1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI2802 *********************************************************************** AI2802 DESIGNATION - 45 V 132 RESET AI2802 PID - AI2802 AI2802 STATE/COUNTY- MS/MONROE AI2802 USGS QUAD - HAMILTON (1987) AI2802 AI2802 *CURRENT SURVEY CONTROL AI2802 ___________________________________________________________________ AI2802* NAD 83(1986)- 33 40 48. (N) 088 25 56. (W) SCALED AI2802* NAVD 88 - 60.74 (meters) 199.3 (feet) RESET AI2802 ___________________________________________________________________ AI2802 GEOID HEIGHT- -27.80 (meters) GEOID99 AI2802 AI2802 VERT ORDER - THIRD AI2802 AI2802.The horizontal coordinates were scaled from a topographic map and have AI2802.an estimated accuracy of +/- 6 seconds. AI2802 AI2802.The orthometric height was computed from unverified reset data. AI2802.No vertical observational check was made to the station. AI2802 AI2802.The geoid height was determined by GEOID99. AI2802 AI2802; North East Units Estimated Accuracy AI2802;SPC MS E - 463,530. 337,190. MT (+/- 180 meters Scaled) AI2802 AI2802 SUPERSEDED SURVEY CONTROL AI2802 AI2802.No superseded survey control is available for this station. AI2802 AI2802_MARKER: DV = VERTICAL CONTROL DISK AI2802_SETTING: 38 = BRIDGE ABUTMENT AI2802_STAMPING: 45 V 132 RESET 1993 AI2802_MARK LOGO: NGS AI2802_MAGNETIC: N = NO MAGNETIC MATERIAL AI2802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI2802 AI2802 HISTORY - Date Condition Report By AI2802 HISTORY - 1993 MONUMENTED MSDOT AI2802 AI2802 STATION DESCRIPTION AI2802 AI2802'DESCRIBED BY MS DEPT TRANS 1993 AI2802'TO REACH BENCHMARK FROM POST OFFICE IN HAMILTON, MS, DRIVE SOUTH ON AI2802'OLD US 45 TO NEW US 45 (4-LANE) . PROCEED SOUTH ON US 45 3.4 MILES AI2802'(5.5 KM) TO CONCRETE BRIDGE CARRYING NORTHBOUND (EASTERN) LANE. DISK AI2802'IS SET IN NORTHWEST CORNER OF BRIDGE ABUTMENT AT NORTH END OF BRIDGE. AI2802'IT IS 29 FT (8.8 M) WEST OF CENTERLINE OF NORTHBOUND LANES AND 3 FT AI2802'(0.9 M) BELOW LEVEL OF PAVEMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI2801 *********************************************************************** AI2801 DESIGNATION - 45 V 133 RESET AI2801 PID - AI2801 AI2801 STATE/COUNTY- MS/MONROE AI2801 USGS QUAD - HAMILTON (1987) AI2801 AI2801 *CURRENT SURVEY CONTROL AI2801 ___________________________________________________________________ AI2801* NAD 83(1986)- 33 41 18. (N) 088 26 13. (W) SCALED AI2801* NAVD 88 - 65.95 (meters) 216.4 (feet) RESET AI2801 ___________________________________________________________________ AI2801 GEOID HEIGHT- -27.78 (meters) GEOID99 AI2801 AI2801 VERT ORDER - THIRD AI2801 AI2801.The horizontal coordinates were scaled from a topographic map and have AI2801.an estimated accuracy of +/- 6 seconds. AI2801 AI2801.The orthometric height was computed from unverified reset data. AI2801.No vertical observational check was made to the station. AI2801 AI2801.The geoid height was determined by GEOID99. AI2801 AI2801; North East Units Estimated Accuracy AI2801;SPC MS E - 464,450. 336,750. MT (+/- 180 meters Scaled) AI2801 AI2801 SUPERSEDED SURVEY CONTROL AI2801 AI2801.No superseded survey control is available for this station. AI2801 AI2801_MARKER: DV = VERTICAL CONTROL DISK AI2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI2801_STAMPING: 45 V 133 RESET 1993 AI2801_MARK LOGO: NGS AI2801_MAGNETIC: N = NO MAGNETIC MATERIAL AI2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI2801+STABILITY: SURFACE MOTION AI2801 AI2801 HISTORY - Date Condition Report By AI2801 HISTORY - 1993 MONUMENTED MSDOT AI2801 AI2801 STATION DESCRIPTION AI2801 AI2801'DESCRIBED BY MS DEPT TRANS 1993 AI2801'TO REACH BENCHMARK FROM THE POST OFFICE IN HAMILTON, MS, DRIVE SOUTH AI2801'ON OLD US 45 0.8 MILES (1.3 KM) TO INTERSECTION WITH NEW 4-LANE US 45. AI2801'PROCEED SOUTH ON NEW US 45 2.7 MILES (4.3 KM) TO CROSSROAD, GRAVEL PIT AI2801'ROAD. MARK IS 195 FT (59.4 M) NORTHEAST OF INTERSECTION WITH AI2801'NORTHBOUND LANE AND 18 FT (5.5 M) SOUTHEAST OF CENTERLINE OF GRAVEL AI2801'ROAD IN SOUTHEAST QUADRANT OF INTERSECTION. ALSO 48 FT (14.6 M) AI2801'SOUTHEAST OF CONCRETE ROW MARKER AND 12 FT (3.7 M) NORTHWEST OF A AI2801'CONCRETE ROW MARKER. MARK IS A DISK SET IN TOP OF 12 INCH ROUND AI2801'CONCRETE MONUMENT, FLUSH WITH GROUND AND ABOUT 2 FT (0.6 M) BELOW AI2801'LEVEL OF HIGHWAY. ALSO 2 FT (0.6 M) SOUTHWEST OF METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI2804 *********************************************************************** AI2804 DESIGNATION - 45 V 134 RESET AI2804 PID - AI2804 AI2804 STATE/COUNTY- MS/MONROE AI2804 USGS QUAD - HAMILTON (1987) AI2804 AI2804 *CURRENT SURVEY CONTROL AI2804 ___________________________________________________________________ AI2804* NAD 83(1986)- 33 41 50. (N) 088 26 33. (W) SCALED AI2804* NAVD 88 - 66.74 (meters) 219.0 (feet) RESET AI2804 ___________________________________________________________________ AI2804 GEOID HEIGHT- -27.77 (meters) GEOID99 AI2804 AI2804 VERT ORDER - THIRD AI2804 AI2804.The horizontal coordinates were scaled from a topographic map and have AI2804.an estimated accuracy of +/- 6 seconds. AI2804 AI2804.The orthometric height was computed from unverified reset data. AI2804.No vertical observational check was made to the station. AI2804 AI2804.The geoid height was determined by GEOID99. AI2804 AI2804; North East Units Estimated Accuracy AI2804;SPC MS E - 465,430. 336,230. MT (+/- 180 meters Scaled) AI2804 AI2804 SUPERSEDED SURVEY CONTROL AI2804 AI2804.No superseded survey control is available for this station. AI2804 AI2804_MARKER: DV = VERTICAL CONTROL DISK AI2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI2804_STAMPING: 45 V 134 RESET 1993 AI2804_MARK LOGO: NGS AI2804_MAGNETIC: N = NO MAGNETIC MATERIAL AI2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI2804+STABILITY: SURFACE MOTION AI2804 AI2804 HISTORY - Date Condition Report By AI2804 HISTORY - 1993 MONUMENTED MSDOT AI2804 AI2804 STATION DESCRIPTION AI2804 AI2804'DESCRIBED BY MS DEPT TRANS 1993 AI2804'TO REACH BENCHMARK FROM POST OFFICE IN HAMILTON, MS, DRIVE SOUTH ON AI2804'OLD US 45 0.8 MILES (1.3 KM) TO NEW US 45 (4-LANE) , CONTINUE SOUTH ON AI2804'NEW US 45 2.2 MILES (3.5 KM) TO THE INTERSECTION WITH FLOWER FARM ROAD AI2804'ON THE EAST SIDE OF HIGHWAY. BENCHMARK IS A DISK SET IN THE SOUTHEAST AI2804'CORNER OF THE CONCRETE PAVED NORTHEAST ISLAND OF THE INTERSECTION. AI2804'DISK IS SET IN TOP OF A 15 INCH SQUARE CONCRETE POST 66 FEET (20.1 M) AI2804'EAST OF CENTERLINE OF NORTHBOUND LANES AND 23 FEET (7.0 M) NORTH OF AI2804'CENTERLINE OF FLOWER FARM ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ0262 *********************************************************************** DJ0262 DESIGNATION - 45 V 135 RESET 1973 DJ0262 PID - DJ0262 DJ0262 STATE/COUNTY- MS/MONROE DJ0262 USGS QUAD - HAMILTON (1987) DJ0262 DJ0262 *CURRENT SURVEY CONTROL DJ0262 ___________________________________________________________________ DJ0262* NAD 83(1986)- 33 43 39. (N) 088 26 47. (W) SCALED DJ0262* NAVD 88 - 65.09 (meters) 213.5 (feet) RESET DJ0262 ___________________________________________________________________ DJ0262 GEOID HEIGHT- -27.73 (meters) GEOID99 DJ0262 DJ0262 VERT ORDER - THIRD DJ0262 DJ0262.The horizontal coordinates were scaled from a topographic map and have DJ0262.an estimated accuracy of +/- 6 seconds. DJ0262 DJ0262.The orthometric height was computed from unverified reset data. DJ0262 DJ0262.The geoid height was determined by GEOID99. DJ0262 DJ0262; North East Units Estimated Accuracy DJ0262;SPC MS E - 468,790. 335,860. MT (+/- 180 meters Scaled) DJ0262 DJ0262 SUPERSEDED SURVEY CONTROL DJ0262 DJ0262.No superseded survey control is available for this station. DJ0262 DJ0262_MARKER: DD = SURVEY DISK DJ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ0262_STAMPING: 45V-135 RESET 1973 (MSHD) DJ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ0262+STABILITY: SURFACE MOTION DJ0262 DJ0262 HISTORY - Date Condition Report By DJ0262 HISTORY - 1973 MONUMENTED MSHD DJ0262 HISTORY - 1975 GOOD NGS DJ0262 DJ0262 STATION DESCRIPTION DJ0262 DJ0262'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DJ0262'0.75 MI S FROM HAMILTON. DJ0262'TO REACH THE MARK FROM THE POST OFFICE IN HAMILTON, GO SOUTH ON U.S. DJ0262'45 FOR 0.75 MI. TO A SIDE ROAD LEADING WEST AND THE MARK ON THE RIGHT DJ0262'AS DESCRIBED. THE MARK IS A DISK SET IN THE TOP OF A 12-INCH ROUND, DJ0262'CONCRETE POST. IT IS 38 FT. WEST OF THE CENTERLINE OF U.S. HWY. 45, DJ0262'178 FT. N.W. OF THE CENTER OF A BLACKTOP ROAD LEADING WEST, 25 FT. DJ0262'NORTH OF A HIGH PRESSURE GAS LINE, 2 FT. N.W. OF A METAL WITNESS POST, DJ0262'3 FT. BELOW THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND. DJ0262 DJ0262 STATION RECOVERY (1975) DJ0262 DJ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 DJ0262'TO REACH THE MARK FROM THE POST OFFICE IN HAMILTON GO SOUTH ON U.S. DJ0262'HIGHWAY 45 FOR 0.7 MILE TO MARK ON RIGHT, JUST BEFORE REACHING A SIDE DJ0262'ROAD ON RIGHT. THE MARK IS A STANDARD B.M. DISK SET IN THE TOP OF A DJ0262'CONCRETE POST, 6 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 176 DJ0262'FEET NORTH OF THE CENTER OF A PAVED ROAD LEADING WEST, 158 FEET SOUTH DJ0262'OF A POWER POLE, 106.5 FEET NORTH-NORTHEAST OF THE EAST SIGN POST OF DJ0262'THE CHEMICAL CORP. SIGN, 38.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY DJ0262'45 AND 2.8 FEET NORTH OF A METAL WITNESS POST AND SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI2805 *********************************************************************** AI2805 DESIGNATION - 45 V 138 RESET AI2805 PID - AI2805 AI2805 STATE/COUNTY- MS/MONROE AI2805 USGS QUAD - AMORY SW (1992) AI2805 AI2805 *CURRENT SURVEY CONTROL AI2805 ___________________________________________________________________ AI2805* NAD 83(1986)- 33 48 51. (N) 088 29 16. (W) SCALED AI2805* NAVD 88 - 60.56 (meters) 198.7 (feet) RESET AI2805 ___________________________________________________________________ AI2805 GEOID HEIGHT- -27.66 (meters) GEOID99 AI2805 AI2805 VERT ORDER - THIRD AI2805 AI2805.The horizontal coordinates were scaled from a topographic map and have AI2805.an estimated accuracy of +/- 6 seconds. AI2805 AI2805.The orthometric height was computed from unverified reset data. AI2805.No vertical observational check was made to the station. AI2805 AI2805.The geoid height was determined by GEOID99. AI2805 AI2805; North East Units Estimated Accuracy AI2805;SPC MS E - 478,390. 331,990. MT (+/- 180 meters Scaled) AI2805 AI2805 SUPERSEDED SURVEY CONTROL AI2805 AI2805.No superseded survey control is available for this station. AI2805 AI2805_MARKER: DV = VERTICAL CONTROL DISK AI2805_SETTING: 38 = BRIDGE ABUTMENT AI2805_STAMPING: 45 V 138 RESET 1994 AI2805_MARK LOGO: NGS AI2805_MAGNETIC: N = NO MAGNETIC MATERIAL AI2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI2805 AI2805 HISTORY - Date Condition Report By AI2805 HISTORY - 1994 MONUMENTED MSDOT AI2805 AI2805 STATION DESCRIPTION AI2805 AI2805'DESCRIBED BY MS DEPT TRANS 1994 AI2805'TO REACH BENCHMARK FROM POST OFFICE IN ABERDEEN, DRIVE SOUTH ON U.S. AI2805'HIGHWAY 45 FOR 3.2 MILES (5.1 KM) TO AN INTERCHANGE FOR STATE HIGHWAYS AI2805'25 AND 8. EXIT RIGHT AND DRIVE EAST 1.55 MILES (2.49 KM) TO THE AI2805'INTERSECTION OF HWYS 8 AND 25. TURN LEFT ON TO THE WEST BOUND LAND OF AI2805'HWY 25. PROCEED WEST ON HWYS 25 AND 8 FOR 0.8 MILES (1.3 KM) TO EXIT AI2805'RAMP ON RIGHT FOR U.S. HWY 45 NORTH TO ABERDEEN. EXIT RIGHT AND AI2805'DRIVE 0.05 MILES (0.08 KM) TO A CONCRETE BRIDGE OVER NICHOLS CREEK. AI2805'BENCHMARK IS SET IN SOUTHEAST ABUTMENT ABOUT 33 FEET (10.1 M) EAST OF AI2805'CENTERLINE OF BRIDGE AND ABOUT 3 FEET (0.9 M) BELOW LEVEL OF ROADWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1105 *********************************************************************** DJ1105 DESIGNATION - 45 V 139 RESET 1974 DJ1105 PID - DJ1105 DJ1105 STATE/COUNTY- MS/MONROE DJ1105 USGS QUAD - ABERDEEN (1992) DJ1105 DJ1105 *CURRENT SURVEY CONTROL DJ1105 ___________________________________________________________________ DJ1105* NAD 83(1986)- 33 49 16. (N) 088 31 49. (W) SCALED DJ1105* NAVD 88 - 61.12 (meters) 200.5 (feet) RESET DJ1105 ___________________________________________________________________ DJ1105 GEOID HEIGHT- -27.64 (meters) GEOID99 DJ1105 DJ1105 VERT ORDER - THIRD DJ1105 DJ1105.The horizontal coordinates were scaled from a topographic map and have DJ1105.an estimated accuracy of +/- 6 seconds. DJ1105 DJ1105.The orthometric height was computed from unverified reset data. DJ1105.No vertical observational check was made to the station. DJ1105 DJ1105.The geoid height was determined by GEOID99. DJ1105 DJ1105; North East Units Estimated Accuracy DJ1105;SPC MS E - 479,150. 328,060. MT (+/- 180 meters Scaled) DJ1105 DJ1105 SUPERSEDED SURVEY CONTROL DJ1105 DJ1105.No superseded survey control is available for this station. DJ1105 DJ1105_MARKER: DB = BENCH MARK DISK DJ1105_SETTING: 36 = BUILDING DJ1105_STAMPING: 45V139 RESET 1974 DJ1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DJ1105 DJ1105 HISTORY - Date Condition Report By DJ1105 HISTORY - 1974 MONUMENTED NGS DJ1105 DJ1105 STATION DESCRIPTION DJ1105 DJ1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DJ1105'0.9 MI SE FROM ABERDEEN. DJ1105'LOCATED 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE DJ1105'IN ABERDEEN, 0.1 MILE SOUTHEAST OF THE BRIDGE OVER THE TOMBIGBE RIVER, DJ1105'AT THE NORTHEAST CORNER OF THE ROBERTS ELECTRICAL SHOP, 1 FOOT EAST OF DJ1105'THE NORTHEAST CORNER OF THE BUILDING AND 1 FOOT NORTH OF A METAL DJ1105'WITNESS POST. IT IS STAMPED 45V139 RESET 1974. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ0180 *********************************************************************** DJ0180 DESIGNATION - AMORY RESET 1973 DJ0180 PID - DJ0180 DJ0180 STATE/COUNTY- MS/MONROE DJ0180 USGS QUAD - AMORY (1992) DJ0180 DJ0180 *CURRENT SURVEY CONTROL DJ0180 ___________________________________________________________________ DJ0180* NAD 83(1986)- 33 59 04. (N) 088 29 23. (W) SCALED DJ0180* NAVD 88 - 73.28 (meters) 240.4 (feet) RESET DJ0180 ___________________________________________________________________ DJ0180 GEOID HEIGHT- -27.61 (meters) GEOID99 DJ0180 DJ0180 VERT ORDER - THIRD DJ0180 DJ0180.The horizontal coordinates were scaled from a topographic map and have DJ0180.an estimated accuracy of +/- 6 seconds. DJ0180 DJ0180.The orthometric height was computed from unverified reset data. DJ0180.No vertical observational check was made to the station. DJ0180 DJ0180.The geoid height was determined by GEOID99. DJ0180 DJ0180; North East Units Estimated Accuracy DJ0180;SPC MS E - 497,280. 331,750. MT (+/- 180 meters Scaled) DJ0180 DJ0180 SUPERSEDED SURVEY CONTROL DJ0180 DJ0180 NGVD 29 - 73.22 (m) 240.2 (f) RESET 3 DJ0180 DJ0180.Superseded values are not recommended for survey control. DJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ0180.See file dsdata.txt to determine how the superseded data were derived. DJ0180 DJ0180_MARKER: DS = TRIANGULATION STATION DISK DJ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ0180_STAMPING: AMORY 1935 1973 DJ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ0180+STABILITY: SURFACE MOTION DJ0180 DJ0180 HISTORY - Date Condition Report By DJ0180 HISTORY - 1973 MONUMENTED NGS DJ0180 DJ0180 STATION DESCRIPTION DJ0180 DJ0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 DJ0180'IN AMORY. DJ0180'LOCATED IN AMORY NEAR THE NORTH END OF THE CITY HALL, AT THE NORTHWEST DJ0180'CORNER OF THE CITY PARK, 58 FEET SE OF THE CENTER OF FIRST STREET, 9.5 DJ0180'FEET SOUTHWEST OF THE CURB OF THE STREET, 12 FEET SOUTHWEST OF THE DJ0180'SOUTHWEST EDGE OF THE SIDEWALK, 15 FEET SOUTHEAST OF THE PROJECTED DJ0180'PLANE OF SOUTHEAST EDGE OF THE SIDEWALK LEADING NORTHEAST, 71.5 FEET DJ0180'SOUTHWEST OF THE NORTHWEST CORNER OF A CYCLONE FENCE AROUND THE STEAM DJ0180'LOCAMOTIVE, 129 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE FRISCO DJ0180'RAILROAD STATION, 51.5 FEET SOUTHWEST OF A 2-FOOT OAK TREE, 16 FEET DJ0180'SOUTHWEST OF THE PROJECTED PLANE OF THE NORTHEAST WALL OF THE CITY DJ0180'HALL, 135.5 FEET NORTHWEST OF THE NORTH CORNER OF THE CITY HALL 75.5 DJ0180'FEET NORTHWEST OF A 2 FOOT OAK TREE AT THE NORTH SIDE OF THE PARKING DJ0180'LOT. IT IS A STANDARD TRIANGULATION STATION DISK SET FLUSH WITH THE DJ0180'SURFACE OF THE STREET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1477 *********************************************************************** DJ1477 DESIGNATION - C 173 RESET 1981 DJ1477 PID - DJ1477 DJ1477 STATE/COUNTY- MS/MONROE DJ1477 USGS QUAD - EGYPT (1965) DJ1477 DJ1477 *CURRENT SURVEY CONTROL DJ1477 ___________________________________________________________________ DJ1477* NAD 83(1986)- 33 53 01. (N) 088 39 10. (W) SCALED DJ1477* NAVD 88 - 76.88 (meters) 252.2 (feet) RESET DJ1477 ___________________________________________________________________ DJ1477 GEOID HEIGHT- -27.55 (meters) GEOID99 DJ1477 DJ1477 VERT ORDER - THIRD DJ1477 DJ1477.The horizontal coordinates were scaled from a topographic map and have DJ1477.an estimated accuracy of +/- 6 seconds. DJ1477 DJ1477.The orthometric height was computed from unverified reset data. DJ1477.No vertical observational check was made to the station. DJ1477 DJ1477.The geoid height was determined by GEOID99. DJ1477 DJ1477; North East Units Estimated Accuracy DJ1477;SPC MS E - 486,050. 316,700. MT (+/- 180 meters Scaled) DJ1477 DJ1477 SUPERSEDED SURVEY CONTROL DJ1477 DJ1477 NGVD 29 - 76.82 (m) 252.0 (f) RESET 3 DJ1477 DJ1477.Superseded values are not recommended for survey control. DJ1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1477.See file dsdata.txt to determine how the superseded data were derived. DJ1477 DJ1477_MARKER: DB = BENCH MARK DISK DJ1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1477_STAMPING: C 173 RESET 1981 DJ1477_PROJECTION: FLUSH DJ1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1477+STABILITY: SURFACE MOTION DJ1477 DJ1477 HISTORY - Date Condition Report By DJ1477 HISTORY - 1981 MONUMENTED NGS DJ1477 DJ1477 STATION DESCRIPTION DJ1477 DJ1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 DJ1477'6.1 KM (3.8 MI) NW FROM ABERDEEN. DJ1477'2.8 KM (1.75 MI) NORTHWEST ON U.S. HIGHWAY 45 FROM THE JUNCTION OF DJ1477'STATE HIGHWAY 8, 3.2 KM (2.0 MI) NORTHWEST OF ABERDEEN, TO A PAVED DJ1477'SIDE ROAD ON THE LEFT, THENCE 1.5 KM (0.95 MI) NORTHWEST ALONG DJ1477'PAVED ROAD TO A FORK, THENCE 1.6 KM (1.0 MI) NORTHWEST ALONG RIGHT DJ1477'FORK TO A FORK, THENCE LEFT FORK FOR 3.1 KM (1.9 MI) NORTHWEST DJ1477'TO MARK, 19.4 METERS (63.5 FT) SOUTH OF THE CENTER OF ROAD, DJ1477'10.4 METERS (34.0 FT) NORTHWEST OF NORTHWEST CORNER OF A WOOD DJ1477'FRAME BUILDING, AND 0.3 METER (1.0 FT) NORTH OF A POWERPOLE. DJ1477'THE MARK IS 1.0 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2072 *********************************************************************** EG2072 DESIGNATION - C 357 RESET EG2072 PID - EG2072 EG2072 STATE/COUNTY- MS/MONROE EG2072 USGS QUAD - SHANNON (1979) EG2072 EG2072 *CURRENT SURVEY CONTROL EG2072 ___________________________________________________________________ EG2072* NAD 83(1986)- 34 00 05. (N) 088 42 02. (W) SCALED EG2072* NAVD 88 - 92.87 (meters) 304.7 (feet) RESET EG2072 ___________________________________________________________________ EG2072 GEOID HEIGHT- -27.52 (meters) GEOID99 EG2072 EG2072 VERT ORDER - THIRD EG2072 EG2072.The horizontal coordinates were scaled from a topographic map and have EG2072.an estimated accuracy of +/- 6 seconds. EG2072 EG2072.The orthometric height was computed from unverified reset data. EG2072.No vertical observational check was made to the station. EG2072 EG2072.The geoid height was determined by GEOID99. EG2072 EG2072; North East Units Estimated Accuracy EG2072;SPC MS E - 499,110. 312,270. MT (+/- 180 meters Scaled) EG2072 EG2072 SUPERSEDED SURVEY CONTROL EG2072 EG2072 NGVD 29 - 92.81 (m) 304.5 (f) RESET 3 EG2072 EG2072.Superseded values are not recommended for survey control. EG2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2072.See file dsdata.txt to determine how the superseded data were derived. EG2072 EG2072_MARKER: DV = VERTICAL CONTROL DISK EG2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2072_STAMPING: C 357 RESET 1991 EG2072_MARK LOGO: NGS EG2072_MAGNETIC: N = NO MAGNETIC MATERIAL EG2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2072+STABILITY: SURFACE MOTION EG2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2072+SATELLITE: SATELLITE OBSERVATIONS - 1991 EG2072 EG2072 HISTORY - Date Condition Report By EG2072 HISTORY - 1991 MONUMENTED MSHD EG2072 EG2072 STATION DESCRIPTION EG2072 EG2072'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 EG2072'5.2 KM (3.2 MI) EAST ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF U.S. EG2072'HIGHWAY 45 ALT. IN OKOLONA TO THE MARK ON THE RIGHT, 102.0 M EG2072'(334.6 FT) SOUTH OF THE CENTER OF PRESENT HIGHWAY, 8.84 M (29.00 FT) EG2072'EAST OF THE CENTER OF FIELD TRACK ROAD, 5.73 M (18.80 FT) NORTH EG2072'NORTHWEST OF A 30 INCH OAK TREE, 2.90 M (9.51 FT) WEST NORTHWEST OF A EG2072'36 INCH OAK TREE, 0.30 M (0.98 FT) NORTHEAST AND SOUTHWEST OF TWO EG2072'CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI2806 *********************************************************************** AI2806 DESIGNATION - K 178 RESET AI2806 PID - AI2806 AI2806 STATE/COUNTY- MS/MONROE AI2806 USGS QUAD - HAMILTON (1987) AI2806 AI2806 *CURRENT SURVEY CONTROL AI2806 ___________________________________________________________________ AI2806* NAD 83(1986)- 33 43 03. (N) 088 27 00. (W) SCALED AI2806* NAVD 88 - 61.15 (meters) 200.6 (feet) RESET AI2806 ___________________________________________________________________ AI2806 GEOID HEIGHT- -27.74 (meters) GEOID99 AI2806 AI2806 VERT ORDER - THIRD AI2806 AI2806.The horizontal coordinates were scaled from a topographic map and have AI2806.an estimated accuracy of +/- 6 seconds. AI2806 AI2806.The orthometric height was computed from unverified reset data. AI2806.No vertical observational check was made to the station. AI2806 AI2806.The geoid height was determined by GEOID99. AI2806 AI2806; North East Units Estimated Accuracy AI2806;SPC MS E - 467,680. 335,530. MT (+/- 180 meters Scaled) AI2806 AI2806 SUPERSEDED SURVEY CONTROL AI2806 AI2806.No superseded survey control is available for this station. AI2806 AI2806_MARKER: DV = VERTICAL CONTROL DISK AI2806_SETTING: 38 = BRIDGE ABUTMENT AI2806_STAMPING: K 178 RESET 1993 AI2806_MARK LOGO: NGS AI2806_MAGNETIC: N = NO MAGNETIC MATERIAL AI2806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI2806 AI2806 HISTORY - Date Condition Report By AI2806 HISTORY - 1993 MONUMENTED MSDOT AI2806 AI2806 STATION DESCRIPTION AI2806 AI2806'DESCRIBED BY MS DEPT TRANS 1993 AI2806'TO REACH BENCHMARK FROM THE POST OFFICE IN HAMILTON, MS, DRIVE SOUTH AI2806'ON OLD US 45 AND PROCEED ON TO 4-LANE US 45. DRIVE SOUTH ON US 45 0.6 AI2806'MILES (1.0 KM) TO CONCRETE BRIDGE CARRYING NORTHBOUND LANE. DISK IS AI2806'SET IN THE NORTHWEST CORNER OF ABUTMENT AT NROTH END OF BRIDGE, 29 FT AI2806'(8.8 M) WEST OF CENTERLINE OF NORTHBOUND LANES AND 3 FT (0.9 M) BELOW AI2806'LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG0702 *********************************************************************** EG0702 DESIGNATION - P 170 RESET 1946 EG0702 PID - EG0702 EG0702 STATE/COUNTY- MS/MONROE EG0702 USGS QUAD - NETTLETON (1992) EG0702 EG0702 *CURRENT SURVEY CONTROL EG0702 ___________________________________________________________________ EG0702* NAD 83(1986)- 34 03 54. (N) 088 30 33. (W) SCALED EG0702* NAVD 88 - 99.99 (meters) 328.1 (feet) RESET EG0702 ___________________________________________________________________ EG0702 GEOID HEIGHT- -27.61 (meters) GEOID99 EG0702 EG0702 VERT ORDER - THIRD EG0702 EG0702.The horizontal coordinates were scaled from a topographic map and have EG0702.an estimated accuracy of +/- 6 seconds. EG0702 EG0702.The orthometric height was computed from unverified reset data. EG0702 EG0702.The geoid height was determined by GEOID99. EG0702 EG0702; North East Units Estimated Accuracy EG0702;SPC MS E - 506,200. 329,920. MT (+/- 180 meters Scaled) EG0702 EG0702 SUPERSEDED SURVEY CONTROL EG0702 EG0702.No superseded survey control is available for this station. EG0702 EG0702_MARKER: DB = BENCH MARK DISK EG0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0702_STAMPING: P 170 RESET 1946 1955 EG0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0702+STABILITY: SURFACE MOTION EG0702 EG0702 HISTORY - Date Condition Report By EG0702 HISTORY - 1955 MONUMENTED CGS EG0702 HISTORY - 1963 GOOD MSHD EG0702 EG0702 STATION DESCRIPTION EG0702 EG0702'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 EG0702'7.0 MI NW FROM AMORY. EG0702'FROM THE CITY PARK IN AMORY, GO NORTH ON STATE HIGHWAY 25 FOR 0.6 MILE EG0702'TO THE JUNCTION WITH NEW HIGHWAY 6, ON THE LEFT, TURN LEFT, WEST AND EG0702'GO 2.45 MILES TO HIGHWAY 361, TURN RIGHT, NORTH AND GO 3.6 MILES TO EG0702'THE MARK ON THE LEFT AS DESCRIBED. THE MARK IS A DISK SET IN THE TOP EG0702'OF A 12 IN. ROUND CONCRETE POST. IT IS 72 FEET WEST OF THE CENTERLINE EG0702'OF HIGHWAY 371, 61 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE EG0702'HOUSE, 18 FEET NORTH OF THE CENTER OF A DRIVEWAY, 3 FEET NORTH OF A EG0702'POWER LINE POLE, ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 371 AND EG0702'PROJECTS 6 INCHES. A METAL WITNESS POST WAS SET 1.0 FOOT NORTH OF THE EG0702'MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI0440 *********************************************************************** AI0440 DESIGNATION - T 172 RESET AI0440 PID - AI0440 AI0440 STATE/COUNTY- MS/MONROE AI0440 USGS QUAD - ABERDEEN (1992) AI0440 AI0440 *CURRENT SURVEY CONTROL AI0440 ___________________________________________________________________ AI0440* NAD 83(1986)- 33 52 03. (N) 088 35 46. (W) SCALED AI0440* NAVD 88 - 64.44 (meters) 211.4 (feet) RESET AI0440 ___________________________________________________________________ AI0440 GEOID HEIGHT- -27.59 (meters) GEOID99 AI0440 AI0440 VERT ORDER - THIRD AI0440 AI0440.The horizontal coordinates were scaled from a topographic map and have AI0440.an estimated accuracy of +/- 6 seconds. AI0440 AI0440.The orthometric height was computed from unverified reset data. AI0440 AI0440.The geoid height was determined by GEOID99. AI0440 AI0440; North East Units Estimated Accuracy AI0440;SPC MS E - 484,280. 321,950. MT (+/- 180 meters Scaled) AI0440 AI0440 SUPERSEDED SURVEY CONTROL AI0440 AI0440.No superseded survey control is available for this station. AI0440 AI0440_MARKER: DB = BENCH MARK DISK AI0440_SETTING: 37 = BRIDGE WINGWALL AI0440_STAMPING: T 172 RESET 1959 AI0440_MARK LOGO: CGS AI0440_MAGNETIC: N = NO MAGNETIC MATERIAL AI0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI0440 AI0440 HISTORY - Date Condition Report By AI0440 HISTORY - 1959 MONUMENTED CGS AI0440 AI0440 STATION DESCRIPTION AI0440 AI0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 AI0440'LOCATED 4.4 MILES (7.1 KM) NORTHWEST ALONG US HIGHWAY 45 FROM THE POST AI0440'OFFICE IN ABERDEEN. A STANDARD DISK SET IN THE TOP OF THE SOUTHEAST AI0440'WINGWALL OF A 36 BY 10 FOOT (3.0 M) CONCRETE BOX BRIDGE AT HIGHWAY AI0440'STATION 207-45, 22 FEET (6.7 M) EAST OF THE CENTER OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2119 *********************************************************************** DJ2119 DESIGNATION - WREN 2 DJ2119 PID - DJ2119 DJ2119 STATE/COUNTY- MS/MONROE DJ2119 USGS QUAD - EGYPT (1965) DJ2119 DJ2119 *CURRENT SURVEY CONTROL DJ2119 ___________________________________________________________________ DJ2119* NAD 83(1986)- 33 59 51. (N) 088 37 40. (W) SCALED DJ2119* NAVD 88 - 101.40 (meters) 332.7 (feet) RESET DJ2119 ___________________________________________________________________ DJ2119 GEOID HEIGHT- -27.56 (meters) GEOID99 DJ2119 DJ2119 VERT ORDER - THIRD DJ2119 DJ2119.The horizontal coordinates were scaled from a topographic map and have DJ2119.an estimated accuracy of +/- 6 seconds. DJ2119 DJ2119.The orthometric height was computed from unverified reset data. DJ2119.No vertical observational check was made to the station. DJ2119 DJ2119.The geoid height was determined by GEOID99. DJ2119 DJ2119; North East Units Estimated Accuracy DJ2119;SPC MS E - 498,690. 318,990. MT (+/- 180 meters Scaled) DJ2119 DJ2119 SUPERSEDED SURVEY CONTROL DJ2119 DJ2119 NGVD 29 - 101.34 (m) 332.5 (f) RESET 3 DJ2119 DJ2119.Superseded values are not recommended for survey control. DJ2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2119.See file dsdata.txt to determine how the superseded data were derived. DJ2119 DJ2119_MARKER: DS = TRIANGULATION STATION DISK DJ2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2119_STAMPING: WREN 2 1986 DJ2119_MARK LOGO: NGS DJ2119_PROJECTION: FLUSH DJ2119_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2119+STABILITY: SURFACE MOTION DJ2119 DJ2119 HISTORY - Date Condition Report By DJ2119 HISTORY - 1986 MONUMENTED NGS DJ2119 HISTORY - 19860621 GOOD NGS DJ2119 DJ2119 STATION DESCRIPTION DJ2119 DJ2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 DJ2119'0.4 MILE SOUTH ALONG UNION STREET FROM THE POST OFFICE IN NETTLETON TO DJ2119'U.S. HIGHWAY 45, THENCE SOUTH 6.4 MILES ALONG HIGHWAY 45 TO THE DJ2119'JUNCTION OF U.S. HIGHWAY 278 AND STATE HIGHWAY 41 AND MARK IN DJ2119'NORTHWEST ANGLE OF INTERSECTION, 327.0 FT (99.7 M) NORTHWEST OF DJ2119'CENTER OF INTERSECTION OF HIGHWAYS, 166.0 FT (50.6 M) NORTH OF THE DJ2119'CENTER OF STATE HIGHWAY 41, 113.0 FT (34.4 M) WEST OF THE CENTER OF DJ2119'U.S. HIGHWAY 45, 56.0 FT (17.1 M) SOUTHEAST OF THE CENTER OF GRAVEL DJ2119'DRIVE, 24.5 FT (7.5 M) EAST OF THE SOUTHEAST CORNER OF BAR-B-QUE PIT DJ2119'BUILDING, 1.9 FT (0.6 M) SOUTH OF A WOODEN RIGHT-OF-WAY POST, MARK IS DJ2119'FLUSH WITH THE GROUND. DJ2119 DJ2119 STATION RECOVERY (1986) DJ2119 DJ2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN) DJ2119'THE STATION IS LOCATED 8 MI (12.9 KM) WEST OF AMORY, 7 MI (11.3 KM) DJ2119'EAST OF OKOLONA, ON HIGHWAY RIGHT-OF-WAY, IN THE NORTHWEST ANGLE OF DJ2119'THE JUNCTION OF US HIGHWAYS 45, 278 AND STATE HIGHWAY 41. DJ2119'STATION MARKS ARE STANDARD NGS DISKS STAMPED--WREN 2 1986--. SURFACE DJ2119'MARK IS FLUSH WITH THE GROUND. IT IS 99.67 M (327.00 FT) NORTHWEST OF DJ2119'THE CENTER OF JUNCTION OF HIGHWAYS, 50.60 M (166.01 FT) NORTH OF THE DJ2119'CENTER OF STATE HIGHWAY 41, 34.44 M (112.99 FT) WEST OF THE CENTER OF DJ2119'US HIGHWAY 45, 17.07 M (56.00 FT) SOUTHEAST OF CENTER OF GRAVEL DRIVE, DJ2119'7.47 M (24.51 FT) EAST OF THE SOUTHEAST CORNER OF BAR-B-QUE PIT DJ2119'BUILDING, 3.04 M (9.97 FT) NORTHEAST OF A WOODEN RIGHT-OF-WAY POST, DJ2119'0.58 M (1.90 FT) SOUTH OF A WOODEN RIGHT-OF-WAY POST AND 0.30 M (0.98 DJ2119'FT) NORTHEAST OF A CARSONITE WITNESS POST. REFERENCE MARK NO 3 IS A DJ2119'STANDARD DISK STAMPED--WREN NO 3 1950 1963--, SET IN A ROUND CONCRETE DJ2119'POST, PROJECTING 3 INCHES. IT IS 41.76 M (137.01 FT) NORTH OF THE DJ2119'CENTER OF STATE HIGHWAY 41, 21.03 M (69.00 FT) EAST OF A 20-INCH OAK DJ2119'TREE, 12.34 M (40.49 FT) SOUTH OF THE SOUTHWEST CORNER OF BAR-B-QUE DJ2119'PIT BUILDING, 10.97 M (35.99 FT) SOUTHEAST OF CENTER OF GRAVEL DRIVE, DJ2119'3.96 M (12.99 FT) SOUTH SOUTHEAST OF 8-INCH PECAN TREE, 1.98 M (6.50 DJ2119'FT) SOUTHWEST OF A WOODEN RIGHT-OF-WAY POST AND 0.30 M (0.98 FT) DJ2119'NORTHWEST OF A CARSONITE WITNESS POST. REFERENCE MARK NO 4 IS A DJ2119'STANDARD DISK STAMPED--WREN NO 4 1950 1963--, SET IN TOP OF A ROUND DJ2119'CONCRETE POST, PROJECTING 1.0 INCH. IT IS 18.59 M (60.99 FT) WEST OF DJ2119'US HIGHWAY 45, 14.02 M (46.00 FT) SOUTHEAST OF THE CENTER OF GRAVEL DJ2119'DRIVE, 10.15 M (33.30 FT) EAST SOUTHEAST OF 12-INCH ELM TREE, 3.35 M DJ2119'(10.99 FT) SOUTH OF A METAL SIGN POLE, 0.91 M (2.99 FT) SOUTHWEST OF A DJ2119'WOODEN RIGHT-OF-WAY POST, 0.30 M (0.98 FT) SOUTHWEST OF A METAL DJ2119'WITNESS POST AND SIGN. REFERENCE MARK NO 5 IS A STANDARD NGS DISK, DJ2119'STAMPED--WREN 2 NO 5 1986--, SET IN A ROUND CONCRETE POST, FLUSH WITH DJ2119'THE GROUND. IT IS 19.81 M (64.99 FT) NORTH OF 8-INCH PECAN TREE, DJ2119'14.23 M (46.69 FT) WEST OF A 12-INCH ELM TREE, 11.28 M (37.01 FT) EAST DJ2119'OF A 36-INCH SOUR-WOOD TREE, 9.14 M (29.99 FT) NORTH OF THE NORTHWEST DJ2119'CORNER OF BAR-B-QUE PIT BUILDING, 3.05 M (10.01 FT) NORTHWEST OF DJ2119'CENTER OF GRAVEL DRIVE AND 0.36 M (1.18 FT) SOUTHWEST OF A POWER POLE DJ2119'WITH YARD LIGHT. AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED--WREN 2 DJ2119'1986--, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. DJ2119'IT IS 24.08 M (79.00 FT) SOUTHWEST OF THE SOUTH END OF CONCRETE DJ2119'CULVERT UNDER HIGHWAY, 17.22 M (56.50 FT) SOUTH OF THE CENTER OF DJ2119'HIGHWAYS 41 AND 278, 0.76 M (2.49 FT) NORTH OF FENCE CORNER, 0.61 M DJ2119'(2.00 FT) SOUTH OF A POWER POLE WITH TRANSFORMER AND 0.67 M (2.20 FT) DJ2119'EAST NORTHEAST OF A CARSONITE WITNESS POST. TO REACH AZIMUTH MARK DJ2119'FROM JUNCTION OF US HIGHWAYS 45, 278 AND STATE HIGHWAY 41, GO EAST ON DJ2119'US HIGHWAY 278 AND STATE HIGHWAY 41 FOR 0.25 MI (0.40 KM) TO MARK ON DJ2119'THE RIGHT. NOTE- THE ARROWS ON REFERENCE MARKS NO 3 AND NO 4 POINT TO DJ2119'THE OLD STATION WREN 1950. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2120 *********************************************************************** DJ2120 DESIGNATION - WREN 2 RM 5 DJ2120 PID - DJ2120 DJ2120 STATE/COUNTY- MS/MONROE DJ2120 USGS QUAD - EGYPT (1965) DJ2120 DJ2120 *CURRENT SURVEY CONTROL DJ2120 ___________________________________________________________________ DJ2120* NAD 83(1986)- 33 59 52. (N) 088 37 40. (W) SCALED DJ2120* NAVD 88 - 101.11 (meters) 331.7 (feet) RESET DJ2120 ___________________________________________________________________ DJ2120 GEOID HEIGHT- -27.56 (meters) GEOID99 DJ2120 DJ2120 VERT ORDER - THIRD DJ2120 DJ2120.The horizontal coordinates were scaled from a topographic map and have DJ2120.an estimated accuracy of +/- 6 seconds. DJ2120 DJ2120.The orthometric height was computed from unverified reset data. DJ2120.No vertical observational check was made to the station. DJ2120 DJ2120.The geoid height was determined by GEOID99. DJ2120 DJ2120; North East Units Estimated Accuracy DJ2120;SPC MS E - 498,720. 318,990. MT (+/- 180 meters Scaled) DJ2120 DJ2120 SUPERSEDED SURVEY CONTROL DJ2120 DJ2120 NGVD 29 - 101.05 (m) 331.5 (f) RESET 3 DJ2120 DJ2120.Superseded values are not recommended for survey control. DJ2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2120.See file dsdata.txt to determine how the superseded data were derived. DJ2120 DJ2120_MARKER: DR = REFERENCE MARK DISK DJ2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2120_STAMPING: WREN 2 RM 5 DJ2120_MARK LOGO: NGS DJ2120_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2120+STABILITY: SURFACE MOTION DJ2120 DJ2120 HISTORY - Date Condition Report By DJ2120 HISTORY - 1986 MONUMENTED NGS DJ2120 DJ2120 STATION DESCRIPTION DJ2120 DJ2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 DJ2120'0.4 MILE SOUTH ALONG UNION STREET FROM THE POST OFFICE IN NETTLETON TO DJ2120'U.S. HIGHWAY 45, THENCE SOUTH 6.4 MILES ALONG HIGHWAY 45 TO THE DJ2120'JUNCTION OF U.S. HIGHWAY 278 AND STATE HIGHWAY 41 AND MARK IN THE DJ2120'NORTHWEST ANGLE OF INTERSECTION OF HIGHWAY, 390.0 FT (118.9 M) DJ2120'NORTHWEST OF THE CENTER OF INTERSECTION, 65.0 FT (19.8 M) NORTH OF AN DJ2120'8-INCH PECAN TREE, 65.4 FT (19.9 M) NORTHWEST OF STATION WREN 2 1986, DJ2120'46.7 FT (14.2 M) WEST OF A 12-INCH ELM TREE, 37.0 FT (11.3 M) EAST OF DJ2120'A 36-INCH SOURWOOD TREE, 30.0 FT (9.1 M) NORTH OF THE NORTHWEST DJ2120'CORNER OF BAR-B-QUE PIT BUILDING AND 10.0 FT (3.0 M) NORTHWEST OF THE DJ2120'CENTER OF GRAVEL DRIVE, 1.2 FT (0.4 M) SOUTHWEST OF POWER POLE WITH DJ2120'YARD LIGHT, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI0669 *********************************************************************** AI0669 DESIGNATION - X 172 RESET AI0669 PID - AI0669 AI0669 STATE/COUNTY- MS/MONROE AI0669 USGS QUAD - ABERDEEN (1992) AI0669 AI0669 *CURRENT SURVEY CONTROL AI0669 ___________________________________________________________________ AI0669* NAD 83(1986)- 33 50 14. (N) 088 34 10. (W) SCALED AI0669* NAVD 88 - 76.34 (+/-2cm) 250.5 (feet) VERTCON AI0669 ___________________________________________________________________ AI0669 GEOID HEIGHT- -27.61 (meters) GEOID99 AI0669 AI0669 VERT ORDER - THIRD (See Below) AI0669 AI0669.The horizontal coordinates were scaled from a topographic map and have AI0669.an estimated accuracy of +/- 6 seconds. AI0669 AI0669.The NAVD 88 height was computed by applying the VERTCON shift value to AI0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AI0669.The vertical order pertains to the superseded datum. AI0669 AI0669.The geoid height was determined by GEOID99. AI0669 AI0669; North East Units Estimated Accuracy AI0669;SPC MS E - 480,920. 324,430. MT (+/- 180 meters Scaled) AI0669 AI0669 SUPERSEDED SURVEY CONTROL AI0669 AI0669 NGVD 29 - 76.29 (m) 250.3 (f) RESET 3 AI0669 AI0669.Superseded values are not recommended for survey control. AI0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI0669.See file dsdata.txt to determine how the superseded data were derived. AI0669 AI0669_MARKER: DB = BENCH MARK DISK AI0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI0669_STAMPING: X 172 RESET 1958 AI0669_MARK LOGO: CGS AI0669_MAGNETIC: N = NO MAGNETIC MATERIAL AI0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI0669+STABILITY: SURFACE MOTION AI0669 AI0669 HISTORY - Date Condition Report By AI0669 HISTORY - 1958 MONUMENTED CGS AI0669 AI0669 STATION DESCRIPTION AI0669 AI0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (AKH) AI0669'LOCATED ABOUT 1.9 MILES (3.1 KM) NORTHWEST ALONG US HIGHWAY NO 45 E AI0669'FROM THE POST OFFICE IN ABERDEEN, 0.15 MILE (0.24 KM) SOUTHEAST OF THE AI0669'JUNCTION WITH STATE HIGHWAY NO 8, NEAR A HOUSE OWNED BY THURALL WOODS AI0669'AND OCCUPIED BY MR W M WOODS, 95 FEET (29.0 M) SOUTHWEST OF THE CENTER AI0669'OF THE HIGHWAY, 7.5 FEET (2.3 M) SOUTHWEST OF THE RIGHT-OF-WAY MARKER, AI0669'2 FEET (0.6 M) EAST-NORTHEAST OF A POWER POLE, 23.5 FEET (7.2 M) AI0669'NORTHWEST OF THE W M WOODS HOUSE, 3.5 FEET (1.1 M) NORTHEAST OF THE AI0669'PROJECTED PLANE OF THE NORTHEAST WALL OF THE HOUSE, AND 16 FEET (4.9 AI0669'M) NORTHWEST OF THE CENTER OF THE DRIVEWAY LEADING PAST THE HOUSE. IT AI0669'IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6 AI0669'INCHES.