1969) DK0574 DK0574 *CURRENT SURVEY CONTROL DK0574 ___________________________________________________________________ DK0574* NAD 83(1986)- 33 57 59. (N) 090 55 07. (W) SCALED DK0574* NAVD 88 - 46.441 (meters) 152.37 (feet) ADJUSTED DK0574 ___________________________________________________________________ DK0574 GEOID HEIGHT- -26.44 (meters) GEOID99 DK0574 DYNAMIC HT - 46.394 (meters) 152.21 (feet) COMP DK0574 MODELED GRAV- 979,634.9 (mgal) NAVD 88 DK0574 DK0574 VERT ORDER - FIRST CLASS I DK0574 DK0574.The horizontal coordinates were scaled from a topographic map and have DK0574.an estimated accuracy of +/- 6 seconds. DK0574 DK0574.The orthometric height was determined by differential leveling DK0574.and adjusted by the National Geodetic Survey in June 1991. DK0574 DK0574.The geoid height was determined by GEOID99. DK0574 DK0574.The dynamic height is computed by dividing the NAVD 88 DK0574.geopotential number by the normal gravity value computed on the DK0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0574.degrees latitude (g = 980.6199 gals.). DK0574 DK0574.The modeled gravity was interpolated from observed gravity values. DK0574 DK0574; North East Units Estimated Accuracy DK0574;SPC MS W - 495,370. 645,910. MT (+/- 180 meters Scaled) DK0574 DK0574 SUPERSEDED SURVEY CONTROL DK0574 DK0574 NGVD 29 - 46.497 (m) 152.55 (f) ADJUSTED 1 1 DK0574 DK0574.Superseded values are not recommended for survey control. DK0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0574.See file dsdata.txt to determine how the superseded data were derived. DK0574 DK0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT923603(NAD 83) DK0574_MARKER: DV = VERTICAL CONTROL DISK DK0574_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DK0574_STAMPING: P 240 1974 DK0574_MARK LOGO: NGS DK0574_PROJECTION: FLUSH DK0574_MAGNETIC: I = MARKER IS A STEEL ROD DK0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DK0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0574+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK0574_ROD/PIPE-DEPTH: 14.6 meters DK0574 DK0574 HISTORY - Date Condition Report By DK0574 HISTORY - 1974 MONUMENTED NGS DK0574 HISTORY - 19920124 GOOD NGS DK0574 HISTORY - 20001011 GOOD USE DK0574 HISTORY - 20030714 GOOD USACE DK0574 DK0574 STATION DESCRIPTION DK0574 DK0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0574'2.15 MI NE FROM GUNNISON. DK0574'ABOUT 2 MILES NORTHEAST ALONG STATE HIGHWAY 1 FROM THE GUNNISON DK0574'BAPTIST CHURCH AT GUNNISON, THENCE 0.15 MILE EAST ALONG STATE HIGHWAY DK0574'32, ABOUT 0.15 MILE WEST OF THE MERCY SEAT CHURCH, 30.4 FEET SOUTH OF DK0574'THE CENTER LINE OF THE HIGHWAY, 17.6 FEET NORTH OF A POWER POLE DK0574'SUPPORTING A TRANSFORMER AND WITH A GUY WIRE, 0.9 FOOT WEST OF THE DK0574'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION TO A GRANITE STONE DK0574'MEMORIAL HIGHWAY MARKER, ABOUT LEVEL WITH THE HIGHWAY AND ON TOP OF A DK0574'COPPER COATED STEEL ROD, 0.3 FOOT BELOW LEVEL OF THE GROUND AND DK0574'PROTECTED BY A 4-INCH STEEL PIPE FLUSH WITH THE GROUND. THE ROD WAS DK0574'DRIVEN TO A DEPTH OF 48 FEET. SECTION 3, T 24N, R 7W. DK0574 DK0574 STATION RECOVERY (1992) DK0574 DK0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0574'17.3 KM (10.75 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE DK0574'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, THENCE 0.2 KM (0.10 MI) DK0574'EASTERLY ALONG STATE HIGHWAY 32, 9.4 M (30.8 FT) SOUTH OF AND LEVEL DK0574'WITH THE HIGHWAY CENTERLINE, 5.4 M (17.7 FT) NORTH OF A UTILITY POLE DK0574'WITH A TRANSFORMER AND A GUY CABLE, AND 0.3 M (1.0 FT) WEST OF THE DK0574'SOUTHWEST CORNER OF A HIGHWAY MEMORIAL MONUMENT. NOTE--THE DISK IS DK0574'ENCASED IN A 4-INCH METAL PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW DK0574'THE GROUND SURFACE. DK0574 DK0574 STATION RECOVERY (2000) DK0574 DK0574'RECOVERY NOTE BY US ENGINEERS 2000 (JMH) DK0574'RECOVERED IN GOOD CONDITION. DK0574 DK0574 STATION RECOVERY (2003) DK0574 DK0574'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0574'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0700 *********************************************************************** DK0700 DESIGNATION - P 46 DK0700 PID - DK0700 DK0700 STATE/COUNTY- MS/BOLIVAR DK0700 USGS QUAD - SHELBY (1969) DK0700 DK0700 *CURRENT SURVEY CONTROL DK0700 ___________________________________________________________________ DK0700* NAD 83(1986)- 33 55 50. (N) 090 46 06. (W) SCALED DK0700* NAVD 88 - 44.558 (meters) 146.19 (feet) ADJUSTED DK0700 ___________________________________________________________________ DK0700 GEOID HEIGHT- -26.40 (meters) GEOID99 DK0700 DYNAMIC HT - 44.513 (meters) 146.04 (feet) COMP DK0700 MODELED GRAV- 979,635.6 (mgal) NAVD 88 DK0700 DK0700 VERT ORDER - SECOND CLASS 0 DK0700 DK0700.The horizontal coordinates were scaled from a topographic map and have DK0700.an estimated accuracy of +/- 6 seconds. DK0700 DK0700.The orthometric height was determined by differential leveling DK0700.and adjusted by the National Geodetic Survey in June 1991. DK0700.WARNING-Repeat measurements at this control monument indicate possible DK0700.vertical movement. DK0700 DK0700.The geoid height was determined by GEOID99. DK0700 DK0700.The dynamic height is computed by dividing the NAVD 88 DK0700.geopotential number by the normal gravity value computed on the DK0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0700.degrees latitude (g = 980.6199 gals.). DK0700 DK0700.The modeled gravity was interpolated from observed gravity values. DK0700 DK0700; North East Units Estimated Accuracy DK0700;SPC MS W - 491,330. 659,780. MT (+/- 180 meters Scaled) DK0700 DK0700 SUPERSEDED SURVEY CONTROL DK0700 DK0700 NGVD 29 - 44.637 (m) 146.45 (f) ADJUSTED 2 0 DK0700 DK0700.Superseded values are not recommended for survey control. DK0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0700.See file dsdata.txt to determine how the superseded data were derived. DK0700 DK0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT062566(NAD 83) DK0700_MARKER: DB = BENCH MARK DISK DK0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0700+STABILITY: SURFACE MOTION DK0700 DK0700 HISTORY - Date Condition Report By DK0700 HISTORY - UNK MONUMENTED CGS DK0700 HISTORY - 1957 POOR CGS DK0700 HISTORY - 1972 POOR MSHD DK0700 HISTORY - 20030714 MARK NOT FOUND USACE DK0700 DK0700 STATION DESCRIPTION DK0700 DK0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0700'1.35 MI S FROM SHELBY. DK0700'ABOUT 1.35 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE DK0700'STATION AT SHELBY, 26-3/4 FEET EAST OF EAST RAIL, 79 FEET NORTHEAST DK0700'AND ACROSS TRACK FROM TELEPHONE POLE NO. 4239, 71 FEET NORTH-NORTHEAST DK0700'AND ACROSS TRACK FROM MILE POST M 100, 40 FEET WEST OF CENTER LINE OF DK0700'A GRAVEL ROAD PARALLEL TO TRACK, 75 FEET NORTH OF NORTHEAST CORNER OF DK0700'A RAILROAD TRESTLE, 6 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF DK0700'A CONCRETE POST PROJECTING 1 INCH. NOTE-- THE MARK HAS BEEN RUN OVER DK0700'BY HEAVY EQUIPMENT AND THE SOUTH 1/2 OF DISK IS MISSING. THE POST DOES DK0700'NOT APPEAR TO BE BROKEN AND MAY HOLD ITS PRESENT ELEVATION. ONLY THE DK0700'FOLLOWING STAMPING REMAINS ON THE DISK P 193. DK0700 DK0700 STATION RECOVERY (1972) DK0700 DK0700'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1972 DK0700'THE MARK IS LOCATED 1.4 MILES SOUTH OF SHELBY ON THE EAST ROW OF THE DK0700'ILLINOIS CENTRAL RAILROAD TRACK IN THE SOUTHWEST 1/4 OF THE NORTHEAST DK0700'1/4 OF SECTION 13, T 24N, R 6W. IT IS 27 FEET EAST OF THE EAST RAIL, DK0700'39 FEET WEST OF THE CENTER OF A BLACK TOP ROAD, 70.5 FEET NORTHEAST DK0700'AND ACROSS THE TRACK FROM MILEPOST 100, 75 FEET NORTH-NORTHEAST OF DK0700'THE NORTHEAST CORNER OF A RAILROAD TRESTLE, 79 FEET NORTHEAST OF DK0700'TELEPHONE POLE NO. 4239, 29.5 FEET NORTH OF ANOTHER TELEPHONE POLE, DK0700'119.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A CYCLONE FENCE DK0700'AROUND A TEXACO BULK PLANT, 87 FEET SOUTH OF THE CENTER OF A RAMP, 1 DK0700'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A 10 INCH DK0700'CONCRETE CYLINDER ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND IS DK0700'FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32 DK0700'AND U.S. HIGHWAY 61 1 BLOCK WEST OF THE POST OFFICE IN SHELBY GO DK0700'SOUTH ON U.S. HIGHWAY 61 FOR 1.05 MILES TO A FORK. TAKE THE RIGHT DK0700'FORK AND GO SOUTH ON A BLACK TOP ROAD FOR 0.4 MILES TO THE MARK ON DK0700'THE RIGHT JUST BEFORE REACHING A CONCRETE BRIDGE. DK0700 DK0700 STATION RECOVERY (2003) DK0700 DK0700'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0700'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0543 *********************************************************************** DK0543 DESIGNATION - PBM 16 M CAP USE DK0543 PID - DK0543 DK0543 STATE/COUNTY- MS/BOLIVAR DK0543 USGS QUAD - BEULAH (1969) DK0543 DK0543 *CURRENT SURVEY CONTROL DK0543 ___________________________________________________________________ DK0543* NAD 83(1986)- 33 47 10. (N) 090 58 57. (W) SCALED DK0543* NAVD 88 - 44.671 (meters) 146.56 (feet) ADJUSTED DK0543 ___________________________________________________________________ DK0543 GEOID HEIGHT- -26.47 (meters) GEOID99 DK0543 DYNAMIC HT - 44.625 (meters) 146.41 (feet) COMP DK0543 MODELED GRAV- 979,614.1 (mgal) NAVD 88 DK0543 DK0543 VERT ORDER - FIRST CLASS I DK0543 DK0543.The horizontal coordinates were scaled from a topographic map and have DK0543.an estimated accuracy of +/- 6 seconds. DK0543 DK0543.The orthometric height was determined by differential leveling DK0543.and adjusted by the National Geodetic Survey in June 1991. DK0543 DK0543.The geoid height was determined by GEOID99. DK0543 DK0543.The dynamic height is computed by dividing the NAVD 88 DK0543.geopotential number by the normal gravity value computed on the DK0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0543.degrees latitude (g = 980.6199 gals.). DK0543 DK0543.The modeled gravity was interpolated from observed gravity values. DK0543 DK0543; North East Units Estimated Accuracy DK0543;SPC MS W - 475,410. 639,880. MT (+/- 180 meters Scaled) DK0543 DK0543 SUPERSEDED SURVEY CONTROL DK0543 DK0543 NGVD 29 - 44.748 (m) 146.81 (f) ADJUSTED 1 1 DK0543 DK0543.Superseded values are not recommended for survey control. DK0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0543.See file dsdata.txt to determine how the superseded data were derived. DK0543 DK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT867402(NAD 83) DK0543_MARKER: C = CAP OF CAP-AND-BOLT PAIR DK0543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DK0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0543 DK0543 HISTORY - Date Condition Report By DK0543 HISTORY - 1929 MONUMENTED USE DK0543 HISTORY - 1934 GOOD CGS DK0543 HISTORY - 20030716 MARK NOT FOUND USACE DK0543 DK0543 STATION DESCRIPTION DK0543 DK0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 DK0543'IN BEULAH. DK0543'B.M. IS A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 12 IN. ABOVE THE DK0543'GROUND. LOCATED ON LEFT BANK OF MISSISSIPPI RIVER, AT BEULAH, BOLIVAR DK0543'COUNTY, MISSISSIPPI. ABOUT 1/4 MILE SOUTH OF MISS. STATE HWY. 1 FROM DK0543'CENTER OF BEULAH, MISS. AT SOUTHWEST CORNER OF A CEMETERY, WHICH DK0543'IS SOUTH OF ST. PETERS CHURCH. AND APPROX. 600 FT. ON LANDSIDE OF DK0543'MAIN LEVEE. DK0543 DK0543 STATION RECOVERY (2003) DK0543 DK0543'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0543'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0540 *********************************************************************** DK0540 DESIGNATION - PBM 17 M CAP USE DK0540 PID - DK0540 DK0540 STATE/COUNTY- MS/BOLIVAR DK0540 USGS QUAD - BEULAH (1969) DK0540 DK0540 *CURRENT SURVEY CONTROL DK0540 ___________________________________________________________________ DK0540* NAD 83(1986)- 33 47 03. (N) 090 58 49. (W) SCALED DK0540* NAVD 88 - 44.414 (meters) 145.71 (feet) ADJUSTED DK0540 ___________________________________________________________________ DK0540 GEOID HEIGHT- -26.47 (meters) GEOID99 DK0540 DYNAMIC HT - 44.368 (meters) 145.56 (feet) COMP DK0540 MODELED GRAV- 979,613.9 (mgal) NAVD 88 DK0540 DK0540 VERT ORDER - FIRST CLASS I DK0540 DK0540.The horizontal coordinates were scaled from a topographic map and have DK0540.an estimated accuracy of +/- 6 seconds. DK0540 DK0540.The orthometric height was determined by differential leveling DK0540.and adjusted by the National Geodetic Survey in June 1991. DK0540 DK0540.The geoid height was determined by GEOID99. DK0540 DK0540.The dynamic height is computed by dividing the NAVD 88 DK0540.geopotential number by the normal gravity value computed on the DK0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0540.degrees latitude (g = 980.6199 gals.). DK0540 DK0540.The modeled gravity was interpolated from observed gravity values. DK0540 DK0540; North East Units Estimated Accuracy DK0540;SPC MS W - 475,200. 640,080. MT (+/- 180 meters Scaled) DK0540 DK0540 SUPERSEDED SURVEY CONTROL DK0540 DK0540 NGVD 29 - 44.510 (m) 146.03 (f) ADJUSTED 1 1 DK0540 DK0540.Superseded values are not recommended for survey control. DK0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0540.See file dsdata.txt to determine how the superseded data were derived. DK0540 DK0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT870400(NAD 83) DK0540_MARKER: P = PIPE CAP DK0540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DK0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0540+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0540 DK0540 HISTORY - Date Condition Report By DK0540 HISTORY - 1929 MONUMENTED USE DK0540 HISTORY - 1934 GOOD CGS DK0540 HISTORY - 20030716 GOOD USACE DK0540 DK0540 STATION DESCRIPTION DK0540 DK0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 DK0540'IN BEULAH. DK0540'B.M. IS A PIPE STONE BENCH, TOP OF PIPE IS ABOUT 12 IN. ABOVE THE DK0540'GROUND. LOCATED ON LEFT BANK OF MISSISSIPPI RIVER, AT BEULAH, BOLIVAR DK0540'COUNTY, MISSISSIPPI. ABOUT 1/2 MILE SOUTH OF MISS. STATE HWY. 1 FROM DK0540'CENTER OF BEULAH. 4 FT. FROM NORTHEAST CORNER OF MARY MARIA CHURCH, DK0540'WHICH IS LOCATED ON LOCAL ROAD LEADING FROM HWY. 1. 58 FT. WEST OF DK0540'CENTER LINE OF Y. AND M. V. R.R. TRACKS. ON LANDSIDE AND APPROX. 1100 DK0540'FT. FROM CENTER LINE OF MAIN LEVEE. DK0540 DK0540 STATION RECOVERY (2003) DK0540 DK0540'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0540'MARK IS IN CEMETARY AT SOUTH EDGE OF BEULAH, WEST OF OLD RAILROAD DK0540'TRACK. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0560 *********************************************************************** DK0560 DESIGNATION - PBM 9 M CAP USE DK0560 PID - DK0560 DK0560 STATE/COUNTY- MS/BOLIVAR DK0560 USGS QUAD - GUNNISON (1969) DK0560 DK0560 *CURRENT SURVEY CONTROL DK0560 ___________________________________________________________________ DK0560* NAD 83(1986)- 33 56 45. (N) 090 56 45. (W) SCALED DK0560* NAVD 88 - 47.055 (meters) 154.38 (feet) ADJUSTED DK0560 ___________________________________________________________________ DK0560 GEOID HEIGHT- -26.43 (meters) GEOID99 DK0560 DYNAMIC HT - 47.008 (meters) 154.23 (feet) COMP DK0560 MODELED GRAV- 979,632.7 (mgal) NAVD 88 DK0560 DK0560 VERT ORDER - FIRST CLASS I DK0560 DK0560.The horizontal coordinates were scaled from a topographic map and have DK0560.an estimated accuracy of +/- 6 seconds. DK0560 DK0560.The orthometric height was determined by differential leveling DK0560.and adjusted by the National Geodetic Survey in June 1991. DK0560 DK0560.The geoid height was determined by GEOID99. DK0560 DK0560.The dynamic height is computed by dividing the NAVD 88 DK0560.geopotential number by the normal gravity value computed on the DK0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0560.degrees latitude (g = 980.6199 gals.). DK0560 DK0560.The modeled gravity was interpolated from observed gravity values. DK0560 DK0560; North East Units Estimated Accuracy DK0560;SPC MS W - 493,110. 643,380. MT (+/- 180 meters Scaled) DK0560 DK0560 SUPERSEDED SURVEY CONTROL DK0560 DK0560 NGVD 29 - 47.112 (m) 154.57 (f) ADJUSTED 1 1 DK0560 DK0560.Superseded values are not recommended for survey control. DK0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0560.See file dsdata.txt to determine how the superseded data were derived. DK0560 DK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT898580(NAD 83) DK0560_MARKER: C = CAP OF CAP-AND-BOLT PAIR DK0560_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DK0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0560 DK0560 HISTORY - Date Condition Report By DK0560 HISTORY - UNK MONUMENTED USE DK0560 HISTORY - 1934 GOOD CGS DK0560 HISTORY - 20030714 MARK NOT FOUND USACE DK0560 DK0560 STATION DESCRIPTION DK0560 DK0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 DK0560'IN GUNNISON. DK0560'B.M. IS A PIPE STONE BENCH, TOP OF CAP IS ABOUT 12 INCHES ABOVE GROUND DK0560'ON LANDSIDE OF LEVEE. LOCATED ON LEFT BANK OF THE MISSISSIPPI RIVER, DK0560'IN GUNNISON, BOLIVAR COUNTY, MISSISSIPPI. 87.7 FT. NORTH OF JUNCTION DK0560'OF CONCORD AVENUE AND SECOND ST. IN THE SOUTHWEST CORNER OF FENCE ON DK0560'VACANT LOT PROPERTY BELONGING TO SAM JACOBS. 143 DEG-37 MIN-00 SEC DK0560'AND 422 FT. TO NORTHWEST CORNER OF MASONIC LODGE BUILDING. DK0560 DK0560 STATION RECOVERY (2003) DK0560 DK0560'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0560'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0799 *********************************************************************** DK0799 DESIGNATION - Q 240 DK0799 PID - DK0799 DK0799 STATE/COUNTY- MS/BOLIVAR DK0799 USGS QUAD - ROSEDALE (1972) DK0799 DK0799 *CURRENT SURVEY CONTROL DK0799 ___________________________________________________________________ DK0799* NAD 83(1986)- 33 50 36. (N) 091 01 39. (W) SCALED DK0799* NAVD 88 - 45.192 (meters) 148.27 (feet) ADJUSTED DK0799 ___________________________________________________________________ DK0799 GEOID HEIGHT- -26.44 (meters) GEOID99 DK0799 DYNAMIC HT - 45.146 (meters) 148.12 (feet) COMP DK0799 MODELED GRAV- 979,621.1 (mgal) NAVD 88 DK0799 DK0799 VERT ORDER - FIRST CLASS I DK0799 DK0799.The horizontal coordinates were scaled from a topographic map and have DK0799.an estimated accuracy of +/- 6 seconds. DK0799 DK0799.The orthometric height was determined by differential leveling DK0799.and adjusted by the National Geodetic Survey in June 1991. DK0799 DK0799.The geoid height was determined by GEOID99. DK0799 DK0799.The dynamic height is computed by dividing the NAVD 88 DK0799.geopotential number by the normal gravity value computed on the DK0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0799.degrees latitude (g = 980.6199 gals.). DK0799 DK0799.The modeled gravity was interpolated from observed gravity values. DK0799 DK0799; North East Units Estimated Accuracy DK0799;SPC MS W - 481,790. 635,760. MT (+/- 180 meters Scaled) DK0799 DK0799 SUPERSEDED SURVEY CONTROL DK0799 DK0799 NGVD 29 - 45.260 (m) 148.49 (f) ADJUSTED 1 1 DK0799 DK0799.Superseded values are not recommended for survey control. DK0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0799.See file dsdata.txt to determine how the superseded data were derived. DK0799 DK0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT825465(NAD 83) DK0799_MARKER: DV = VERTICAL CONTROL DISK DK0799_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DK0799_STAMPING: Q 240 1974 DK0799_MARK LOGO: NGS DK0799_PROJECTION: RECESSED 10 CENTIMETERS DK0799_MAGNETIC: I = MARKER IS A STEEL ROD DK0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DK0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0799+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0799_ROD/PIPE-DEPTH: 14.6 meters DK0799 DK0799 HISTORY - Date Condition Report By DK0799 HISTORY - 1974 MONUMENTED NGS DK0799 HISTORY - 19920123 GOOD NGS DK0799 HISTORY - 20030716 GOOD USACE DK0799 DK0799 STATION DESCRIPTION DK0799 DK0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0799'0.70 MI S FROM ROSEDALE. DK0799'ABOUT 0.70 MILE SOUTH ALONG STATE HIGHWAY 1 (MAIN STREET) FROM THE DK0799'COURTHOUSE AT ROSEDALE, AT THE SOUTHEAST SIDE OF THE LAWN OF THE DK0799'TRINITY BAPTIST CHURCH, 99.8 FEET SOUTHEAST OF THE CENTER OF THE EAST DK0799'ENTRANCE TO THE CHURCH BRICK BUILDING, 63.5 FEET WEST OF THE CENTER DK0799'LINE OF THE HIGHWAY, 21 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD DK0799'LEADING WEST, 2.2 FEET EAST OF A POWER POLE WITH A GUY WIRE, 8.4 FEET DK0799'WEST OF THE GUY WIRE, 1 FOOT BELOW LEVEL OF THE HIGHWAY, AND ON TOP OF DK0799'A COPPER COATED STEEL ROD, 0.1 FOOT BELOW LEVEL OF THE GROUND AND DK0799'PROTECTED BY A 4-INCH STEEL PIPE FLUSH WITH THE GROUND. THE ROD WAS DK0799'DRIVEN TO A DEPTH OF 48 FEET. SECTION 16, T 23N, R 8W. NOTE-- ROD DK0799'DRIVING HARD AT 48 FEET. DK0799 DK0799 STATION RECOVERY (1992) DK0799 DK0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0799'0.2 KM (0.10 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF DK0799'STATE HIGHWAY 8 IN ROSEDALE, 28.3 M (92.8 FT) EAST-SOUTHEAST OF THE DK0799'SOUTHEAST CORNER OF THE TRINITY BAPTIST CHURCH, 19.1 M (62.7 FT) WEST DK0799'OF THE CENTER OF THE HIGHWAY, 6.4 M (21.0 FT) NORTH OF AND LEVEL WITH DK0799'THE CENTER OF A PAVED ROAD, 4.9 M (16.1 FT) WEST OF UTILITY LIGHT DK0799'POLE NUMBER 2 A 324, AND 0.6 M (2.0 FT) EAST OF A UTILITY POLE WITH A DK0799'GUY CABLE. NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS DK0799'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. DK0799 DK0799 STATION RECOVERY (2003) DK0799 DK0799'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0799'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0801 *********************************************************************** DK0801 DESIGNATION - ROSEDALE DK0801 PID - DK0801 DK0801 STATE/COUNTY- MS/BOLIVAR DK0801 USGS QUAD - ROSEDALE (1972) DK0801 DK0801 *CURRENT SURVEY CONTROL DK0801 ___________________________________________________________________ DK0801* NAD 83(1986)- 33 51 14. (N) 091 01 39. (W) SCALED DK0801* NAVD 88 - 45.548 (meters) 149.44 (feet) ADJUSTED DK0801 ___________________________________________________________________ DK0801 GEOID HEIGHT- -26.43 (meters) GEOID99 DK0801 DYNAMIC HT - 45.501 (meters) 149.28 (feet) COMP DK0801 MODELED GRAV- 979,622.4 (mgal) NAVD 88 DK0801 DK0801 VERT ORDER - FIRST CLASS II DK0801 DK0801.The horizontal coordinates were scaled from a topographic map and have DK0801.an estimated accuracy of +/- 6 seconds. DK0801 DK0801.The orthometric height was determined by differential leveling DK0801.and adjusted by the National Geodetic Survey in June 1991. DK0801.WARNING-Repeat measurements at this control monument indicate possible DK0801.vertical movement. DK0801 DK0801.The geoid height was determined by GEOID99. DK0801 DK0801.The dynamic height is computed by dividing the NAVD 88 DK0801.geopotential number by the normal gravity value computed on the DK0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0801.degrees latitude (g = 980.6199 gals.). DK0801 DK0801.The modeled gravity was interpolated from observed gravity values. DK0801 DK0801; North East Units Estimated Accuracy DK0801;SPC MS W - 482,960. 635,760. MT (+/- 180 meters Scaled) DK0801 DK0801 SUPERSEDED SURVEY CONTROL DK0801 DK0801 NGVD 29 - 45.615 (m) 149.66 (f) ADJUSTED 1 2 DK0801 DK0801.Superseded values are not recommended for survey control. DK0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0801.See file dsdata.txt to determine how the superseded data were derived. DK0801 DK0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT824477(NAD 83) DK0801_MARKER: DB = BENCH MARK DISK DK0801_SETTING: 35 = BALUSTRADE DK0801_STAMPING: ROSEDALE 1935 DK0801_MARK LOGO: CGS DK0801_MAGNETIC: N = NO MAGNETIC MATERIAL DK0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0801+STABILITY: SURFACE MOTION DK0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0801+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0801 DK0801 HISTORY - Date Condition Report By DK0801 HISTORY - 1935 MONUMENTED CGS DK0801 HISTORY - 1973 GOOD MSHD DK0801 HISTORY - 19920123 GOOD NGS DK0801 HISTORY - 20030716 GOOD USACE DK0801 DK0801 STATION DESCRIPTION DK0801 DK0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 DK0801'IN ROSEDALE. DK0801'AT THE BOLIVAR COUNTY COURTHOUSE. 10 FEET WEST OF THE SOUTH AND MAIN DK0801'ENTRANCE. 3 INCHES SOUTH OF THE WEST LAMP LAMP POST. DK0801 DK0801 STATION RECOVERY (1973) DK0801 DK0801'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0801'THE MARK IS LOCATED IN THE TOP OF THE WEST END OF THE NORTH DK0801'BALUSTRADE AT THE WEST ENTRANCE TO THE COURTHOUSE NEAR THE CENTER OF DK0801'ROSEDALE. IT IS 89 FEET EAST OF THE CENTER OF HIGHWAY 1, 12 FEET DK0801'NORTH OF THE PROJECTED CENTER OF A STREET LEADING WEST, 63.5 FEET DK0801'SOUTH OF THE NW CORNER OF THE COURTHOUSE, 12 FEET NORTH OF THE CENTER DK0801'OF THE WALK AT THE ENTRANCE TO THE COURTHOUSE, 8.2 FEET WEST OF THE DK0801'WEST WALL OF THE BUILDING, 9 FEET NW OF THE NW CORNER OF THE BASE OF DK0801'THE NORTH ONE OF TWO COLUMNS, 0.4 FEET WEST OF THE WEST POINT OF A DK0801'FLAG STAND, 0.9 FEET EAST OF THE WEST END OF THE BALUSTRADE SET IN A DK0801'DRILL HOLE IN THE WEST END OF THE NORTH BALUSTRADE AT THE WEST DK0801'ENTRANCE TO THE COURTHOUSE AND IS 3.3 FEET ABOVE THE WALK. DK0801 DK0801 STATION RECOVERY (1992) DK0801 DK0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0801'0.9 KM (0.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION DK0801'OF STATE HIGHWAY 8 IN ROSEDALE, IN TOP OF AND 0.3 M (1.0 FT) EAST OF DK0801'THE WEST BALUSTRADE OF THE WEST ENTRANCE AT THE COUNTY COURTHOUSE, DK0801'27.2 M (89.2 FT) EAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) WEST DK0801'OF THE WEST FACE OF THE BUILDING, AND 1.0 M (3.3 FT) ABOVE THE LEVEL DK0801'OF THE HIGHWAY. DK0801 DK0801 STATION RECOVERY (2003) DK0801 DK0801'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0801'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0704 *********************************************************************** DK0704 DESIGNATION - SHELBY DK0704 PID - DK0704 DK0704 STATE/COUNTY- MS/BOLIVAR DK0704 USGS QUAD - SHELBY (1969) DK0704 DK0704 *CURRENT SURVEY CONTROL DK0704 ___________________________________________________________________ DK0704* NAD 83(1993)- 33 57 09.12130(N) 090 45 36.44717(W) ADJUSTED DK0704* NAVD 88 - 45.896 (meters) 150.58 (feet) ADJUSTED DK0704 ___________________________________________________________________ DK0704 LAPLACE CORR- 0.77 (seconds) DEFLEC99 DK0704 GEOID HEIGHT- -26.40 (meters) GEOID99 DK0704 DYNAMIC HT - 45.850 (meters) 150.43 (feet) COMP DK0704 MODELED GRAV- 979,637.7 (mgal) NAVD 88 DK0704 DK0704 HORZ ORDER - THIRD DK0704 VERT ORDER - SECOND CLASS 0 DK0704 DK0704.The horizontal coordinates were established by classical geodetic methods DK0704.and adjusted by the National Geodetic Survey in May 1994. DK0704 DK0704.The orthometric height was determined by differential leveling DK0704.and adjusted by the National Geodetic Survey in June 1991. DK0704 DK0704.The Laplace correction was computed from DEFLEC99 derived deflections. DK0704 DK0704.The geoid height was determined by GEOID99. DK0704 DK0704.The dynamic height is computed by dividing the NAVD 88 DK0704.geopotential number by the normal gravity value computed on the DK0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0704.degrees latitude (g = 980.6199 gals.). DK0704 DK0704.The modeled gravity was interpolated from observed gravity values. DK0704 DK0704; North East Units Scale Converg. DK0704;SPC MS W - 493,764.485 660,550.932 MT 0.99996918 -0 14 18.1 DK0704;UTM 15 - 3,759,153.326 706,982.645 MT 1.00012816 +1 15 05.1 DK0704 DK0704: Primary Azimuth Mark Grid Az DK0704:SPC MS W - SHELBY AZ MK 098 54 27.4 DK0704:UTM 15 - SHELBY AZ MK 097 25 04.2 DK0704 DK0704|---------------------------------------------------------------------| DK0704| PID Reference Object Distance Geod. Az | DK0704| dddmmss.s | DK0704| DK0705 SHELBY RM 2 17.244 METERS 00008 | DK0704| DK0706 SHELBY AZ MK 0984009.3 | DK0704| DK0703 SHELBY RM 1 62.326 METERS 26832 | DK0704| DK1976 SHELBY FED COMPRESS CO S TANK APPROX. 0.9 KM 2901305.7 | DK0704| DK1973 SHELBY FED COMPRESS CO N TANK APPROX. 1.0 KM 3080738.2 | DK0704|---------------------------------------------------------------------| DK0704 DK0704 SUPERSEDED SURVEY CONTROL DK0704 DK0704 NAD 83(1986)- 33 57 09.13086(N) 090 45 36.44367(W) AD( ) 3 DK0704 NAD 27 - 33 57 08.73240(N) 090 45 36.08360(W) AD( ) 3 DK0704 NGVD 29 - 45.970 (m) 150.82 (f) ADJUSTED 2 0 DK0704 DK0704.Superseded values are not recommended for survey control. DK0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0704.See file dsdata.txt to determine how the superseded data were derived. DK0704 DK0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT0698359153(NAD 83) DK0704_MARKER: DS = TRIANGULATION STATION DISK DK0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0704_STAMPING: SHELBY 1957 DK0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0704+STABILITY: SURFACE MOTION DK0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0704+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK0704 DK0704 HISTORY - Date Condition Report By DK0704 HISTORY - 1957 MONUMENTED CGS DK0704 HISTORY - 1974 GOOD NGS DK0704 HISTORY - 1975 GOOD MSHD DK0704 HISTORY - 20030714 GOOD USACE DK0704 DK0704 STATION DESCRIPTION DK0704 DK0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (FAR) DK0704'THE STATION IS IN THE EAST EDGE OF THE TOWN OF SHELBY, IN SECTION DK0704'6, T 24 N, R 5 W AND ON PROPERTY OWNED BY MR. MARSHALL BELENCHIA. DK0704' DK0704'TO REACH FROM THE TRAFFIC LIGHT AT THE CROSS-STREET AT THE NORTHEAST DK0704'CORNER OF THE RAILROAD DEPOT IN SHELBY GO EAST ON SURFACED DK0704'STREET 0.25 MILE TO A T-INTERSECTION, TURN LEFT AND GO NORTH DK0704'FOR 0.1 MILE, TURN RIGHT AND GO EAST FOR 0.2 MILE TO A SMALL DK0704'GROCERY STORE ON THE RIGHT AND THE STATION ON THE LEFT. DK0704' DK0704'STATION MARKS ARE STANDARD DISKS STAMPED SHELBY 1957. THE DK0704'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE DK0704'SURFACE OF THE GROUND. IT IS 56.5 FEET SOUTH OF A POWER DK0704'POLE, 53 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, DK0704'35 FEET NORTH OF THE CENTER OF THE SURFACED ROAD AND 22 DK0704'FEET NORTHWEST OF THE WEST EDGE OF A CEMENT CULVERT. THE DK0704'UNDERGROUND DISK IS SET IN A IRREGULAR MASS OF CONCRETE DK0704'36 INCHES BELOW THE SURFACE OF THE GROUND. DK0704' DK0704'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SHELBY NO 1 1957, DK0704'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE DK0704'GROUND. IT IS 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE DK0704'HOUSE, 31 FEET NORTH OF THE CENTER OF THE SURFACED ROAD AND 13 DK0704'FEET EAST OF THE CENTER OF THE DRIVEWAY. DK0704' DK0704'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SHELBY NO 2 1957, IS DK0704'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE DK0704'GROUND. IT IS 40 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE DK0704'HOUSE, 31.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE DK0704'GARAGE AND 1 FOOT WEST OF A POWER POLE. DK0704' DK0704'AZIMUTH MARK, A STANDARD DISK STAMPED SHELBY 1957, IS SET IN DK0704'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE DK0704'SURFACE OF THE GROUND. IT IS 12 FEET EAST OF THE CENTER OF DK0704'THE TRACK ROAD, 11 FEET NORTH OF A POWER POLE AND 8 FEET SOUTH DK0704'OF THE SOUTHWEST CORNER OF A SHED. A STANDARD WITNESS POST DK0704'WAS SET 1 FOOT SOUTH OF THE MARK. DK0704' DK0704'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE DK0704'SURFACED ROAD FOR 0.3 MILE TO A SMALL TRACK ROAD ON THE RIGHT, DK0704'TURN RIGHT AND GO SOUTH FOR 0.05 MILE THE AZIMUTH MARK ON THE DK0704'LEFT, IN THE SOUTHWEST CORNER OF THE FARMYARD. DK0704 DK0704 STATION RECOVERY (1974) DK0704 DK0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH) DK0704'THE STATION WAS VISITED 3-13-74 AND ALL THE MARKS WERE FOUND IN GOOD DK0704'CONDITION. THE STATION MARK WAS PREVIOUSLY REPORTED AS BEING LOOSE DK0704'IN THE GROUND, WHICH WAS EVIDENTLY CAUSED BY DRY WEATHER SHRINKING DK0704'THE GUMBO GROUND. THE DISTANCE TO THE REFERENCE MARKS WAS CHECKED DK0704'AND THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 0.10 DK0704'FOOT AND THE DIRECTION TO REFERENCE MARK NO. 2 FAILED TO CHECK BY DK0704'APPROXIMATELY 5 MINUTES. THE ANGLE TO THE COMPRESS TANKS DK0704'CHECK VERY GOOD. A NEW DESCRIPTION FOLLOWS-- DK0704' DK0704'THE STATION IS LOCATED ABOUT 0.4 MILES EAST OF SHELBY ON THE FRONT DK0704'LAWN OF A BRICK HOUSE OWNED BY MRS LAURA RADICIONI, 34 FEET NORTH DK0704'OF THE CENTER OF A BLACK TOPPED ROAD, 40.5 FEET SSW OF THE SW DK0704'CORNER OF A CARPORT OF THE BRICK HOUSE, 48 FEET SW OF THE W ONE OF DK0704'THREE WHITE COLUMNS OF THE PORCH OF THE HOUSE, 11 FEET WEST OF DK0704'THE PROJECTED PLANE OF THE WEST WALL OF THE CARPORT, 61 FEET DK0704'SOUTHEAST OF THE SOUTHWEST CORNER OF THE CYCLONE FENCE, 58.5 DK0704'FEET NNE OF A POWER POLE WITH A TRANSFORMER, 16 FEET EAST OF THE DK0704'WEST END OF A CIRCULAR DRIVE AND 11 FEET WEST OF A 15 INCH DK0704'OAK TREE. IT IS A TRIANGULATION STATION DISK SET IN THE TOP OF A DK0704'CONCRETE POST FLUSH WITH THE GROUND. IT IS STAMPED SHELBY DK0704'1957. DK0704' DK0704'REFERENCE MARK NO. 1 IS 204.48 FEET WEST OF THE STATION. IT IS 31 DK0704'FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 12 FEET EAST OF THE DK0704'CENTER OF THE DRIVEWAY, 59 FEET NNW OF A POWER POLE WITH A DK0704'TRANSFORMER AND A LIGHT 48 FEET SOUTH OF THE SOUTHEAST CORNER OF THE DK0704'CARPORT OF A GREY ASBESTOS SIDED HOUSE, 82 FEET SSW OF A DK0704'12-INCH PECAN TREE, AND 3 FEET NNW OF A 6-INCH MIMOSA TREE. IT IS DK0704'A REFERNCE MARK DISK STAMPED SHELBY NO 1 1957 FLUSH. DK0704' DK0704'REFERENCE MARK NO. 2 IS 56.57 FEET NORTH OF THE STATION. IT IS DK0704'90.5 FEET NORTH OF THE CENTER OF THE BLACKTOPPED ROAD, 20.5 FEET DK0704'NORTHWEST OF THE SOUTHWEST CORNER OF THE CARPORT OF THE BRICK DK0704'HOUSE, 10 FEET WEST OF THE WEST WALL OF THE CARPORT, 29 FEET EAST DK0704'OF THE SOUTHEAST CORNER OF THE CYCLONE FENCE, 1 FOOT NORTH OF DK0704'THE CYCLONE FENCE, AND 1 FOOT WEST OF A POWER POLE. IT IS A DK0704'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST 4 INCHES DK0704'BELOW THE SURFACE OF THE GROUND. IT IS STAMPED SHELBY NO 2 1957. DK0704' DK0704'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 230 FEET SOUTH OF DK0704'THE CENTER OF THE BLACK TOP ROAD, 15 FEET EAST OF THE CENTER OF A DK0704'FIELD ROAD, 31 FEET WEST OF THE SOUTHWEST CORNER OF A REPAIR SHOP, DK0704'71 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A IMPLEMENT SHOP, 125 DK0704'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 10.5 DK0704'FEET NORTH OF A POWER POLE, ON SOUTHEAST CORNER OF A BRICK HOUSE, DK0704'10.5 FEET NORTH OF A POWER POLE, ON PROPERTY OWNED BY MR. ROBERT DK0704'TARSI, 1.0 FEET EAST OF A METAL WITNESS POST AND SIGN IT IS AN DK0704'AZIMUTH MARK DISK STAMPED SHELBY 1957, PROJECTING 6 INCHES. DK0704' DK0704'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S. DK0704'HIGHWAY 61 IN SHELBY, GO EAST ON 2ND AVE, FOR 0.3 MILE TO A T DK0704'INTERSECTION TURN LEFT AND GO NORTH AND EAST FOR 0.3 MILE TO A DK0704'BRICK HOUSE AND THE STATION ON THE LEFT. DK0704' DK0704'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.3 MILE TO DK0704'A FIELD ROAD RIGHT BETWEEN A BRICK HOUSE AND A WHITE HOUSE, TURN DK0704'RIGHT AND GO ABOUT 230 FEET TO THE MARK ON THE LEFT. DK0704' DK0704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE EAST OF DK0704'SHELBY. DK0704 DK0704 STATION RECOVERY (1975) DK0704 DK0704'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 DK0704'0.4 MI E FROM SHELBY. DK0704'THE MARK IS LOCATED 0.4 MILE EAST OF SHELBY ON THE FRONT LAWN OF A DK0704'BRICK HOUSE OWNED BY MRS. LAURA RADICONI, IN THE SOUTHWEST 1/4 OF DK0704'SECTION 6, T 24N, R 5W. IT IS 34 FEET NORTH OF THE CENTER OF A BLACK DK0704'TOP ROAD, 40.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE DK0704'CARPORT OF THE BRICK HOUSE, 48 FEET SOUTHWEST OF THE WEST ONE OF THREE DK0704'WHITE COLUMNS OF THE PORCH OF THE HOUSE, 11 FEET WEST OF THE PROJECTED DK0704'PLANE OF THE WEST WALL OF THE CARPORT, 61 FEET SOUTHEAST OF THE DK0704'SOUTHWEST CORNER OF A CYCLONE FENCE, 58.5 FEET NORTH-NORTHEAST OF A DK0704'POWER POLE WITH A TRANSFORMER, 16 FEET EAST OF CENTER OF THE WEST END DK0704'OF A CIRCULAR DRIVE, 11 FEET WEST OF A 15 INCH OAK SET IN THE TOP OF A DK0704'SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND. TO REACH FROM THE DK0704'JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 61 IN SHELBY, GO EAST ON DK0704'SECOND AVENUE FOR 0.3 MILE TO A T INTERSECTION. TURN LEFT AND GO DK0704'NORTH AND EAST ON A BLACK TOP STREET FOR 0.3 MILE TO A BRICK HOUSE AND DK0704'THE MARK ON THE LEFT. DK0704 DK0704 STATION RECOVERY (2003) DK0704 DK0704'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0704'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0706 *********************************************************************** DK0706 DESIGNATION - SHELBY AZ MK DK0706 PID - DK0706 DK0706 STATE/COUNTY- MS/BOLIVAR DK0706 USGS QUAD - SHELBY (1969) DK0706 DK0706 *CURRENT SURVEY CONTROL DK0706 ___________________________________________________________________ DK0706* NAD 83(1986)- 33 57 08. (N) 090 45 14. (W) SCALED DK0706* NAVD 88 - 45.983 (meters) 150.86 (feet) ADJUSTED DK0706 ___________________________________________________________________ DK0706 GEOID HEIGHT- -26.39 (meters) GEOID99 DK0706 DYNAMIC HT - 45.937 (meters) 150.71 (feet) COMP DK0706 MODELED GRAV- 979,637.9 (mgal) NAVD 88 DK0706 DK0706 VERT ORDER - SECOND CLASS 0 DK0706 DK0706.The horizontal coordinates were scaled from a topographic map and have DK0706.an estimated accuracy of +/- 6 seconds. DK0706 DK0706.The orthometric height was determined by differential leveling DK0706.and adjusted by the National Geodetic Survey in June 1991. DK0706.WARNING-Repeat measurements at this control monument indicate possible DK0706.vertical movement. DK0706 DK0706.The geoid height was determined by GEOID99. DK0706 DK0706.The dynamic height is computed by dividing the NAVD 88 DK0706.geopotential number by the normal gravity value computed on the DK0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0706.degrees latitude (g = 980.6199 gals.). DK0706 DK0706.The modeled gravity was interpolated from observed gravity values. DK0706 DK0706; North East Units Estimated Accuracy DK0706;SPC MS W - 493,730. 661,130. MT (+/- 180 meters Scaled) DK0706 DK0706 SUPERSEDED SURVEY CONTROL DK0706 DK0706 NGVD 29 - 46.058 (m) 151.11 (f) ADJUSTED 2 0 DK0706 DK0706.Superseded values are not recommended for survey control. DK0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0706.See file dsdata.txt to determine how the superseded data were derived. DK0706 DK0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT075591(NAD 83) DK0706_MARKER: DZ = AZIMUTH MARK DISK DK0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0706_STAMPING: SHELBY 1957 DK0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0706+STABILITY: SURFACE MOTION DK0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0706+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0706 DK0706 HISTORY - Date Condition Report By DK0706 HISTORY - 1957 MONUMENTED CGS DK0706 HISTORY - 1975 GOOD MSHD DK0706 HISTORY - 20030716 GOOD USACE DK0706 DK0706 STATION DESCRIPTION DK0706 DK0706'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 DK0706'0.8 MI E FROM SHELBY. DK0706'THE MARK IS LOCATED 0.8 MILE EAST OF SHELBY ON THE EAST SIDE OF A DK0706'FIELD ROAD NEAR A FARM EQUIPMENT REPAIR AND PARKING AREA ON THE DK0706'PROPERTY OF MR. ROBERT TARSI IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 DK0706'OF SECTION 7, T 24N, R 5W. IT IS 230 FEET SOUTH OF THE CENTER OF A DK0706'BLACK TOP ROAD, 15 FEET EAST OF THE CENTER OF A FIELD ROAD, 31 FEET DK0706'WEST OF THE SOUTHWEST CORNER OF A REPAIR SHOP, 71 FEET NORTHWEST OF DK0706'THE SOUTHWEST CORNER OF AN IMPLEMENT SHOP, 125 FEET SOUTHEAST OF THE DK0706'SOUTHEAST CORNER OF A BRICK HOUSE, 10.5 FEET NORTH OF A POWER POLE, 1 DK0706'FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE DK0706'POST AND PROJECTS 6 INCHES. TO REACH FROM THE JUNCTION OF STATE DK0706'HIGHWAY 32 AND U.S. HIGHWAY 61 IN SHELBY GO EAST ON SECOND AVENUE FOR DK0706'0.3 MILE TO A T INTERSECTION. TURN LEFT AND GO NORTH AND EAST ON A DK0706'BLACK TOP ROAD FOR 0.6 MILE TO A FIELD ROAD LEADING SOUTH BETWEEN A DK0706'BRICK HOUSE AND A WHITE HOUSE AND THE MARK ON THE RIGHT. DK0706 DK0706 STATION RECOVERY (2003) DK0706 DK0706'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0706'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0703 *********************************************************************** DK0703 DESIGNATION - SHELBY RM 1 DK0703 PID - DK0703 DK0703 STATE/COUNTY- MS/BOLIVAR DK0703 USGS QUAD - SHELBY (1969) DK0703 DK0703 *CURRENT SURVEY CONTROL DK0703 ___________________________________________________________________ DK0703* NAD 83(1986)- 33 57 09. (N) 090 45 38. (W) SCALED DK0703* NAVD 88 - 46.073 (meters) 151.16 (feet) ADJUSTED DK0703 ___________________________________________________________________ DK0703 GEOID HEIGHT- -26.40 (meters) GEOID99 DK0703 DYNAMIC HT - 46.027 (meters) 151.01 (feet) COMP DK0703 MODELED GRAV- 979,637.7 (mgal) NAVD 88 DK0703 DK0703 VERT ORDER - SECOND CLASS 0 DK0703 DK0703.The horizontal coordinates were scaled from a topographic map and have DK0703.an estimated accuracy of +/- 6 seconds. DK0703 DK0703.The orthometric height was determined by differential leveling DK0703.and adjusted by the National Geodetic Survey in June 1991. DK0703.WARNING-Repeat measurements at this control monument indicate possible DK0703.vertical movement. DK0703 DK0703.The geoid height was determined by GEOID99. DK0703 DK0703.The dynamic height is computed by dividing the NAVD 88 DK0703.geopotential number by the normal gravity value computed on the DK0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0703.degrees latitude (g = 980.6199 gals.). DK0703 DK0703.The modeled gravity was interpolated from observed gravity values. DK0703 DK0703; North East Units Estimated Accuracy DK0703;SPC MS W - 493,760. 660,510. MT (+/- 180 meters Scaled) DK0703 DK0703 SUPERSEDED SURVEY CONTROL DK0703 DK0703 NGVD 29 - 46.147 (m) 151.40 (f) ADJUSTED 2 0 DK0703 DK0703.Superseded values are not recommended for survey control. DK0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0703.See file dsdata.txt to determine how the superseded data were derived. DK0703 DK0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT069591(NAD 83) DK0703_MARKER: DR = REFERENCE MARK DISK DK0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0703_STAMPING: SHELBY NO 1 1957 DK0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0703+STABILITY: SURFACE MOTION DK0703 DK0703 HISTORY - Date Condition Report By DK0703 HISTORY - 1957 MONUMENTED CGS DK0703 HISTORY - 1975 GOOD MSHD DK0703 HISTORY - 20030714 MARK NOT FOUND USACE DK0703 DK0703 STATION DESCRIPTION DK0703 DK0703'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 DK0703'0.4 MI E FROM SHELBY. DK0703'THE MARK IS LOCATED 0.4 MILE EAST OF SHELBY IN THE SOUTHEAST ANGLE OF DK0703'THE JUNCTION OF A DRIVEWAY LEADING TO A GREY ASBESTOS SIDING HOUSE IN DK0703'THE SOUTHWEST 1/4 OF SECTION 6, T 24N, R 5W. IT IS 204.48 FEET WEST DK0703'OF THE STATION, 31 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, 12 DK0703'FEET EAST OF THE CENTER OF A DRIVEWAY, 48 FEET SOUTH OF THE SOUTHEAST DK0703'CORNER OF THE CARPORT OF A GREY ASBESTOS SIDING HOUSE, 59 FEET DK0703'NORTH-NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND A LIGHT, 82 DK0703'FEET SOUTH-SOUTHWEST OF A 12 INCH PECAN, 3 FEET NORTH-NORTHWEST OF A 6 DK0703'INCH MIMOSA SET IN THE TOP OF A SQUARE CONCRETE POST AND IS FLUSH WITH DK0703'THE GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 32 AND U.S. DK0703'HIGHWAY 61 IN SHELBY GO EAST ON SECOND AVENUE FOR 0.3 MILE TO A T DK0703'INTERSECTION. TURN LEFT AND GO NORTH AND EAST ON A BLACK TOP STREET DK0703'FOR 0.25 MILE TO THE MARK ON THE LEFT. DK0703 DK0703 STATION RECOVERY (2003) DK0703 DK0703'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0703'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0705 *********************************************************************** DK0705 DESIGNATION - SHELBY RM 2 DK0705 PID - DK0705 DK0705 STATE/COUNTY- MS/BOLIVAR DK0705 USGS QUAD - SHELBY (1969) DK0705 DK0705 *CURRENT SURVEY CONTROL DK0705 ___________________________________________________________________ DK0705* NAD 83(1986)- 33 57 09. (N) 090 45 37. (W) SCALED DK0705* NAVD 88 - 45.815 (meters) 150.31 (feet) ADJUSTED DK0705 ___________________________________________________________________ DK0705 GEOID HEIGHT- -26.40 (meters) GEOID99 DK0705 DYNAMIC HT - 45.769 (meters) 150.16 (feet) COMP DK0705 MODELED GRAV- 979,637.7 (mgal) NAVD 88 DK0705 DK0705 VERT ORDER - SECOND CLASS 0 DK0705 DK0705.The horizontal coordinates were scaled from a topographic map and have DK0705.an estimated accuracy of +/- 6 seconds. DK0705 DK0705.The orthometric height was determined by differential leveling DK0705.and adjusted by the National Geodetic Survey in June 1991. DK0705.WARNING-Repeat measurements at this control monument indicate possible DK0705.vertical movement. DK0705 DK0705.The geoid height was determined by GEOID99. DK0705 DK0705.The dynamic height is computed by dividing the NAVD 88 DK0705.geopotential number by the normal gravity value computed on the DK0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0705.degrees latitude (g = 980.6199 gals.). DK0705 DK0705.The modeled gravity was interpolated from observed gravity values. DK0705 DK0705; North East Units Estimated Accuracy DK0705;SPC MS W - 493,760. 660,540. MT (+/- 180 meters Scaled) DK0705 DK0705 SUPERSEDED SURVEY CONTROL DK0705 DK0705 NGVD 29 - 45.889 (m) 150.55 (f) ADJUSTED 2 0 DK0705 DK0705.Superseded values are not recommended for survey control. DK0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0705.See file dsdata.txt to determine how the superseded data were derived. DK0705 DK0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT069591(NAD 83) DK0705_MARKER: DR = REFERENCE MARK DISK DK0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0705_STAMPING: SHELBY NO 2 1957 DK0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0705+STABILITY: SURFACE MOTION DK0705 DK0705 HISTORY - Date Condition Report By DK0705 HISTORY - 1957 MONUMENTED CGS DK0705 HISTORY - 1975 GOOD MSHD DK0705 HISTORY - 20030714 MARK NOT FOUND USACE DK0705 DK0705 STATION DESCRIPTION DK0705 DK0705'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 DK0705'0.4 MI E FROM SHELBY. DK0705'THE MARK IS LOCATED 0.4 MILE EAST OF SHELBY IN THE SOUTH CYCLONE FENCE DK0705'AROUND THE BACK YARD OF A BRICK HOUSE OWNED BY MRS. LAURA RADICIONI IN DK0705'THE SOUTHWEST 1/4 OF SECTION 6, T 24N, R 5W. IT IS 56.57 FEET NORTH DK0705'OF THE STATION, 90.5 FEET NORTH OF THE CENTER OF A BLACK TOP ROAD, DK0705'20.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CARPORT OF THE DK0705'BRICK HOUSE, 10 FEET WEST OF THE WEST WALL OF THE CARPORT, 29 FEET DK0705'EAST OF THE SOUTHWEST CORNER OF A CYCLONE FENCE, 1 FOOT NORTH OF THE DK0705'FENCE, 1 FOOT WEST OF A POWER POLE SET IN THE TOP OF A SQUARE CONCRETE DK0705'POST AND IS 4 INCHES BELOW THE GROUND. TO REACH FROM THE JUNCTION OF DK0705'STATE HIGHWAY 32 AND U.S. HIGHWAY 61 IN SHELBY GO EAST ON SECOND DK0705'AVENUE FOR 0.3 MILE TO A T INTERSECTION. TURN LEFT AND GO NORTH AND DK0705'EAST ON A BLACK TOP ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT. DK0705 DK0705 STATION RECOVERY (2003) DK0705 DK0705'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0705'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0590 *********************************************************************** DK0590 DESIGNATION - T 198 DK0590 PID - DK0590 DK0590 STATE/COUNTY- MS/BOLIVAR DK0590 USGS QUAD - BEULAH (1969) DK0590 DK0590 *CURRENT SURVEY CONTROL DK0590 ___________________________________________________________________ DK0590* NAD 83(1986)- 33 50 04. (N) 090 53 26. (W) SCALED DK0590* NAVD 88 - 43.842 (meters) 143.84 (feet) ADJUSTED DK0590 ___________________________________________________________________ DK0590 GEOID HEIGHT- -26.45 (meters) GEOID99 DK0590 DYNAMIC HT - 43.797 (meters) 143.69 (feet) COMP DK0590 MODELED GRAV- 979,621.7 (mgal) NAVD 88 DK0590 DK0590 VERT ORDER - SECOND CLASS 0 DK0590 DK0590.The horizontal coordinates were scaled from a topographic map and have DK0590.an estimated accuracy of +/- 6 seconds. DK0590 DK0590.The orthometric height was determined by differential leveling DK0590.and adjusted by the National Geodetic Survey in June 1991. DK0590 DK0590.The geoid height was determined by GEOID99. DK0590 DK0590.The dynamic height is computed by dividing the NAVD 88 DK0590.geopotential number by the normal gravity value computed on the DK0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0590.degrees latitude (g = 980.6199 gals.). DK0590 DK0590.The modeled gravity was interpolated from observed gravity values. DK0590 DK0590; North East Units Estimated Accuracy DK0590;SPC MS W - 480,720. 648,420. MT (+/- 180 meters Scaled) DK0590 DK0590 SUPERSEDED SURVEY CONTROL DK0590 DK0590 NGVD 29 - 43.950 (m) 144.19 (f) ADJUSTED 2 0 DK0590 DK0590.Superseded values are not recommended for survey control. DK0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0590.See file dsdata.txt to determine how the superseded data were derived. DK0590 DK0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT951458(NAD 83) DK0590_MARKER: DB = BENCH MARK DISK DK0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0590_STAMPING: T 198 1957 DK0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0590+STABILITY: SURFACE MOTION DK0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0590+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0590 DK0590 HISTORY - Date Condition Report By DK0590 HISTORY - 1957 MONUMENTED CGS DK0590 HISTORY - 1973 GOOD MSHD DK0590 HISTORY - 20030716 GOOD USACE DK0590 DK0590 STATION DESCRIPTION DK0590 DK0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0590'IN SYMONDS. DK0590'AT SYMONDS, IN SECTION, 23, T 23 N, R 7 W, 55 1/2 FEET SOUTHWEST OF DK0590'CENTER LINE OF NORTHWEST-SOUTHEAST GRAVEL ROAD, 288 FEET DK0590'SOUTH-SOUTHEAST OF CENTER OF EAST-WEST ROAD INTERSECTION, 77 FEET DK0590'SOUTHWEST AND ACROSS ROAD FROM SOUTH CORNER OF A. L. SYMONDS STORE DK0590'BUILDING, 14 FEET NORTHEAST OF A LONE 14-INCH ELM TREE WHICH IS IN A DK0590'FENCE LINE, 4 FEET NORTHWEST OF A POWER POLE WHICH IS IN A FENCE DK0590'CORNER, 1 1/2 FEET NORTHEAST OF A FENCE LINE NORTHWEST, 2 FEET DK0590'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF DK0590'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. DK0590 DK0590 STATION RECOVERY (1973) DK0590 DK0590'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0590'THE MARK IS LOCATED 7.8 MILES EAST OF ROSEDALE IN SE CORNER OF THE DK0590'YARD OF MARY HOWELL IN SYMONDS, 3.6 MILES NW OF PACE IN THE NW 1/4 OF DK0590'THE NE 1/4 OF SECTION 23, T 23N, R 7W. IT IS 288 FEET SOUTH OF THE DK0590'CENTER OF A T INTERSECTION, 55 FEET WSW OF THE CENTER OF A BLACK TOP DK0590'ROAD, 32 FEET SE OF THE SE CORNER OF THE PORCH OF THE PORCH OF A DK0590'GREEN FRAME HOUSE, 23.5 FEET WSW OF A TELEPHONE CABLE WARNING SIGN, DK0590'3.5 FEET NORTH OF A POWER POLE WITH A GUY WIRE, 1 FOOT NORTH OF A DK0590'METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER DK0590'ABOUT LEVEL WITH THE ROAD AND PROJECTS 4 INCHES. TO REACH FROM THE DK0590'COURTHOUSE IN ROSEDALE GO SOUTH ON STATE HIGHWAY 1 FOR 0.6 MILE TO DK0590'THE JUNCTION OF STATE HIGHWAY 8. TURN LEFT AND GO EAST ON STATE DK0590'HIGHWAY 8 FOR 9.5 MILES TO A SIDE ROAD LEFT. TURN SHARP LEFT AND GO DK0590'NW ON A BLACK TOP ROAD FOR 2.5 MILES TO THE MARK ON THE LEFT JUST DK0590'BEFORE REACHING A T INTERSECTION. DK0590 DK0590 STATION RECOVERY (2003) DK0590 DK0590'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0590'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0591 *********************************************************************** DK0591 DESIGNATION - U 198 DK0591 PID - DK0591 DK0591 STATE/COUNTY- MS/BOLIVAR DK0591 USGS QUAD - BEULAH (1969) DK0591 DK0591 *CURRENT SURVEY CONTROL DK0591 ___________________________________________________________________ DK0591* NAD 83(1986)- 33 49 27. (N) 090 53 06. (W) SCALED DK0591* NAVD 88 - 44.122 (meters) 144.76 (feet) ADJUSTED DK0591 ___________________________________________________________________ DK0591 GEOID HEIGHT- -26.46 (meters) GEOID99 DK0591 DYNAMIC HT - 44.077 (meters) 144.61 (feet) COMP DK0591 MODELED GRAV- 979,620.7 (mgal) NAVD 88 DK0591 DK0591 VERT ORDER - SECOND CLASS 0 DK0591 DK0591.The horizontal coordinates were scaled from a topographic map and have DK0591.an estimated accuracy of +/- 6 seconds. DK0591 DK0591.The orthometric height was determined by differential leveling DK0591.and adjusted by the National Geodetic Survey in June 1991. DK0591 DK0591.The geoid height was determined by GEOID99. DK0591 DK0591.The dynamic height is computed by dividing the NAVD 88 DK0591.geopotential number by the normal gravity value computed on the DK0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0591.degrees latitude (g = 980.6199 gals.). DK0591 DK0591.The modeled gravity was interpolated from observed gravity values. DK0591 DK0591; North East Units Estimated Accuracy DK0591;SPC MS W - 479,580. 648,930. MT (+/- 180 meters Scaled) DK0591 DK0591 SUPERSEDED SURVEY CONTROL DK0591 DK0591 NGVD 29 - 44.231 (m) 145.11 (f) ADJUSTED 2 0 DK0591 DK0591.Superseded values are not recommended for survey control. DK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0591.See file dsdata.txt to determine how the superseded data were derived. DK0591 DK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT957446(NAD 83) DK0591_MARKER: DB = BENCH MARK DISK DK0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0591_STAMPING: U 198 1957 DK0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0591+STABILITY: SURFACE MOTION DK0591 DK0591 HISTORY - Date Condition Report By DK0591 HISTORY - 1957 MONUMENTED CGS DK0591 HISTORY - 1973 GOOD MSHD DK0591 HISTORY - 20030716 MARK NOT FOUND USACE DK0591 DK0591 STATION DESCRIPTION DK0591 DK0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0591'2.35 MI NW FROM PACE. DK0591'ABOUT 0.3 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT DK0591'PACE, THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 8, THENCE 1.6 MILES DK0591'NORTHWEST ALONG A GRAVEL ROAD, ABOUT 0.8 MILE SOUTHEAST OF ROAD DK0591'JUNCTION AT SYMONDS, IN SECTION 23, T 23 N, R 7 W, 37 FEET NORTHEAST DK0591'OF CENTER LINE OF ROAD, 172 FEET NORTH-NORTHWEST OF CENTER OF JUNCTION DK0591'OF A DIRT ROAD EAST, 137 FEET WEST-NORTHWEST OF NORTH CORNER OF A DK0591'TENANT HOUSE, 15 FEET SOUTHEAST OF A POWER POLE, 6 FEET DK0591'SOUTH-SOUTHWEST OF WEST CORNER OF A BUILDING HOUSING IRRIGATION PUMP, DK0591'1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET DK0591'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 DK0591'INCHES. DK0591 DK0591 STATION RECOVERY (1973) DK0591 DK0591'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0591'THE MARK IS LOCATED 8.3 MILES ESE OF ROSEDALE, 2.8 MILES NW OF PACE, DK0591'0.8 MILE SOUTH OF SYMONDS JUST NORTH OF THE JUNCTION OF A FIELD ROAD DK0591'WITH A BLACK TOP ROAD IN THE NE 1/4 OF THE SE 1/4 OF SECTION 23, T DK0591'23N, R 7W. IT IS 36 FEET NE OF THE CENTER OF A BLACK TOP ROAD, 183 DK0591'FEET NW OF THE CENTER OF A FIELD ROAD, 50 FEET WEST OF THE CENTER OF DK0591'ANOTHER FIELD ROAD, 138 FEET NW OF THE NW CORNER OF A TENANT HOUSE, DK0591'43 FEET NNW OF THE EAST END OF A 24 INCH CONCRETE PIPE UNDER THE DK0591'ROAD, 90 FEET NE OF A POWER POLE WITH THREE TRANSFORMERS, 1 FOOT SE DK0591'OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER DK0591'ABOUT LEVEL WITH THE ROAD AND PROJECTS 2 INCHES. TO REACH FROM THE DK0591'COURTHOUSE IN ROSEDALE GO SOUTH ON STATE HIGHWAY 1 FOR 0.6 MILE TO DK0591'THE JUNCTION OF STATE HIGHWAY 8. TURN LEFT AND GO EAST ON STATE DK0591'HIGHWAY 8 FOR 9.5 MILES TO A SIDE ROAD LEFT. TURN SHARP LEFT AND GO DK0591'NW ON A BLACK TOP ROAD FOR 1.7 MILES TO THE MARK ON THE RIGHT. THE DK0591'MARK ALSO CAN BE REACHED FROM THE INTERSECTION OF STATE HIGHWAY 8 AND DK0591'U.S. HIGHWAY 61 IN CLEVELAND BY GOING WEST ON STATE HIGHWAY 8 FOR DK0591'9.65 MILES TO A CROSSROAD AT THE WEST EDGE OF PACE. CONTINUE WEST ON DK0591'STATE HIGHWAY 8 FOR 0.45 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO DK0591'NW ON A BLACK TOP ROAD FOR 1.7 MILE TO THE MARK ON THE RIGHT. DK0591 DK0591 STATION RECOVERY (2003) DK0591 DK0591'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0591'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0585 *********************************************************************** DK0585 DESIGNATION - U 45 RESET 1957 DK0585 PID - DK0585 DK0585 STATE/COUNTY- MS/BOLIVAR DK0585 USGS QUAD - BEULAH (1969) DK0585 DK0585 *CURRENT SURVEY CONTROL DK0585 ___________________________________________________________________ DK0585* NAD 83(1986)- 33 51 02. (N) 090 55 09. (W) SCALED DK0585* NAVD 88 - 45.223 (meters) 148.37 (feet) ADJUSTED DK0585 ___________________________________________________________________ DK0585 GEOID HEIGHT- -26.45 (meters) GEOID99 DK0585 DYNAMIC HT - 45.178 (meters) 148.22 (feet) COMP DK0585 MODELED GRAV- 979,622.9 (mgal) NAVD 88 DK0585 DK0585 VERT ORDER - SECOND CLASS 0 DK0585 DK0585.The horizontal coordinates were scaled from a topographic map and have DK0585.an estimated accuracy of +/- 6 seconds. DK0585 DK0585.The orthometric height was determined by differential leveling DK0585.and adjusted by the National Geodetic Survey in June 1991. DK0585 DK0585.The geoid height was determined by GEOID99. DK0585 DK0585.The dynamic height is computed by dividing the NAVD 88 DK0585.geopotential number by the normal gravity value computed on the DK0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0585.degrees latitude (g = 980.6199 gals.). DK0585 DK0585.The modeled gravity was interpolated from observed gravity values. DK0585 DK0585; North East Units Estimated Accuracy DK0585;SPC MS W - 482,530. 645,790. MT (+/- 180 meters Scaled) DK0585 DK0585 SUPERSEDED SURVEY CONTROL DK0585 DK0585 NGVD 29 - 45.330 (m) 148.72 (f) ADJUSTED 2 0 DK0585 DK0585.Superseded values are not recommended for survey control. DK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0585.See file dsdata.txt to determine how the superseded data were derived. DK0585 DK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT925475(NAD 83) DK0585_MARKER: DB = BENCH MARK DISK DK0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0585_STAMPING: U 45 1935 RESET 1957 DK0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0585+STABILITY: SURFACE MOTION DK0585 DK0585 HISTORY - Date Condition Report By DK0585 HISTORY - 1957 MONUMENTED CGS DK0585 HISTORY - 1973 GOOD MSHD DK0585 HISTORY - 20030716 MARK NOT FOUND USACE DK0585 DK0585 STATION DESCRIPTION DK0585 DK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0585'IN MALVINA. DK0585'AT MALVINA, ABOUT 0.1 MILE SOUTH ALONG A GRAVEL ROAD FROM BRIDGE OVER DK0585'BOUGE PHALIA, IN SECTION 10, T 23 N, R 7 W, 23 FEET NORTHWEST OF DK0585'CENTER LINE OF ROAD, 241 FEET SOUTHWEST OF CENTER OF ROAD JUNCTION, DK0585'105 FEET SOUTHWEST OF TELEPHONE POLE NO. 185, 13 1/4 FEET DK0585'EAST-NORTHEAST OF EAST CORNER OF CONCRETE PORCH ON NORTHEAST SIDE OF DK0585'BUILDING (FORMERLY ON RAILROAD STATION - NOW STORE AND RESIDENCE), 2 DK0585'FEET NORTHWEST OF A LAMP POST, AND SET IN THE TOP OF A CONCRETE POST DK0585'PROJECTING 1 INCH. DK0585 DK0585 STATION RECOVERY (1973) DK0585 DK0585'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0585'THE MARK IS LOCATED 6.1 MILES EAST OF ROSEDALE IN THE COMMUNITY OF DK0585'MALVINA ON THE LAWN OF MR. L. E. TIE JR. IN THE SE CORNER OF SECTION DK0585'9, T 23N, R 7W. IT IS 241 FEET SW OF THE CENTER OF THE T DK0585'INTERSECTION, 25 FEET NW OF THE CENTER OF A BLACK TOP ROAD, 13.5 FEET DK0585'EAST OF THE EAST CORNER OF THE PORCH OF A TWO STORY FRAME HOUSE, 5 DK0585'FEET SE OF THE PROJECTED PLANE OF THE SE WALL OF THE HOUSE, 74.5 FEET DK0585'NORTH OF A TELEPHONE POLE, 26.5 FEET SSW OF A 6 INCH TWIN MAGNOLIA, 2 DK0585'FEET NW OF A LAMP SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST DK0585'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND IS 1 INCH BELOW THE DK0585'GROUND. TO REACH FROM THE COURTHOUSE IN ROSEDALE GO SOUTH ON STATE DK0585'HIGHWAY 1 FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAY 8. TURN LEFT DK0585'AND GO EAST ON STATE HIGHWAY 8 FOR 6.3 MILES TO A CROSSROAD. TURN DK0585'LEFT AND GO NORTH ON A BLACK TOP ROAD FOR 1.6 MILES TO A TWO STORY DK0585'FRAME HOUSE AND THE MARK ON THE LEFT JUST BEFORE REACHING A T DK0585'INTERSECTION. DK0585 DK0585 STATION RECOVERY (2003) DK0585 DK0585'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0585'UNABLE TO LOCATE DUE TO HIGH VOLUME OF JUNK SCATTERED OVER PROPERTY. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0592 *********************************************************************** DK0592 DESIGNATION - V 198 DK0592 PID - DK0592 DK0592 STATE/COUNTY- MS/BOLIVAR DK0592 USGS QUAD - BEULAH (1969) DK0592 DK0592 *CURRENT SURVEY CONTROL DK0592 ___________________________________________________________________ DK0592* NAD 83(1986)- 33 48 38. (N) 090 52 40. (W) SCALED DK0592* NAVD 88 - 42.247 (meters) 138.61 (feet) ADJUSTED DK0592 ___________________________________________________________________ DK0592 GEOID HEIGHT- -26.46 (meters) GEOID99 DK0592 DYNAMIC HT - 42.204 (meters) 138.46 (feet) COMP DK0592 MODELED GRAV- 979,619.3 (mgal) NAVD 88 DK0592 DK0592 VERT ORDER - SECOND CLASS 0 DK0592 DK0592.The horizontal coordinates were scaled from a topographic map and have DK0592.an estimated accuracy of +/- 6 seconds. DK0592 DK0592.The orthometric height was determined by differential leveling DK0592.and adjusted by the National Geodetic Survey in June 1991. DK0592 DK0592.The geoid height was determined by GEOID99. DK0592 DK0592.The dynamic height is computed by dividing the NAVD 88 DK0592.geopotential number by the normal gravity value computed on the DK0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0592.degrees latitude (g = 980.6199 gals.). DK0592 DK0592.The modeled gravity was interpolated from observed gravity values. DK0592 DK0592; North East Units Estimated Accuracy DK0592;SPC MS W - 478,070. 649,590. MT (+/- 180 meters Scaled) DK0592 DK0592 SUPERSEDED SURVEY CONTROL DK0592 DK0592 NGVD 29 - 42.356 (m) 138.96 (f) ADJUSTED 2 0 DK0592 DK0592.Superseded values are not recommended for survey control. DK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0592.See file dsdata.txt to determine how the superseded data were derived. DK0592 DK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT964431(NAD 83) DK0592_MARKER: DB = BENCH MARK DISK DK0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0592_STAMPING: V 198 1957 DK0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0592+STABILITY: SURFACE MOTION DK0592 DK0592 HISTORY - Date Condition Report By DK0592 HISTORY - 1957 MONUMENTED CGS DK0592 HISTORY - 1973 GOOD MSHD DK0592 HISTORY - 20030716 MARK NOT FOUND USACE DK0592 DK0592 STATION DESCRIPTION DK0592 DK0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0592'1.3 MI NW FROM PACE. DK0592'ABOUT 0.3 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT DK0592'PACE, THENCE ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 8, THENCE 0.55 DK0592'MILE NORTHWEST ALONG A GRAVEL ROAD, IN SECTION 25, T 23 N, R 7 W, DK0592'ABOUT 0.25 MILE NORTHWEST OF A 115-FOOT WOODEN BRIDGE, 38 FEET DK0592'NORTHEAST OF CENTER LINE OF ROAD, 120 FEET EAST AND ACROSS ROAD FROM DK0592'TELEPHONE POLE NO. 253, 20 FEET SOUTHEAST OF CENTER LINE OF A DRIVE DK0592'NORTHEAST INTO A FIELD, 4 FEET NORTHEAST OF TELEPHONE POLE NO. 10, 2 DK0592'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF DK0592'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. DK0592 DK0592 STATION RECOVERY (1973) DK0592 DK0592'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0592'THE MARK IS LOCATED 9 MILES SE OF ROSEDALE, 0.25 MILE NW OF A DK0592'CONCRETE BRIDGE, 1.9 MILES NW OF PACE, 1.7 MILES SE OF SYMONDS IN THE DK0592'NE 1/4 OF THE SW 1/4 OF SECTION 25, T 24N, R 7W. IT IS 38 FEET ENE OF DK0592'THE CENTER OF A BLACK TOP ROAD, 120.5 FEET ESE OF A POWER POLE, 62 DK0592'FEET SE OF THE EAST END OF A 36 INCH STEEL PIPE UNDER THE ROAD, 1 DK0592'FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH DK0592'CONCRETE CYLINDER ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND DK0592'PROJECTS 2 INCHES. TO REACH FROM THE COURTHOUSE IN ROSEDALE GO SOUTH DK0592'ON STATE HIGHWAY 1 FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAY 8. DK0592'TURN LEFT AND GO EAST ON STATE HIGHWAY 8 FOR 9.5 MILES TO A SIDE ROAD DK0592'LEFT. TURN SHARP LEFT AND GO NW ON A BLACK TOP ROAD FOR 0.65 MILE TO DK0592'THE MARK ON THE RIGHT. THE MARK ALSO CAN BE REACHED FROM THE DK0592'INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 61 IN CLEVELAND BY DK0592'GOING WEST ON STATE HIGHWAY 8 FOR 9.65 MILES TO A CROSSROAD AT THE DK0592'WEST EDGE OF PACE. CONTINUE WEST ON STATE HIGHWAY 8 FOR 0.45 MILE TO DK0592'A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHWEST ON A BLACK TOP ROAD DK0592'FOR 0.65 MILE TO THE MARK ON THE RIGHT. DK0592 DK0592 STATION RECOVERY (2003) DK0592 DK0592'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0592'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0539 *********************************************************************** DK0539 DESIGNATION - V 240 DK0539 PID - DK0539 DK0539 STATE/COUNTY- MS/BOLIVAR DK0539 USGS QUAD - BEULAH (1969) DK0539 DK0539 *CURRENT SURVEY CONTROL DK0539 ___________________________________________________________________ DK0539* NAD 83(1986)- 33 46 38. (N) 090 58 47. (W) SCALED DK0539* NAVD 88 - 44.127 (meters) 144.77 (feet) ADJUSTED DK0539 ___________________________________________________________________ DK0539 GEOID HEIGHT- -26.48 (meters) GEOID99 DK0539 DYNAMIC HT - 44.082 (meters) 144.63 (feet) COMP DK0539 MODELED GRAV- 979,613.0 (mgal) NAVD 88 DK0539 DK0539 VERT ORDER - FIRST CLASS I DK0539 DK0539.The horizontal coordinates were scaled from a topographic map and have DK0539.an estimated accuracy of +/- 6 seconds. DK0539 DK0539.The orthometric height was determined by differential leveling DK0539.and adjusted by the National Geodetic Survey in June 1991. DK0539 DK0539.The geoid height was determined by GEOID99. DK0539 DK0539.The dynamic height is computed by dividing the NAVD 88 DK0539.geopotential number by the normal gravity value computed on the DK0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0539.degrees latitude (g = 980.6199 gals.). DK0539 DK0539.The modeled gravity was interpolated from observed gravity values. DK0539 DK0539; North East Units Estimated Accuracy DK0539;SPC MS W - 474,430. 640,130. MT (+/- 180 meters Scaled) DK0539 DK0539 SUPERSEDED SURVEY CONTROL DK0539 DK0539 NGVD 29 - 44.195 (m) 145.00 (f) ADJUSTED 1 1 DK0539 DK0539.Superseded values are not recommended for survey control. DK0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0539.See file dsdata.txt to determine how the superseded data were derived. DK0539 DK0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT870392(NAD 83) DK0539_MARKER: DV = VERTICAL CONTROL DISK DK0539_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DK0539+WITH SETTING: INTO GROUND DK0539_STAMPING: V 240 1974 DK0539_MARK LOGO: NGS DK0539_PROJECTION: FLUSH DK0539_MAGNETIC: I = MARKER IS A STEEL ROD DK0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0539+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0539_ROD/PIPE-DEPTH: 1.2 meters DK0539 DK0539 HISTORY - Date Condition Report By DK0539 HISTORY - 1974 MONUMENTED NGS DK0539 HISTORY - 19920123 GOOD NGS DK0539 HISTORY - 20030716 GOOD USACE DK0539 DK0539 STATION DESCRIPTION DK0539 DK0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0539'0.85 MI S FROM BEULAH. DK0539'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AND DK0539'PAVED INTERSECTION AT BEULAH, AT THE ENTRANCE TO A WHITE FRAME HOUSE, DK0539'ABOUT 0.05 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST, DK0539'116 FEET EAST AND ACROSS RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, DK0539'63 FEET SOUTHEAST OF THE CENTER LINE OF THE CROSSING OF THE PRIVATE DK0539'DRIVE AND THE RAILROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, DK0539'3.2 FEET WEST OF A FENCE, 46 FEET EAST OF THE EAST RAIL, 2.2 FEET WEST DK0539'OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE RAIL AND ON THE TOP DK0539'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE DK0539'PLATE. THE DISK IS 0.2 FOOT BELOW LEVEL OF THE GROUND AND PROTECTED DK0539'BY A 4-INCH STEEL PIPE THAT IS FLUSH WITH THE GROUND. SECTION 27, T DK0539'22N, R 8W. DK0539 DK0539 STATION RECOVERY (1992) DK0539 DK0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0539'9.6 KM (5.95 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF DK0539'STATE HIGHWAY 8 IN ROSEDALE, 36.3 M (119.1 FT) EAST OF THE HIGHWAY DK0539'CENTERLINE, 14.7 M (48.2 FT) EAST OF THE NEAR RAIL OF AN ABANDONED DK0539'RAILROAD, 6.1 M (20.0 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 6.1 DK0539'M (20.0 FT) SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY, 3.8 M DK0539'(12.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK POST, 0.6 M DK0539'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) WEST OF A DK0539'WITNESS POST. NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND DK0539'PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE. DK0539 DK0539 STATION RECOVERY (2003) DK0539 DK0539'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0539'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0538 *********************************************************************** DK0538 DESIGNATION - W 240 DK0538 PID - DK0538 DK0538 STATE/COUNTY- MS/BOLIVAR DK0538 USGS QUAD - BEULAH (1969) DK0538 DK0538 *CURRENT SURVEY CONTROL DK0538 ___________________________________________________________________ DK0538* NAD 83(1986)- 33 45 37. (N) 090 58 50. (W) SCALED DK0538* NAVD 88 - 43.057 (meters) 141.26 (feet) ADJUSTED DK0538 ___________________________________________________________________ DK0538 GEOID HEIGHT- -26.48 (meters) GEOID99 DK0538 DYNAMIC HT - 43.013 (meters) 141.12 (feet) COMP DK0538 MODELED GRAV- 979,611.0 (mgal) NAVD 88 DK0538 DK0538 VERT ORDER - FIRST CLASS I DK0538 DK0538.The horizontal coordinates were scaled from a topographic map and have DK0538.an estimated accuracy of +/- 6 seconds. DK0538 DK0538.The orthometric height was determined by differential leveling DK0538.and adjusted by the National Geodetic Survey in July 1994. DK0538 DK0538.The geoid height was determined by GEOID99. DK0538 DK0538.The dynamic height is computed by dividing the NAVD 88 DK0538.geopotential number by the normal gravity value computed on the DK0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0538.degrees latitude (g = 980.6199 gals.). DK0538 DK0538.The modeled gravity was interpolated from observed gravity values. DK0538 DK0538; North East Units Estimated Accuracy DK0538;SPC MS W - 472,550. 640,040. MT (+/- 180 meters Scaled) DK0538 DK0538 SUPERSEDED SURVEY CONTROL DK0538 DK0538 NGVD 29 - 43.122 (m) 141.48 (f) ADJUSTED 1 1 DK0538 DK0538.Superseded values are not recommended for survey control. DK0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0538.See file dsdata.txt to determine how the superseded data were derived. DK0538 DK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT870374(NAD 83) DK0538_MARKER: DV = VERTICAL CONTROL DISK DK0538_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DK0538+WITH SETTING: INTO GROUND DK0538_STAMPING: W 240 1974 DK0538_MARK LOGO: NGS DK0538_PROJECTION: FLUSH DK0538_MAGNETIC: I = MARKER IS A STEEL ROD DK0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0538+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0538_ROD/PIPE-DEPTH: 1.2 meters DK0538 DK0538 HISTORY - Date Condition Report By DK0538 HISTORY - 1974 MONUMENTED NGS DK0538 HISTORY - 19920123 GOOD NGS DK0538 HISTORY - 20000203 GOOD MSHD DK0538 HISTORY - 20030716 GOOD USACE DK0538 DK0538 STATION DESCRIPTION DK0538 DK0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0538'1.95 MI S FROM BEULAH. DK0538'ABOUT 1.95 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AND DK0538'PAVED INTERSECTION AT BEULAH, AT THE JUNCTION OF A GRAVEL ROAD LEADING DK0538'EAST ACROSS THE RAILROAD TRACKS TO AN OLD WHITE FRAME CHURCH, 118.5 DK0538'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 99 FEET SOUTHEAST OF THE DK0538'CROSSING OF THE TRACKS AND THE ROAD, 51.5 FEET EAST OF THE EAST RAIL, DK0538'35.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE PORCH TO AN OLD FRAME DK0538'HOUSE, 1.8 FOOT NORTH OF A POWER POLE 16-18-24 WITH TWO GUY WIRES, 0.4 DK0538'FOOT SOUTH OF A METAL WITNESS POST, 4 FEET BELOW LEVEL OF THE RAIL, DK0538'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO DK0538'A METAL BASE PLATE. THE DISK IS PROJECTING 0.1 FOOT AND PROTECTED BY DK0538'A 4-INCH STEEL PIPE PROJECTING 0.3 FOOT. SECTION 18, T 22N, R 8W. DK0538 DK0538 STATION RECOVERY (1992) DK0538 DK0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK0538'11.5 KM (7.15 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF DK0538'STATE HIGHWAY 8 IN ROSEDALE, 36.2 M (118.8 FT) EAST OF THE HIGHWAY DK0538'CENTERLINE, 24.9 M (81.7 FT) SOUTH OF THE CENTER OF A DIRT ROAD, 15.6 DK0538'M (51.2 FT) EAST OF THE NEAR RAIL OF THE ILLINOIS CENTRAL RAILROAD, DK0538'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH DK0538'OF UTILITY POLE NUMBER 16 18 24 WITH 2 GUY CABLES, AND 0.3 M DK0538'(1.0 FT) SOUTH OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A DK0538'4-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE. DK0538 DK0538 STATION RECOVERY (2000) DK0538 DK0538'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 DK0538'RECOVERED IN GOOD CONDITION. DK0538 DK0538 STATION RECOVERY (2003) DK0538 DK0538'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0538'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0699 *********************************************************************** DK0699 DESIGNATION - WINSTON AZ MK DK0699 PID - DK0699 DK0699 STATE/COUNTY- MS/BOLIVAR DK0699 USGS QUAD - SHELBY (1969) DK0699 DK0699 *CURRENT SURVEY CONTROL DK0699 ___________________________________________________________________ DK0699* NAD 83(1986)- 33 55 23. (N) 090 45 30. (W) SCALED DK0699* NAVD 88 - 45.323 (meters) 148.70 (feet) ADJUSTED DK0699 ___________________________________________________________________ DK0699 GEOID HEIGHT- -26.39 (meters) GEOID99 DK0699 DYNAMIC HT - 45.278 (meters) 148.55 (feet) COMP DK0699 MODELED GRAV- 979,635.4 (mgal) NAVD 88 DK0699 DK0699 VERT ORDER - SECOND CLASS 0 DK0699 DK0699.The horizontal coordinates were scaled from a topographic map and have DK0699.an estimated accuracy of +/- 6 seconds. DK0699 DK0699.The orthometric height was determined by differential leveling DK0699.and adjusted by the National Geodetic Survey in June 1991. DK0699.WARNING-Repeat measurements at this control monument indicate possible DK0699.vertical movement. DK0699 DK0699.The geoid height was determined by GEOID99. DK0699 DK0699.The dynamic height is computed by dividing the NAVD 88 DK0699.geopotential number by the normal gravity value computed on the DK0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0699.degrees latitude (g = 980.6199 gals.). DK0699 DK0699.The modeled gravity was interpolated from observed gravity values. DK0699 DK0699; North East Units Estimated Accuracy DK0699;SPC MS W - 490,490. 660,700. MT (+/- 180 meters Scaled) DK0699 DK0699 SUPERSEDED SURVEY CONTROL DK0699 DK0699 NGVD 29 - 45.402 (m) 148.96 (f) ADJUSTED 2 0 DK0699 DK0699.Superseded values are not recommended for survey control. DK0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0699.See file dsdata.txt to determine how the superseded data were derived. DK0699 DK0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT072558(NAD 83) DK0699_MARKER: DZ = AZIMUTH MARK DISK DK0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0699_STAMPING: WINSTON 1957 DK0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0699+STABILITY: SURFACE MOTION DK0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0699+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0699 DK0699 HISTORY - Date Condition Report By DK0699 HISTORY - 1957 MONUMENTED CGS DK0699 HISTORY - 1975 POOR MSHD DK0699 HISTORY - 20030716 GOOD USACE DK0699 DK0699 STATION DESCRIPTION DK0699 DK0699'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 DK0699'2 MI SSE FROM SHELBY. DK0699'THE MARK IS LOCATED 2 MILES SOUTH-SOUTHEAST OF SHELBY ON THE SOUTH DK0699'SIDE OF A GRAVELED ROAD, 3.5 MILES NORTHWEST OF MOUND BAYOU ABOUT 0.9 DK0699'MILE NORTH OF THE COMMUNITY OF WINSTONVILLE IN THE NORTHEAST 1/4 OF DK0699'THE NORTHWEST 1/4 OF SECTION 19, T 24N, R 5W. IT IS 19 FEET SOUTH OF DK0699'THE CENTER OF A GRAVELED ROAD, 57 FEET EAST OF THE CENTER OF A FIELD DK0699'ROAD, 1 FOOT SOUTH OF A POWER POLE WITH A GUY WIRE, 1 FOOT NORTH OF A DK0699'METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 1 DK0699'FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 6 INCHES. TO REACH FROM DK0699'THE JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 61 IN SHELBY GO DK0699'SOUTH ON U.S. HIGHWAY 61 FOR 2.1 MILES TO A SIDE ROAD LEFT. TURN LEFT DK0699'AND GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT. DK0699 DK0699 STATION RECOVERY (2003) DK0699 DK0699'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0699'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0696 *********************************************************************** DK0696 DESIGNATION - WINSTON RM 1 DK0696 PID - DK0696 DK0696 STATE/COUNTY- MS/BOLIVAR DK0696 USGS QUAD - SHELBY (1969) DK0696 DK0696 *CURRENT SURVEY CONTROL DK0696 ___________________________________________________________________ DK0696* NAD 83(1986)- 33 54 51. (N) 090 45 15. (W) SCALED DK0696* NAVD 88 - 44.673 (meters) 146.56 (feet) ADJUSTED DK0696 ___________________________________________________________________ DK0696 GEOID HEIGHT- -26.39 (meters) GEOID99 DK0696 DYNAMIC HT - 44.628 (meters) 146.42 (feet) COMP DK0696 MODELED GRAV- 979,634.8 (mgal) NAVD 88 DK0696 DK0696 VERT ORDER - SECOND CLASS 0 DK0696 DK0696.The horizontal coordinates were scaled from a topographic map and have DK0696.an estimated accuracy of +/- 6 seconds. DK0696 DK0696.The orthometric height was determined by differential leveling DK0696.and adjusted by the National Geodetic Survey in June 1991. DK0696.WARNING-Repeat measurements at this control monument indicate possible DK0696.vertical movement. DK0696 DK0696.The geoid height was determined by GEOID99. DK0696 DK0696.The dynamic height is computed by dividing the NAVD 88 DK0696.geopotential number by the normal gravity value computed on the DK0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0696.degrees latitude (g = 980.6199 gals.). DK0696 DK0696.The modeled gravity was interpolated from observed gravity values. DK0696 DK0696; North East Units Estimated Accuracy DK0696;SPC MS W - 489,510. 661,080. MT (+/- 180 meters Scaled) DK0696 DK0696 SUPERSEDED SURVEY CONTROL DK0696 DK0696 NGVD 29 - 44.752 (m) 146.82 (f) ADJUSTED 2 0 DK0696 DK0696.Superseded values are not recommended for survey control. DK0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0696.See file dsdata.txt to determine how the superseded data were derived. DK0696 DK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT076549(NAD 83) DK0696_MARKER: DR = REFERENCE MARK DISK DK0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0696_STAMPING: SHELBY NO 1 1957 DK0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0696+STABILITY: SURFACE MOTION DK0696 DK0696 HISTORY - Date Condition Report By DK0696 HISTORY - 1957 MONUMENTED CGS DK0696 HISTORY - 1975 GOOD MSHD DK0696 HISTORY - 20030714 MARK NOT FOUND USACE DK0696 DK0696 STATION DESCRIPTION DK0696 DK0696'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 DK0696'2.7 MI SSE FROM SHELBY. DK0696'THE MARK IS LOCATED 2.6 MILES SOUTH-SOUTHEAST OF SHELBY AT THE NORTH DK0696'EDGE OF WINSTONVILLE ON THE GROUNDS OF THE WINSTONVILLE HEAD START DK0696'CENTER, 2.8 MILES NORTH OF MOUND BAYOU IN THE SOUTHWEST 1/4 OF SECTION DK0696'19, T 24N, R 5W. IT IS 83.61 FEET EAST OF THE STATION, 191 FEET EAST DK0696'OF THE EAST RAIL OF THE I.C.R.R. TRACK, 46 FEET SOUTH OF THE CENTER OF DK0696'A GRAVELED ROAD, 17 FEET WEST OF THE CENTER OF THE SCHOOL DRIVEWAY, DK0696'79.5 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND GUY WIRES, DK0696'40 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL, 19 FEET NORTH DK0696'OF THE PROJECTED PLANE OF THE NORTH WALL OF THE SCHOOL, 23 FEET SOUTH DK0696'OF A CYCLONE FENCE SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 5 DK0696'FEET BELOW THE LEVEL OF THE TRACK AND IS FLUSH WITH THE GROUND. TO DK0696'REACH FROM THE JUNCTION OF STATE HIGHWAY 32 AND U.S. HIGHWAY 61 1 DK0696'BLOCK WEST OF THE POST OFFICE IN SHELBY GO SOUTH ON U.S. HIGHWAY 61 DK0696'FOR 2.85 MILES TO A CROSSROAD (0.1 MILE SOUTH OF A SIDE ROAD RIGHT). DK0696'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO THE SCHOOL DK0696'AND THE MARK ON THE LEFT. DK0696 DK0696 STATION RECOVERY (2003) DK0696 DK0696'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0696'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0695 *********************************************************************** DK0695 DESIGNATION - WINSTON RM 2 DK0695 PID - DK0695 DK0695 STATE/COUNTY- MS/BOLIVAR DK0695 USGS QUAD - SHELBY (1969) DK0695 DK0695 *CURRENT SURVEY CONTROL DK0695 ___________________________________________________________________ DK0695* NAD 83(1986)- 33 54 51. (N) 090 45 15. (W) SCALED DK0695* NAVD 88 - 44.730 (meters) 146.75 (feet) ADJUSTED DK0695 ___________________________________________________________________ DK0695 GEOID HEIGHT- -26.39 (meters) GEOID99 DK0695 DYNAMIC HT - 44.686 (meters) 146.61 (feet) COMP DK0695 MODELED GRAV- 979,634.8 (mgal) NAVD 88 DK0695 DK0695 VERT ORDER - SECOND CLASS 0 DK0695 DK0695.The horizontal coordinates were scaled from a topographic map and have DK0695.an estimated accuracy of +/- 6 seconds. DK0695 DK0695.The orthometric height was determined by differential leveling DK0695.and adjusted by the National Geodetic Survey in June 1991. DK0695.WARNING-Repeat measurements at this control monument indicate possible DK0695.vertical movement. DK0695 DK0695.The geoid height was determined by GEOID99. DK0695 DK0695.The dynamic height is computed by dividing the NAVD 88 DK0695.geopotential number by the normal gravity value computed on the DK0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0695.degrees latitude (g = 980.6199 gals.). DK0695 DK0695.The modeled gravity was interpolated from observed gravity values. DK0695 DK0695; North East Units Estimated Accuracy DK0695;SPC MS W - 489,510. 661,080. MT (+/- 180 meters Scaled) DK0695 DK0695 SUPERSEDED SURVEY CONTROL DK0695 DK0695 NGVD 29 - 44.809 (m) 147.01 (f) ADJUSTED 2 0 DK0695 DK0695.Superseded values are not recommended for survey control. DK0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0695.See file dsdata.txt to determine how the superseded data were derived. DK0695 DK0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT076549(NAD 83) DK0695_MARKER: DR = REFERENCE MARK DISK DK0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0695_STAMPING: WINSTON NO 2 1957 DK0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0695+STABILITY: SURFACE MOTION DK0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK0695+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK0695 DK0695 HISTORY - Date Condition Report By DK0695 HISTORY - 1957 MONUMENTED CGS DK0695 HISTORY - 1975 POOR MSHD DK0695 HISTORY - 20030716 GOOD USACE DK0695 DK0695 STATION DESCRIPTION DK0695 DK0695'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 DK0695'2.7 MI SSE FROM SHELBY. DK0695'THE MARK IS LOCATED 2.6 MILES SOUTH-SOUTHEAST OF SHELBY ON THE GROUNDS DK0695'OF THE WINSTONVILLE HEAD START CENTER AT THE NORTH EDGE OF DK0695'WINSTONVILLE, 2.8 MILES NORTH OF MOUND BAYOU IN THE SOUTHWEST 1/4 OF DK0695'SECTION 19, T 24N, R 5W. IT IS 79.14 FEET SOUTH-SOUTHEAST OF THE DK0695'STATION, 114 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 38 FEET EAST DK0695'OF THE CENTER OF A NARROW GRAVELED ROAD, 78 FEET EAST OF THE EAST RAIL DK0695'OF THE I.C.R.R. TRACK, 101 FEET WEST OF THE WEST WALL OF A CONCRETE DK0695'BLOCK SCHOOL, 77 FEET NORTHWEST OF A POLE WITH A LIGHT SET IN THE TOP DK0695'OF A ROUND CONCRETE POST ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK AND DK0695'IS FLUSH WITH THE GROUND. TO REACH FROM THE JUNCTION OF STATE HIGHWAY DK0695'32 AND U.S. HIGHWAY 61 1 BLOCK WEST OF THE POST OFFICE IN SHELBY GO DK0695'SOUTH ON U.S. HIGHWAY 61 FOR 2.85 MILES TO A CROSSROAD (0.1 MILE SOUTH DK0695'OF A SIDE ROAD RIGHT). TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR DK0695'0.1 MILE TO THE SCHOOL AND THE MARK ON THE LEFT. DK0695 DK0695 STATION RECOVERY (2003) DK0695 DK0695'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0695'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0595 *********************************************************************** DK0595 DESIGNATION - X 198 DK0595 PID - DK0595 DK0595 STATE/COUNTY- MS/BOLIVAR DK0595 USGS QUAD - PACE (1969) DK0595 DK0595 *CURRENT SURVEY CONTROL DK0595 ___________________________________________________________________ DK0595* NAD 83(1986)- 33 47 28. (N) 090 51 26. (W) SCALED DK0595* NAVD 88 - 42.700 (meters) 140.09 (feet) ADJUSTED DK0595 ___________________________________________________________________ DK0595 GEOID HEIGHT- -26.46 (meters) GEOID99 DK0595 DYNAMIC HT - 42.656 (meters) 139.95 (feet) COMP DK0595 MODELED GRAV- 979,617.7 (mgal) NAVD 88 DK0595 DK0595 VERT ORDER - SECOND CLASS 0 DK0595 DK0595.The horizontal coordinates were scaled from a topographic map and have DK0595.an estimated accuracy of +/- 6 seconds. DK0595 DK0595.The orthometric height was determined by differential leveling DK0595.and adjusted by the National Geodetic Survey in June 1991. DK0595 DK0595.The geoid height was determined by GEOID99. DK0595 DK0595.The dynamic height is computed by dividing the NAVD 88 DK0595.geopotential number by the normal gravity value computed on the DK0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0595.degrees latitude (g = 980.6199 gals.). DK0595 DK0595.The modeled gravity was interpolated from observed gravity values. DK0595 DK0595; North East Units Estimated Accuracy DK0595;SPC MS W - 475,900. 651,490. MT (+/- 180 meters Scaled) DK0595 DK0595 SUPERSEDED SURVEY CONTROL DK0595 DK0595 NGVD 29 - 42.811 (m) 140.46 (f) ADJUSTED 2 0 DK0595 DK0595.Superseded values are not recommended for survey control. DK0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0595.See file dsdata.txt to determine how the superseded data were derived. DK0595 DK0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT983410(NAD 83) DK0595_MARKER: DB = BENCH MARK DISK DK0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0595_STAMPING: X 198 1957 DK0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0595+STABILITY: SURFACE MOTION DK0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK0595+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2003 DK0595 DK0595 HISTORY - Date Condition Report By DK0595 HISTORY - 1957 MONUMENTED CGS DK0595 HISTORY - 1973 GOOD MSHD DK0595 HISTORY - 20030715 GOOD USACE DK0595 DK0595 STATION DESCRIPTION DK0595 DK0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0595'IN PACE. DK0595'AT PACE, ABOUT 0.6 MILE EAST ALONG STREET FROM THE SCHOOL AT PACE, 39 DK0595'FEET SOUTH OF CENTER LINE OF BLACK TOP STREET, 84 FEET SOUTHWEST OF DK0595'CENTER LINE OF ABANDONED RAILROAD BED, 38 FEET EAST-NORTHEAST OF DK0595'NORTHEAST CORNER OF A WHITE FRAME HOUSE, 8 FEET SOUTHWEST OF A DK0595'TELEPHONE POLE, 11 FEET WEST OF EAST END OF A CONCRETE SIDE WALK, 1 DK0595'FOOT SOUTH OF SOUTH EDGE OF CONCRETE SIDE WALK, NEAR A POINT WHERE THE DK0595'BLACK TOP ROAD TURNS NORTH, AND SET IN THE TOP OF A CONCRETE POST DK0595'ABOUT FLUSH WITH GROUND AND ABOUT LEVEL WITH SIDE WALK. DK0595 DK0595 STATION RECOVERY (1973) DK0595 DK0595'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0595'THE MARK IS LOCATED 0.1 MILE EAST OF THE CENTER OF PACE JUST SOUTH OF DK0595'A SHARP CURVE IN THE MAIN STREET, 8.6 MILES WNW OF CLEVELAND IN THE DK0595'NW 1/4 OF THE NE 1/4 OF SECTION 6, T 22N, R 6W. IT IS 40 FEET SOUTH DK0595'OF THE CENTER OF A BLACK TOP STREET, 41 FEET WEST OF THE PROJECTED DK0595'CENTER OF ANOTHER BLACK TOP STREET, 32.5 FEET ESE OF A POLE WITH A DK0595'LAMP AND GUY WIRE, 68 FEET WNW OF A 36 INCH COTTONWOOD, 7.5 FEET SW DK0595'OF A POLE THAT HAS BEEN CUT OFF ABOUT 5 FEET ABOVE THE GROUND, 9 FEET DK0595'WEST OF THE CENTER OF THE JUNCTION OF WALKS, 1 FOOT SOUTH OF THE DK0595'SOUTH EDGE OF A WALK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER DK0595'ABOUT LEVEL WITH THE STREET AND IS FLUSH WITH THE WALK. TO REACH FROM DK0595'THE INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 61 IN CLEVELAND DK0595'GO WEST ON STATE HIGHWAY 8 THROUGH CLEVELAND FOR 8.9 MILES TO A DK0595'CROSSROAD. TURN LEFT AND GO SOUTH ON A BLACK TOP ROAD FOR 0.15 MILE DK0595'TO WHERE THE ROAD CURVES SHARP RIGHT JUST BEYOND TWO CROSS STREETS. DK0595 DK0595 STATION RECOVERY (2003) DK0595 DK0595'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0595'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0587 *********************************************************************** DK0587 DESIGNATION - X 199 DK0587 PID - DK0587 DK0587 STATE/COUNTY- MS/BOLIVAR DK0587 USGS QUAD - BEULAH (1969) DK0587 DK0587 *CURRENT SURVEY CONTROL DK0587 ___________________________________________________________________ DK0587* NAD 83(1986)- 33 50 44. (N) 090 53 50. (W) SCALED DK0587* NAVD 88 - 44.542 (meters) 146.13 (feet) ADJUSTED DK0587 ___________________________________________________________________ DK0587 GEOID HEIGHT- -26.45 (meters) GEOID99 DK0587 DYNAMIC HT - 44.497 (meters) 145.99 (feet) COMP DK0587 MODELED GRAV- 979,622.8 (mgal) NAVD 88 DK0587 DK0587 VERT ORDER - SECOND CLASS 0 DK0587 DK0587.The horizontal coordinates were scaled from a topographic map and have DK0587.an estimated accuracy of +/- 6 seconds. DK0587 DK0587.The orthometric height was determined by differential leveling DK0587.and adjusted by the National Geodetic Survey in June 1991. DK0587 DK0587.The geoid height was determined by GEOID99. DK0587 DK0587.The dynamic height is computed by dividing the NAVD 88 DK0587.geopotential number by the normal gravity value computed on the DK0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0587.degrees latitude (g = 980.6199 gals.). DK0587 DK0587.The modeled gravity was interpolated from observed gravity values. DK0587 DK0587; North East Units Estimated Accuracy DK0587;SPC MS W - 481,960. 647,810. MT (+/- 180 meters Scaled) DK0587 DK0587 SUPERSEDED SURVEY CONTROL DK0587 DK0587 NGVD 29 - 44.650 (m) 146.49 (f) ADJUSTED 2 0 DK0587 DK0587.Superseded values are not recommended for survey control. DK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0587.See file dsdata.txt to determine how the superseded data were derived. DK0587 DK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT945470(NAD 83) DK0587_MARKER: DB = BENCH MARK DISK DK0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0587_STAMPING: X 199 1957 DK0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0587+STABILITY: SURFACE MOTION DK0587 DK0587 HISTORY - Date Condition Report By DK0587 HISTORY - 1957 MONUMENTED CGS DK0587 HISTORY - 1973 GOOD MSHD DK0587 HISTORY - 20030716 MARK NOT FOUND USACE DK0587 DK0587 STATION DESCRIPTION DK0587 DK0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0587'1.0 MI NW FROM SYMONDS. DK0587'ABOUT 1.0 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE ROAD DK0587'INTERSECTION AT SYMONDS, IN SECTION 14, T 23 N, R 7 W, 95 FEET EAST OF DK0587'CENTER LINE OF ROAD, 70 FEET EAST OF A POWER POLE, 40 FEET SOUTH OF A DK0587'LONE 30-INCH BLACK WALNUT TREE, 41 FEET WEST-SOUTHWEST OF A TENANT DK0587'HOUSE OWNED BY MR. STELLA SLAUGHTER, 10 FEET NORTH OF CENTER LINE OF DK0587'DRIVE TO ABOVE HOUSE, 2 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A DK0587'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL DK0587'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. DK0587 DK0587 STATION RECOVERY (1973) DK0587 DK0587'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0587'THE MARK IS LOCATED 7.4 MILES EAST OF ROSEDALE IN THE FRONT YARD OF A DK0587'TENANT HOUSE OWNED BY MR. OLIVER LEE WALKER, 4.3 MILES NW OF PACE, DK0587'0.7 MILES NNW OF SYMONDS IN THE NW 1/4 OF SECTION 14, T 23N, R 7W. IT DK0587'IS 93 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 15 FEET NORTH OF DK0587'THE CENTER OF A DRIVEWAY, 41 FEET WNW OF THE SW CORNER OF A TENANT DK0587'HOUSE, 40 FEET SOUTH OF A LONE 36 INCH WALNUT, 69 FEET EAST OF A DK0587'POWER POLE WITH A TRANSFORMER, 1 FOOT EAST OF A METAL WITNESS POST DK0587'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT LEVEL WITH THE DK0587'ROAD AND IS FLUSH WITH THE GROUND. TO REACH FROM THE COURTHOUSE IN DK0587'ROSEDALE GO SOUTH ON STATE HIGHWAY 1 FOR 0.6 MILE TO THE JUNCTION OF DK0587'STATE HIGHWAY 8. TURN LEFT AND GO EAST ON STATE HIGHWAY 8 FOR 9.5 DK0587'MILES TO A SIDE ROAD LEFT. TURN SHARP LEFT AND GO NW ON A BLACK TOP DK0587'ROAD FOR 2.55 MILES TO A T INTERSECTION. TURN LEFT AND GO WEST AND DK0587'NORTH ON A GRAVELED ROAD FOR 1 MILE TO A FRAME HOUSE AND THE MARK ON DK0587'THE RIGHT. DK0587 DK0587 STATION RECOVERY (2003) DK0587 DK0587'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0587'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK2152 *********************************************************************** DK2152 DESIGNATION - X 359 DK2152 PID - DK2152 DK2152 STATE/COUNTY- MS/BOLIVAR DK2152 USGS QUAD - GUNNISON (1969) DK2152 DK2152 *CURRENT SURVEY CONTROL DK2152 ___________________________________________________________________ DK2152* NAD 83(1986)- 33 58 33. (N) 090 54 46. (W) SCALED DK2152* NAVD 88 - 46.961 (meters) 154.07 (feet) ADJUSTED DK2152 ___________________________________________________________________ DK2152 GEOID HEIGHT- -26.44 (meters) GEOID99 DK2152 DYNAMIC HT - 46.914 (meters) 153.92 (feet) COMP DK2152 MODELED GRAV- 979,635.8 (mgal) NAVD 88 DK2152 DK2152 VERT ORDER - FIRST CLASS II DK2152 DK2152.The horizontal coordinates were scaled from a topographic map and have DK2152.an estimated accuracy of +/- 6 seconds. DK2152 DK2152.The orthometric height was determined by differential leveling DK2152.and adjusted by the National Geodetic Survey in July 1994. DK2152 DK2152.The geoid height was determined by GEOID99. DK2152 DK2152.The dynamic height is computed by dividing the NAVD 88 DK2152.geopotential number by the normal gravity value computed on the DK2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK2152.degrees latitude (g = 980.6199 gals.). DK2152 DK2152.The modeled gravity was interpolated from observed gravity values. DK2152 DK2152; North East Units Estimated Accuracy DK2152;SPC MS W - 496,420. 646,460. MT (+/- 180 meters Scaled) DK2152 DK2152 SUPERSEDED SURVEY CONTROL DK2152 DK2152.No superseded survey control is available for this station. DK2152 DK2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT928614(NAD 83) DK2152_MARKER: I = METAL ROD DK2152_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DK2152_STAMPING: X 359 1991 DK2152_MARK LOGO: NGS DK2152_PROJECTION: PROJECTING 3 CENTIMETERS DK2152_MAGNETIC: I = MARKER IS A STEEL ROD DK2152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DK2152+STABILITY: POSITION/ELEVATION WELL DK2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK2152+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK2152_ROD/PIPE-DEPTH: 39.6 meters DK2152_SLEEVE-DEPTH : 6.6 meters DK2152 DK2152 HISTORY - Date Condition Report By DK2152 HISTORY - 1991 MONUMENTED NGS DK2152 HISTORY - 20001011 GOOD USE DK2152 HISTORY - 20030714 GOOD USACE DK2152 DK2152 STATION DESCRIPTION DK2152 DK2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 DK2152'18.5 KM (11.50 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE DK2152'JUNCTION OF STATE HIGHWAY 8 IN ROSEDALE, 32.3 M (106.0 FT) SOUTHEAST DK2152'OF THE CENTER OF THE ENTRANCE ROAD AND GATE TO THE PERTHSHIRE FARMS DK2152'MAINTENANCE YARD, 26.2 M (86.0 FT) SOUTHWEST OF A UTILITY LIGHT POLE DK2152'WITH A GUY CABLE AND 2 TRANSFORMERS, 17.7 M (58.1 FT) NORTHWEST OF DK2152'THE HIGHWAY CENTERLINE, 14.5 M (47.6 FT) NORTHEAST OF THE CENTER OF A DK2152'PAVED ROAD, 3.4 M (11.2 FT) NORTHEAST OF A CHAIN-LINK FENCE, 1.4 M DK2152'(4.6 FT) NORTHEAST OF A FLAG POLE, AND 0.6 M (2.0 FT) BELOW THE LEVEL DK2152'OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH DK2152'LOGO CAP. THE MARK IS ON PROPERTY OWNED BY PERTHSHIRE FARMS, RURAL DK2152'ROUTE 1 BOX 500, GUNNISON, MS., TELEPHONE NUMBER (601) 747-2223. DK2152 DK2152 STATION RECOVERY (2000) DK2152 DK2152'RECOVERY NOTE BY US ENGINEERS 2000 (JMH) DK2152'RECOVERED IN GOOD CONDITION. STAMPING IS ON COLLAR. DK2152 DK2152 STATION RECOVERY (2003) DK2152 DK2152'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK2152'STAMPING ON COLLAR OF ACCESS COVER. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0598 *********************************************************************** DK0598 DESIGNATION - Y 198 DK0598 PID - DK0598 DK0598 STATE/COUNTY- MS/BOLIVAR DK0598 USGS QUAD - PACE (1969) DK0598 DK0598 *CURRENT SURVEY CONTROL DK0598 ___________________________________________________________________ DK0598* NAD 83(1986)- 33 47 09. (N) 090 50 38. (W) SCALED DK0598* NAVD 88 - 41.697 (meters) 136.80 (feet) ADJUSTED DK0598 ___________________________________________________________________ DK0598 GEOID HEIGHT- -26.46 (meters) GEOID99 DK0598 DYNAMIC HT - 41.655 (meters) 136.66 (feet) COMP DK0598 MODELED GRAV- 979,617.5 (mgal) NAVD 88 DK0598 DK0598 VERT ORDER - SECOND CLASS 0 DK0598 DK0598.The horizontal coordinates were scaled from a topographic map and have DK0598.an estimated accuracy of +/- 6 seconds. DK0598 DK0598.The orthometric height was determined by differential leveling DK0598.and adjusted by the National Geodetic Survey in June 1991. DK0598 DK0598.The geoid height was determined by GEOID99. DK0598 DK0598.The dynamic height is computed by dividing the NAVD 88 DK0598.geopotential number by the normal gravity value computed on the DK0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0598.degrees latitude (g = 980.6199 gals.). DK0598 DK0598.The modeled gravity was interpolated from observed gravity values. DK0598 DK0598; North East Units Estimated Accuracy DK0598;SPC MS W - 475,310. 652,720. MT (+/- 180 meters Scaled) DK0598 DK0598 SUPERSEDED SURVEY CONTROL DK0598 DK0598 NGVD 29 - 41.809 (m) 137.17 (f) ADJUSTED 2 0 DK0598 DK0598.Superseded values are not recommended for survey control. DK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0598.See file dsdata.txt to determine how the superseded data were derived. DK0598 DK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT996404(NAD 83) DK0598_MARKER: DB = BENCH MARK DISK DK0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0598_STAMPING: Y 198 1957 DK0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0598+STABILITY: SURFACE MOTION DK0598 DK0598 HISTORY - Date Condition Report By DK0598 HISTORY - 1957 MONUMENTED CGS DK0598 HISTORY - 1973 GOOD MSHD DK0598 HISTORY - 20030715 MARK NOT FOUND USACE DK0598 DK0598 STATION DESCRIPTION DK0598 DK0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0598'1.6 MI E FROM PACE. DK0598'ABOUT 1.2 MILES EAST ALONG STREETS FROM SCHOOL AT PACE, THENCE 0.4 DK0598'MILE EAST ALONG STATE HIGHWAY 8, IN SECTION 5, T 22 N, R 6 W, 57 FEET DK0598'SOUTHWEST OF CENTER LINE OF HIGHWAY, 251 FEET SOUTHEAST OF SOUTHWEST DK0598'END OF A 30-INCH PIPE CULVERT UNDER HIGHWAY, 50 FEET NORTH OF NORTH DK0598'CORNER OF AN UNOCCUPIED TENANT HOUSE, 6 FEET WEST-SOUTHWEST OF DK0598'NORTHWEST END OF AN 18-INCH PIPE CULVERT UNDER A DRIVE TO ABOVE HOUSE, DK0598'3 FEET EAST-NORTHEAST OF A POWER POLE, 1 1/2 FEET EAST OF A WHITE DK0598'WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN DK0598'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. DK0598 DK0598 STATION RECOVERY (1973) DK0598 DK0598'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0598'THE MARK IS LOCATED 7.8 MILES WNW OF CLEVELAND ON THE SE ROW OF STATE DK0598'HIGHWAY 8, 0.9 MILE ESE OF PACE IN THE SE 1/4 OF THE NW 1/4 OF DK0598'SECTION 5, T 22N, R 6W. IT IS 57 FEET SW OF THE CENTER OF HIGHWAY 8, DK0598'251 FEET SE OF THE SW END OF A 30 INCH CONCRETE PIPE UNDER THE DK0598'HIGHWAY, 7.5 FEET WEST OF THE NW END OF AN 18 INCH CONCRETE PIPE DK0598'UNDER THE RAMP, 2.5 FEET EAST OF A POWER POLE, 1 FOOT NW OF A METAL DK0598'WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT 2 DK0598'FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 4 INCHES. TO REACH DK0598'FROM THE INTERSECTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY 61 IN DK0598'CLEVELAND GO WEST ON STATE HIGHWAY 8 THROUGH CLEVELAND FOR 7.2 MILES DK0598'TO A CROSSROAD. CONTINUE NW ON STATE HIGHWAY 8 FOR 0.8 MILE TO A RAMP DK0598'AND THE MARK ON THE LEFT. DK0598 DK0598 STATION RECOVERY (2003) DK0598 DK0598'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0598'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0586 *********************************************************************** DK0586 DESIGNATION - Y 199 DK0586 PID - DK0586 DK0586 STATE/COUNTY- MS/BOLIVAR DK0586 USGS QUAD - BEULAH (1969) DK0586 DK0586 *CURRENT SURVEY CONTROL DK0586 ___________________________________________________________________ DK0586* NAD 83(1986)- 33 50 54. (N) 090 54 40. (W) SCALED DK0586* NAVD 88 - 44.804 (meters) 146.99 (feet) ADJUSTED DK0586 ___________________________________________________________________ DK0586 GEOID HEIGHT- -26.45 (meters) GEOID99 DK0586 DYNAMIC HT - 44.758 (meters) 146.84 (feet) COMP DK0586 MODELED GRAV- 979,622.8 (mgal) NAVD 88 DK0586 DK0586 VERT ORDER - SECOND CLASS 0 DK0586 DK0586.The horizontal coordinates were scaled from a topographic map and have DK0586.an estimated accuracy of +/- 6 seconds. DK0586 DK0586.The orthometric height was determined by differential leveling DK0586.and adjusted by the National Geodetic Survey in June 1991. DK0586 DK0586.The geoid height was determined by GEOID99. DK0586 DK0586.The dynamic height is computed by dividing the NAVD 88 DK0586.geopotential number by the normal gravity value computed on the DK0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0586.degrees latitude (g = 980.6199 gals.). DK0586 DK0586.The modeled gravity was interpolated from observed gravity values. DK0586 DK0586; North East Units Estimated Accuracy DK0586;SPC MS W - 482,280. 646,530. MT (+/- 180 meters Scaled) DK0586 DK0586 SUPERSEDED SURVEY CONTROL DK0586 DK0586 NGVD 29 - 44.911 (m) 147.35 (f) ADJUSTED 2 0 DK0586 DK0586.Superseded values are not recommended for survey control. DK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0586.See file dsdata.txt to determine how the superseded data were derived. DK0586 DK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT932473(NAD 83) DK0586_MARKER: DB = BENCH MARK DISK DK0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0586_STAMPING: Y 199 1957 DK0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0586+STABILITY: SURFACE MOTION DK0586 DK0586 HISTORY - Date Condition Report By DK0586 HISTORY - 1957 MONUMENTED CGS DK0586 HISTORY - 1973 GOOD MSHD DK0586 HISTORY - 20030716 POOR USACE DK0586 DK0586 STATION DESCRIPTION DK0586 DK0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0586'1.9 MI NW FROM SYMONDS. DK0586'ABOUT 1.9 MILES NORTHWEST ALONG A GRAVEL ROAD FROM ROAD CROSSING AT DK0586'SYMONDS, ABOUT 0.65 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM BRIDGE DK0586'OVER BOUGE PHALIA AT MALVINA, IN SECTION 15, T 23 N, R 7 W, 24 FEET DK0586'NORTH OF CENTER LINE OF ROAD, 143 FEET SOUTHWEST OF SOUTHWEST CORNER DK0586'OF C. F. REYNOLDS RESIDENCE, 67 FEET WEST OF CENTER LINE OF DRIVE TO DK0586'ABOVE HOUSE, 12 FEET EAST OF TELEPHONE POLE NO. 14, 3 FEET NORTHWEST DK0586'OF SOUTHWEST CORNER OF STEEL FENCE AROUND ABOVE RESIDENCE, ABOUT 1/2 DK0586'FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT DK0586'FLUSH WITH GROUND. DK0586 DK0586 STATION RECOVERY (1973) DK0586 DK0586'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0586'THE MARK IS LOCATED 6.7 MILES EAST OF ROSEDALE NEAR THE SW CORNER OF DK0586'THE CYCLONE FENCE AROUND THE LAWN OF MR. C. F. REYNOLDS OPPOSITE A T DK0586'INTERSECTION, 5 MILES NW OF PACE, 0.5 MILE EAST OF MALVINA IN THE NW DK0586'1/4 OF THE NE 1/4 OF SECTION 15, T 23N, R 7W. IT IS 20 FEET NORTH OF DK0586'THE CENTER OF A BLACK TOP ROAD, 66 FEET WEST OF THE CENTER OF A DK0586'DRIVEWAY, 1 FOOT EAST OF THE PROJECTED CENTER OF A GRAVELED ROAD, 143 DK0586'FEET SW OF THE SW CORNER OF A LARGE FRAME HOUSE, 86 FEET NE OF A DK0586'POWER POLE WITH A GUY WIRE, 70 FEET NW OF A PECAN IN THE NW CORNER OF DK0586'A PECAN ORCHARD, 91 FEET SSE OF A POWER POLE WITH A GUY WIRE, 2.5 DK0586'FEET NW OF THE SW CORNER OF A CYCLONE FENCE, 1 FOOT EAST OF A METAL DK0586'WITNESS POST SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER ABOUT 1 DK0586'FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTS 8 INCHES. TO REACH FROM DK0586'THE COURTHOUSE IN ROSEDALE GO SOUTH ON STATE HIGHWAY 1 FOR 0.6 MILE DK0586'TO THE JUNCTION OF STATE HIGHWAY 8. TURN LEFT AND GO EAST ON STATE DK0586'HIGHWAY 8 FOR 7 MILES TO A CROSSROAD. TURN LEFT AND GO NORTH ON A DK0586'GRAVELED ROAD FOR 1.9 MILES TO A T INTERSECTION AND THE MARK STRAIGHT DK0586'AHEAD. DK0586 DK0586 STATION RECOVERY (2003) DK0586 DK0586'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0586'DISK MISSING. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0800 *********************************************************************** DK0800 DESIGNATION - Y 241 DK0800 PID - DK0800 DK0800 STATE/COUNTY- MS/BOLIVAR DK0800 USGS QUAD - ROSEDALE (1972) DK0800 DK0800 *CURRENT SURVEY CONTROL DK0800 ___________________________________________________________________ DK0800* NAD 83(1986)- 33 50 33. (N) 091 00 48. (W) SCALED DK0800* NAVD 88 - 45.260 (meters) 148.49 (feet) ADJUSTED DK0800 ___________________________________________________________________ DK0800 GEOID HEIGHT- -26.44 (meters) GEOID99 DK0800 DYNAMIC HT - 45.214 (meters) 148.34 (feet) COMP DK0800 MODELED GRAV- 979,621.0 (mgal) NAVD 88 DK0800 DK0800 VERT ORDER - FIRST CLASS I DK0800 DK0800.The horizontal coordinates were scaled from a topographic map and have DK0800.an estimated accuracy of +/- 6 seconds. DK0800 DK0800.The orthometric height was determined by differential leveling DK0800.and adjusted by the National Geodetic Survey in June 1991. DK0800 DK0800.The geoid height was determined by GEOID99. DK0800 DK0800.The dynamic height is computed by dividing the NAVD 88 DK0800.geopotential number by the normal gravity value computed on the DK0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0800.degrees latitude (g = 980.6199 gals.). DK0800 DK0800.The modeled gravity was interpolated from observed gravity values. DK0800 DK0800; North East Units Estimated Accuracy DK0800;SPC MS W - 481,690. 637,070. MT (+/- 180 meters Scaled) DK0800 DK0800 SUPERSEDED SURVEY CONTROL DK0800 DK0800 NGVD 29 - 45.329 (m) 148.72 (f) ADJUSTED 1 1 DK0800 DK0800.Superseded values are not recommended for survey control. DK0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0800.See file dsdata.txt to determine how the superseded data were derived. DK0800 DK0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT838464(NAD 83) DK0800_MARKER: DB = BENCH MARK DISK DK0800_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DK0800+WITH SETTING: INTO GROUND DK0800_STAMPING: Y 241 1974 DK0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0800+STABILITY: SURFACE MOTION DK0800 DK0800 HISTORY - Date Condition Report By DK0800 HISTORY - 1974 MONUMENTED NGS DK0800 HISTORY - 20030716 MARK NOT FOUND USACE DK0800 DK0800 STATION DESCRIPTION DK0800 DK0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK0800'0.8 MI E FROM ROSEDALE. DK0800'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 8 FROM THE JUNCTION OF STATE DK0800'HIGHWAY 1 AT ROSEDALE. ALSO, ABOUT 0.55 MILE SOUTH ALONG STATE DK0800'HIGHWAY 1 FROM THE COURTHOUSE AT ROSEDALE, THENCE ABOUT 0.85 MILE EAST DK0800'ALONG STATE HIGHWAY 8, 59.1 FEET SOUTH OF THE CENTER LINE OF THE DK0800'HIGHWAY, 150.4 FEET EAST OF AN UNDERGROUND CABLE MARKER BOX, 1.3 FEET DK0800'WEST OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF THE HIGHWAY AND ON DK0800'THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A DK0800'METAL BASE PLATE. THE DISK IS 0.2 FEET BELOW LEVEL OF THE GROUND AND DK0800'PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.1 FOOT. SEC. 15, T DK0800'23N, R 8W. DK0800 DK0800 STATION RECOVERY (2003) DK0800 DK0800'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0800'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK2153 *********************************************************************** DK2153 DESIGNATION - Y 359 DK2153 PID - DK2153 DK2153 STATE/COUNTY- MS/BOLIVAR DK2153 USGS QUAD - GUNNISON (1969) DK2153 DK2153 *CURRENT SURVEY CONTROL DK2153 ___________________________________________________________________ DK2153* NAD 83(1986)- 33 53 47. (N) 090 59 36. (W) SCALED DK2153* NAVD 88 - 45.450 (meters) 149.11 (feet) ADJUSTED DK2153 ___________________________________________________________________ DK2153 GEOID HEIGHT- -26.43 (meters) GEOID99 DK2153 DYNAMIC HT - 45.405 (meters) 148.97 (feet) COMP DK2153 MODELED GRAV- 979,627.3 (mgal) NAVD 88 DK2153 DK2153 VERT ORDER - FIRST CLASS II DK2153 DK2153.The horizontal coordinates were scaled from a topographic map and have DK2153.an estimated accuracy of +/- 6 seconds. DK2153 DK2153.The orthometric height was determined by differential leveling DK2153.and adjusted by the National Geodetic Survey in July 1994. DK2153 DK2153.The geoid height was determined by GEOID99. DK2153 DK2153.The dynamic height is computed by dividing the NAVD 88 DK2153.geopotential number by the normal gravity value computed on the DK2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK2153.degrees latitude (g = 980.6199 gals.). DK2153 DK2153.The modeled gravity was interpolated from observed gravity values. DK2153 DK2153; North East Units Estimated Accuracy DK2153;SPC MS W - 487,650. 638,960. MT (+/- 180 meters Scaled) DK2153 DK2153 SUPERSEDED SURVEY CONTROL DK2153 DK2153.No superseded survey control is available for this station. DK2153 DK2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT855524(NAD 83) DK2153_MARKER: I = METAL ROD DK2153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DK2153_STAMPING: Y 359 1991 DK2153_MARK LOGO: NGS DK2153_PROJECTION: FLUSH DK2153_MAGNETIC: I = MARKER IS A STEEL ROD DK2153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DK2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK2153+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003 DK2153_ROD/PIPE-DEPTH: 26.4 meters DK2153 DK2153 HISTORY - Date Condition Report By DK2153 HISTORY - 1991 MONUMENTED NGS DK2153 HISTORY - 20030714 GOOD USACE DK2153 DK2153 STATION DESCRIPTION DK2153 DK2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 DK2153'6.8 KM (4.20 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION DK2153'OF STATE HIGHWAY 8 IN ROSEDALE, 21.3 M (69.9 FT) SOUTHWEST OF THE DK2153'CENTER OF A FIELD ENTRANCE, 15.3 M (50.2 FT) EAST OF AN IRRIGATION DK2153'WELL, 14.2 M (46.6 FT) NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF DK2153'THE HIGHWAY, 1.7 M (5.6 FT) NORTHEAST OF A UTILITY POLE WITH 2 GUY DK2153'CABLES, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST. NOTE--ACCESS DK2153'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. DK2153 DK2153 STATION RECOVERY (2003) DK2153 DK2153'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK2153'STAMPING ON COLLAR. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK0600 *********************************************************************** DK0600 DESIGNATION - Z 198 DK0600 PID - DK0600 DK0600 STATE/COUNTY- MS/BOLIVAR DK0600 USGS QUAD - PACE (1969) DK0600 DK0600 *CURRENT SURVEY CONTROL DK0600 ___________________________________________________________________ DK0600* NAD 83(1986)- 33 46 49. (N) 090 49 57. (W) SCALED DK0600* NAVD 88 - 41.514 (meters) 136.20 (feet) ADJUSTED DK0600 ___________________________________________________________________ DK0600 GEOID HEIGHT- -26.46 (meters) GEOID99 DK0600 DYNAMIC HT - 41.471 (meters) 136.06 (feet) COMP DK0600 MODELED GRAV- 979,617.3 (mgal) NAVD 88 DK0600 DK0600 VERT ORDER - SECOND CLASS 0 DK0600 DK0600.The horizontal coordinates were scaled from a topographic map and have DK0600.an estimated accuracy of +/- 6 seconds. DK0600 DK0600.The orthometric height was determined by differential leveling DK0600.and adjusted by the National Geodetic Survey in June 1991. DK0600 DK0600.The geoid height was determined by GEOID99. DK0600 DK0600.The dynamic height is computed by dividing the NAVD 88 DK0600.geopotential number by the normal gravity value computed on the DK0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK0600.degrees latitude (g = 980.6199 gals.). DK0600 DK0600.The modeled gravity was interpolated from observed gravity values. DK0600 DK0600; North East Units Estimated Accuracy DK0600;SPC MS W - 474,690. 653,770. MT (+/- 180 meters Scaled) DK0600 DK0600 SUPERSEDED SURVEY CONTROL DK0600 DK0600 NGVD 29 - 41.626 (m) 136.57 (f) ADJUSTED 2 0 DK0600 DK0600.Superseded values are not recommended for survey control. DK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0600.See file dsdata.txt to determine how the superseded data were derived. DK0600 DK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT006399(NAD 83) DK0600_MARKER: DB = BENCH MARK DISK DK0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0600_STAMPING: Z 198 1957 DK0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0600+STABILITY: SURFACE MOTION DK0600 DK0600 HISTORY - Date Condition Report By DK0600 HISTORY - 1957 MONUMENTED CGS DK0600 HISTORY - 1973 GOOD MSHD DK0600 HISTORY - 20030715 MARK NOT FOUND USACE DK0600 DK0600 STATION DESCRIPTION DK0600 DK0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 DK0600'2.4 MI E FROM PACE. DK0600'ABOUT 1.2 MILES EAST ALONG STREETS FROM THE SCHOOL AT PACE, THENCE 1.2 DK0600'MILES EAST ALONG STATE HIGHWAY 8, IN SECTION 5, T 22 N. R 6 W, AT A DK0600'NORTH-SOUTH CROSSROAD, 50 1/2 FEET NORTH-NORTHEAST OF CENTER LINE OF DK0600'HIGHWAY 8, 22 FEET WEST OF CENTER LINE OF ROAD NORTH, ABOUT 66 YARDS DK0600'NORTHWEST AND ACROSS INTERSECTION FROM THE NORTHWEST CORNER OF OSWALT DK0600'GROCERY STORE, 1 FOOT SOUTH OF A FENCE LINE, 3 1/2 FEET WEST OF A DK0600'FENCE CORNER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 DK0600'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST DK0600'PROJECTING 4 INCHES. DK0600 DK0600 STATION RECOVERY (1973) DK0600 DK0600'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DK0600'THE MARK IS LOCATED 7 MILES WNW OF CLEVELAND IN THE NW ANGLE OF A DK0600'CROSSROAD, 1.5 MILES ESE OF PACE, 5.7 MILES NNW OF THE BAYOU ACADEMY DK0600'AT SKENE IN THE NE 1/4 OF THE SE 1/4 OF SECTION 5, T 22N, R 6W. IT IS DK0600'50 FEET NNE OF THE CENTER OF HIGHWAY 8, 19 FEET WEST OF THE CENTER OF DK0600'A GRAVELED ROAD, 72 FEET NORTH OF THE CENTER OF THE CROSSROAD, 128 DK0600'FEET SW OF THE SW CORNER OF A LARGE WHITE ASBESTOS SIDING HOUSE, 47 DK0600'FEET WNW OF A POWER POLE, 107 FEET SOUTH OF ANOTHER POWER POLE, 1 DK0600'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A 12 INCH DK0600'CONCRETE CYLINDER ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS DK0600'FLUSH WITH THE GROUND. TO REACH FROM THE INTERSECTION OF STATE DK0600'HIGHWAY 8 AND U.S. HIGHWAY 61 IN CLEVELAND GO WEST ON STATE HIGHWAY 8 DK0600'THROUGH CLEVELAND FOR 7.2 MILES TO A CROSSROAD AND THE MARK ON THE DK0600'RIGHT ON THE OPPOSITE SIDE AND IN THE OPPOSITE ANGLE FROM A STORE. DK0600 DK0600 STATION RECOVERY (2003) DK0600 DK0600'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK0600'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK1001 *********************************************************************** DK1001 DESIGNATION - Z 241 DK1001 PID - DK1001 DK1001 STATE/COUNTY- MS/BOLIVAR DK1001 USGS QUAD - ROSEDALE (1972) DK1001 DK1001 *CURRENT SURVEY CONTROL DK1001 ___________________________________________________________________ DK1001* NAD 83(1986)- 33 52 11. (N) 091 01 22. (W) SCALED DK1001* NAVD 88 - 44.876 (meters) 147.23 (feet) ADJUSTED DK1001 ___________________________________________________________________ DK1001 GEOID HEIGHT- -26.43 (meters) GEOID99 DK1001 DYNAMIC HT - 44.831 (meters) 147.08 (feet) COMP DK1001 MODELED GRAV- 979,624.4 (mgal) NAVD 88 DK1001 DK1001 VERT ORDER - FIRST CLASS I DK1001 DK1001.The horizontal coordinates were scaled from a topographic map and have DK1001.an estimated accuracy of +/- 6 seconds. DK1001 DK1001.The orthometric height was determined by differential leveling DK1001.and adjusted by the National Geodetic Survey in June 1991. DK1001 DK1001.The geoid height was determined by GEOID99. DK1001 DK1001.The dynamic height is computed by dividing the NAVD 88 DK1001.geopotential number by the normal gravity value computed on the DK1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK1001.degrees latitude (g = 980.6199 gals.). DK1001 DK1001.The modeled gravity was interpolated from observed gravity values. DK1001 DK1001; North East Units Estimated Accuracy DK1001;SPC MS W - 484,710. 636,210. MT (+/- 180 meters Scaled) DK1001 DK1001 SUPERSEDED SURVEY CONTROL DK1001 DK1001 NGVD 29 - 44.942 (m) 147.45 (f) ADJUSTED 1 1 DK1001 DK1001.Superseded values are not recommended for survey control. DK1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK1001.See file dsdata.txt to determine how the superseded data were derived. DK1001 DK1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT828494(NAD 83) DK1001_MARKER: DV = VERTICAL CONTROL DISK DK1001_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DK1001+WITH SETTING: INTO GROUND DK1001_STAMPING: Z 241 1974 DK1001_MARK LOGO: CGS DK1001_PROJECTION: RECESSED 5 CENTIMETERS DK1001_MAGNETIC: I = MARKER IS A STEEL ROD DK1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DK1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK1001+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK1001_ROD/PIPE-DEPTH: 1.2 meters DK1001 DK1001 HISTORY - Date Condition Report By DK1001 HISTORY - 1974 MONUMENTED NGS DK1001 HISTORY - 19920123 GOOD NGS DK1001 HISTORY - 20030716 GOOD USACE DK1001 DK1001 STATION DESCRIPTION DK1001 DK1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DK1001'1.15 MI NE FROM ROSEDALE. DK1001'ABOUT 1.15 MILES NORTHEAST ALONG STATE DK1001'HIGHWAY 1 FROM THE COURTHOUSE AT ROSEDALE, AT THE JUNCTION OF A PAVED DK1001'ROAD, ABOUT 0.20 MILE NORTHEAST OF A BALL PARK, 71.8 FEET DK1001'SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION, 47.2 FEET SOUTHEAST OF DK1001'THE CENTER LINE OF THE HIGHWAY, 52.4 FEET SOUTHWEST OF THE CENTER LINE DK1001'OF THE ROAD, 21.2 FEET SOUTHWEST OF THE CORNER POST OF THE FENCE DK1001'AROUND A LARGE PLANT, 0.9 FOOT NORTHWEST OF THE FENCE, 1.2 FEET DK1001'NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW LEVEL OF THE HIGHWAY, DK1001'AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO DK1001'A METAL BASE PLATE. THE DISK IS 0.2 FOOT BELOW LEVEL OF THE GROUND DK1001'AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND. SECTION DK1001'3, T 23N, R 8W. DK1001 DK1001 STATION RECOVERY (1992) DK1001 DK1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 DK1001'2.8 KM (1.75 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION DK1001'OF STATE HIGHWAY 8 IN ROSEDALE, 16.2 M (53.1 FT) SOUTHWEST OF THE DK1001'CENTERLINE OF A PAVED ROAD, 14.4 M (47.2 FT) SOUTHEAST OF THE HIGHWAY DK1001'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M DK1001'(1.3 FT) SOUTHWEST OF A UTILITY POLE AND UNDERGROUND CABLE JUNCTION DK1001'BOX NUMBER P 15, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND 0.2 DK1001'M (0.7 FT) NORTHWEST OF A FENCE. NOTE--THE DISK IS ENCASED IN A DK1001'4-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND DK1001'SURFACE. DK1001 DK1001 STATION RECOVERY (2003) DK1001 DK1001'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK1001'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DK2154 *********************************************************************** DK2154 DESIGNATION - Z 359 DK2154 PID - DK2154 DK2154 STATE/COUNTY- MS/BOLIVAR DK2154 USGS QUAD - MONTGOMERY ISLAND (1972) DK2154 DK2154 *CURRENT SURVEY CONTROL DK2154 ___________________________________________________________________ DK2154* NAD 83(1986)- 33 53 10. (N) 091 00 10. (W) SCALED DK2154* NAVD 88 - 44.335 (meters) 145.46 (feet) ADJUSTED DK2154 ___________________________________________________________________ DK2154 GEOID HEIGHT- -26.43 (meters) GEOID99 DK2154 DYNAMIC HT - 44.290 (meters) 145.31 (feet) COMP DK2154 MODELED GRAV- 979,626.5 (mgal) NAVD 88 DK2154 DK2154 VERT ORDER - FIRST CLASS II DK2154 DK2154.The horizontal coordinates were scaled from a topographic map and have DK2154.an estimated accuracy of +/- 6 seconds. DK2154 DK2154.The orthometric height was determined by differential leveling DK2154.and adjusted by the National Geodetic Survey in July 1994. DK2154 DK2154.The geoid height was determined by GEOID99. DK2154 DK2154.The dynamic height is computed by dividing the NAVD 88 DK2154.geopotential number by the normal gravity value computed on the DK2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DK2154.degrees latitude (g = 980.6199 gals.). DK2154 DK2154.The modeled gravity was interpolated from observed gravity values. DK2154 DK2154; North East Units Estimated Accuracy DK2154;SPC MS W - 486,520. 638,070. MT (+/- 180 meters Scaled) DK2154 DK2154 SUPERSEDED SURVEY CONTROL DK2154 DK2154.No superseded survey control is available for this station. DK2154 DK2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT846513(NAD 83) DK2154_MARKER: I = METAL ROD DK2154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DK2154_STAMPING: Z 359 1991 DK2154_MARK LOGO: NGS DK2154_PROJECTION: FLUSH DK2154_MAGNETIC: I = MARKER IS A STEEL ROD DK2154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DK2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK2154+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003 DK2154_ROD/PIPE-DEPTH: 29.1 meters DK2154 DK2154 HISTORY - Date Condition Report By DK2154 HISTORY - 1991 MONUMENTED NGS DK2154 HISTORY - 20030716 GOOD USACE DK2154 DK2154 STATION DESCRIPTION DK2154 DK2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 DK2154'5.4 KM (3.35 MI) NORTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION DK2154'OF STATE HIGHWAY 8 IN ROSEDALE, 28.3 M (92.8 FT) NORTH OF THE NORTH DK2154'CORNER OF A BRICK HOUSE, 22.5 M (73.8 FT) SOUTHEAST OF AND LEVEL WITH DK2154'THE CENTERLINE OF THE HIGHWAY, 21.7 M (71.2 FT) SOUTHWEST OF THE DK2154'CENTER OF A GRAVELED DRIVEWAY, 1.2 M (3.9 FT) SOUTHWEST OF A UTILITY DK2154'POLE, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST. NOTE--ACCESS DK2154'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. DK2154 DK2154 STATION RECOVERY (2003) DK2154 DK2154'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) DK2154'RECOVERED IN GOOD CONDITION.