1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1472 *********************************************************************** DJ1472 DESIGNATION - 45 V 122 RESET DJ1472 PID - DJ1472 DJ1472 STATE/COUNTY- MS/LOWNDES DJ1472 USGS QUAD - COLUMBUS NORTH (1987) DJ1472 DJ1472 *CURRENT SURVEY CONTROL DJ1472 ___________________________________________________________________ DJ1472* NAD 83(1986)- 33 31 42. (N) 088 26 10. (W) SCALED DJ1472* NAVD 88 - 52.94 (+/-2cm) 173.7 (feet) VERTCON DJ1472 ___________________________________________________________________ DJ1472 GEOID HEIGHT- -28.11 (meters) GEOID99 DJ1472 DJ1472 VERT ORDER - THIRD (See Below) DJ1472 DJ1472.The horizontal coordinates were scaled from a topographic map and have DJ1472.an estimated accuracy of +/- 6 seconds. DJ1472 DJ1472.The NAVD 88 height was computed by applying the VERTCON shift value to DJ1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DJ1472.The vertical order pertains to the superseded datum. DJ1472 DJ1472.The geoid height was determined by GEOID99. DJ1472 DJ1472; North East Units Estimated Accuracy DJ1472;SPC MS E - 446,700. 336,900. MT (+/- 180 meters Scaled) DJ1472 DJ1472 SUPERSEDED SURVEY CONTROL DJ1472 DJ1472 NGVD 29 - 52.92 (m) 173.6 (f) RESET 3 DJ1472 DJ1472.Superseded values are not recommended for survey control. DJ1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1472.See file dsdata.txt to determine how the superseded data were derived. DJ1472 DJ1472_MARKER: DB = BENCH MARK DISK DJ1472_SETTING: 30 = CONCRETE CURB DJ1472_STAMPING: 45 V 122 RESET 1977 DJ1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DJ1472 DJ1472 HISTORY - Date Condition Report By DJ1472 HISTORY - 1977 MONUMENTED NGS DJ1472 DJ1472 STATION DESCRIPTION DJ1472 DJ1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 DJ1472'IN COLUMBUS. DJ1472'0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE IN COLUMBUS, DJ1472'THENCE NORTH 2.5 MILES ALONG U.S. HIGHWAY 45 TO 31ST. AVE. AND MARK ON DJ1472'RIGHT, 44.5 FT. EAST OF THE CENTER OF HIGHWAY 45, 21.5 FT. NORTH OF DJ1472'THE CENTER OF 31ST. AVE., 57.6 FT. NORTH NORTHWEST OF A FIRE HYDRANT, DJ1472'16.3 FT. WEST-SOUTHWEST OF POWER POLE AND SET IN DJ1472'SOUTHEAST CORNER OF CONCRETE CURB DRAIN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1479 *********************************************************************** DJ1479 DESIGNATION - 45 V 124 RESET DJ1479 PID - DJ1479 DJ1479 STATE/COUNTY- MS/LOWNDES DJ1479 USGS QUAD - COLUMBUS NORTH (1987) DJ1479 DJ1479 *CURRENT SURVEY CONTROL DJ1479 ___________________________________________________________________ DJ1479* NAD 83(1986)- 33 34 53. (N) 088 25 40. (W) SCALED DJ1479* NAVD 88 - 61.48 (meters) 201.7 (feet) RESET DJ1479 ___________________________________________________________________ DJ1479 GEOID HEIGHT- -27.99 (meters) GEOID99 DJ1479 DJ1479 VERT ORDER - THIRD DJ1479 DJ1479.The horizontal coordinates were scaled from a topographic map and have DJ1479.an estimated accuracy of +/- 6 seconds. DJ1479 DJ1479.The orthometric height was computed from unverified reset data. DJ1479.No vertical observational check was made to the station. DJ1479 DJ1479.The geoid height was determined by GEOID99. DJ1479 DJ1479; North East Units Estimated Accuracy DJ1479;SPC MS E - 452,590. 337,650. MT (+/- 180 meters Scaled) DJ1479 DJ1479 SUPERSEDED SURVEY CONTROL DJ1479 DJ1479.No superseded survey control is available for this station. DJ1479 DJ1479_MARKER: DB = BENCH MARK DISK DJ1479_SETTING: 30 = SIDEWALK DJ1479_STAMPING: 45 V-124 RESET 1981 DJ1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DJ1479 DJ1479 HISTORY - Date Condition Report By DJ1479 HISTORY - 1981 MONUMENTED NGS DJ1479 DJ1479 STATION DESCRIPTION DJ1479 DJ1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 DJ1479'10.1 KM (6.3 MI) NORTH FROM COLUMBUS. DJ1479'2.4 KM (1.5 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE DJ1479'HIGHWAY 373, ABOUT 8.0 KM (5.0 MI) NORTH OF COLUMBUS, TO A PAVED DJ1479'CROSSROAD AND ANTIOCH BAPTIST CHURCH AND MARK ON THE RIGHT,IN THE DJ1479'SOUTHEAST ANGLE OF INTERSECTION, IN THE NORTH END OF CONCRETE SIDEWALK DJ1479'ALONG WEST SIDE OF CHURCH BUILDINGS, 1.7 METERS (5.7 FT) NORTH OF THE DJ1479'CENTER OF THE WEST ENTRANCE TO THE FELLOWSHIP BUILDING, 0.2 METER DJ1479'(0.8 FT) SOUTHWEST OF THE NORTHWEST CORNER OF PORCH OF BUILDING, AND DJ1479'0.1 METER (0.5 FT) SOUTH OF THE NORTH END OF CONCRETE SIDEWALK. DJ1479'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1480 *********************************************************************** DJ1480 DESIGNATION - 45 V 126 RESET DJ1480 PID - DJ1480 DJ1480 STATE/COUNTY- MS/LOWNDES DJ1480 USGS QUAD - COLUMBUS NORTH (1987) DJ1480 DJ1480 *CURRENT SURVEY CONTROL DJ1480 ___________________________________________________________________ DJ1480* NAD 83(1986)- 33 36 12. (N) 088 25 19. (W) SCALED DJ1480* NAVD 88 - 61.35 (meters) 201.3 (feet) RESET DJ1480 ___________________________________________________________________ DJ1480 GEOID HEIGHT- -27.94 (meters) GEOID99 DJ1480 DJ1480 VERT ORDER - THIRD DJ1480 DJ1480.The horizontal coordinates were scaled from a topographic map and have DJ1480.an estimated accuracy of +/- 6 seconds. DJ1480 DJ1480.The orthometric height was computed from unverified reset data. DJ1480.No vertical observational check was made to the station. DJ1480 DJ1480.The geoid height was determined by GEOID99. DJ1480 DJ1480; North East Units Estimated Accuracy DJ1480;SPC MS E - 455,030. 338,180. MT (+/- 180 meters Scaled) DJ1480 DJ1480 SUPERSEDED SURVEY CONTROL DJ1480 DJ1480.No superseded survey control is available for this station. DJ1480 DJ1480_MARKER: DB = BENCH MARK DISK DJ1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1480_STAMPING: 45 V-126 RESET 1981 DJ1480_PROJECTION: PROJECTING 3 CENTIMETERS DJ1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1480+STABILITY: SURFACE MOTION DJ1480 DJ1480 HISTORY - Date Condition Report By DJ1480 HISTORY - 1981 MONUMENTED NGS DJ1480 DJ1480 STATION DESCRIPTION DJ1480 DJ1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 DJ1480'12.7 KM (7.9 MI) NORTH FROM COLUMBUS. DJ1480'5.0 KM (3.1 MI) NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE DJ1480'HIGHWAY 373, ABOUT 8.0 KM (5.0 MI) NORTH OF COLUMBUS, TO A PAVED DJ1480'CROSSROAD AND MARK IN THE SOUTHEAST ANGLE OF INTERSECTION, ON THE EAST DJ1480'EDGE OF RIGHT-OF-WAY OF HIGHWAY 45, 15.1 METERS (49.5 FT) SOUTH-SOUTHW DJ1480'SOUTH-SOUTHWEST OF THE CENTER OF MIKE-PARRA ROAD, 1.3 METERS (4.2 FT) DJ1480'WEST OF AN 18-INCH OAK TREE AT EDGE OF WOODS, AND 1.0 METERS (3.3 FT) DJ1480'NORTH-NORTHEAST OF POWERPOLE NO. P46S2. DJ1480'THE MARK IS 1.2 FT SSW FROM A WITNESS POST. DJ1480'THE MARK IS 3 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI2803 *********************************************************************** AI2803 DESIGNATION - 45 V 131 RESET AI2803 PID - AI2803 AI2803 STATE/COUNTY- MS/LOWNDES AI2803 USGS QUAD - HAMILTON (1987) AI2803 AI2803 *CURRENT SURVEY CONTROL AI2803 ___________________________________________________________________ AI2803* NAD 83(1986)- 33 40 19. (N) 088 25 41. (W) SCALED AI2803* NAVD 88 - 61.52 (meters) 201.8 (feet) RESET AI2803 ___________________________________________________________________ AI2803 GEOID HEIGHT- -27.81 (meters) GEOID99 AI2803 AI2803 VERT ORDER - THIRD AI2803 AI2803.The horizontal coordinates were scaled from a topographic map and have AI2803.an estimated accuracy of +/- 6 seconds. AI2803 AI2803.The orthometric height was computed from unverified reset data. AI2803.No vertical observational check was made to the station. AI2803 AI2803.The geoid height was determined by GEOID99. AI2803 AI2803; North East Units Estimated Accuracy AI2803;SPC MS E - 462,640. 337,580. MT (+/- 180 meters Scaled) AI2803 AI2803 SUPERSEDED SURVEY CONTROL AI2803 AI2803.No superseded survey control is available for this station. AI2803 AI2803_MARKER: DV = VERTICAL CONTROL DISK AI2803_SETTING: 38 = BRIDGE ABUTMENT CAP AI2803_STAMPING: 45 V 131 RESET 1993 AI2803_MARK LOGO: NGS AI2803_MAGNETIC: N = NO MAGNETIC MATERIAL AI2803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI2803 AI2803 HISTORY - Date Condition Report By AI2803 HISTORY - 1993 MONUMENTED MSDOT AI2803 AI2803 STATION DESCRIPTION AI2803 AI2803'DESCRIBED BY MS DEPT TRANS 1993 AI2803'BENCHMARK IS SET IN THE SOUTHWEST CORNER OF ABUTMENT CAP AT SOUTH END AI2803'OF THE BRIDGE CARRYING NORTHBOUND U.S. 45 OVER BUTTAHATCHIE RIVER IN AI2803'LOWNDES CO., MS. TO REACH FROM POST OFFICE IN DOWNTOWN COUMBUS, MS, AI2803'DRIVE WEST ON OLD U.S. HWY 82 FOR ONE BLOCK AND TURN RIGHT ON TO U.S. AI2803'HWY 45 NORTH. DRIVE 12.9 MILES (20.8 KM) NORTH TO MARK ON THE LEFT. AI2803'BENCHMARK IS 30 FT (9.1 M) WEST OF CENTERLINE OF NORTHBOUND LANES AND AI2803'3 FT (0.9 M) BELOW LEVEL OF HWY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ0907 *********************************************************************** DJ0907 DESIGNATION - 45 V 291 RESET 1973 DJ0907 PID - DJ0907 DJ0907 STATE/COUNTY- MS/LOWNDES DJ0907 USGS QUAD - ARTESIA (1987) DJ0907 DJ0907 *CURRENT SURVEY CONTROL DJ0907 ___________________________________________________________________ DJ0907* NAD 83(1986)- 33 28 46. (N) 088 39 27. (W) SCALED DJ0907* NAVD 88 - 81.00 (meters) 265.7 (feet) RESET DJ0907 ___________________________________________________________________ DJ0907 GEOID HEIGHT- -28.15 (meters) GEOID99 DJ0907 DJ0907 VERT ORDER - THIRD DJ0907 DJ0907.The horizontal coordinates were scaled from a topographic map and have DJ0907.an estimated accuracy of +/- 6 seconds. DJ0907 DJ0907.The orthometric height was computed from unverified reset data. DJ0907.No vertical observational check was made to the station. DJ0907 DJ0907.The geoid height was determined by GEOID99. DJ0907 DJ0907; North East Units Estimated Accuracy DJ0907;SPC MS E - 441,230. 316,340. MT (+/- 180 meters Scaled) DJ0907 DJ0907 SUPERSEDED SURVEY CONTROL DJ0907 DJ0907 NGVD 29 - 80.97 (m) 265.6 (f) RESET 3 DJ0907 DJ0907.Superseded values are not recommended for survey control. DJ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ0907.See file dsdata.txt to determine how the superseded data were derived. DJ0907 DJ0907_MARKER: DB = BENCH MARK DISK DJ0907_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DJ0907_STAMPING: 45V291 RESET 1973 DJ0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DJ0907 DJ0907 HISTORY - Date Condition Report By DJ0907 HISTORY - 1973 MONUMENTED NGS DJ0907 DJ0907 STATION DESCRIPTION DJ0907 DJ0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 DJ0907'9.15 MI SW FROM WEST POINT. DJ0907'TO REACH FROM THE POST OFFICE IN WEST POINT GO WEST ON BROAD STREET DJ0907'FOR 0.65 MILE TO MISSISSIPPI HIGHWAY 45 W. TURN LEFT AND GO SOUTH ON DJ0907'STATE HIGHWAY 45 W FOR 8.5 MILES TO THE TOP OF THE HILL AND ITS DJ0907'INTERSECTION WITH U.S. HIGHWAY 82 AND THE MARK IN THE NORTHEAST DJ0907'QUADRANT. IT IS 0.6 MILE NORTH OF MAYHEW JUNCTION, 219 FEET EAST OF DJ0907'THE CENTER OF THE EAST LANE OF STATE HIGHWAY 45W, 178 FEET NORTH OF DJ0907'THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 82 AND 1 FOOT SOUTHWEST DJ0907'OF A METAL WITNESS POST. IT IS A SHORT TYPE ROD MARK FLUSH WITH THE DJ0907'GROUND AND IS STAMPED 45 V 291 1966 RESET 1973. NOTE-- BENCH MARK DJ0907'45V291 1966 (MSHD) WAS DESTROYED AFTER A NEW MARK WAS ESTABLISHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ0810 *********************************************************************** DJ0810 DESIGNATION - 82 V 221 RESET 1973 DJ0810 PID - DJ0810 DJ0810 STATE/COUNTY- MS/LOWNDES DJ0810 USGS QUAD - BENT OAK (1987) DJ0810 DJ0810 *CURRENT SURVEY CONTROL DJ0810 ___________________________________________________________________ DJ0810* NAD 83(1986)- 33 28 53. (N) 088 35 29. (W) SCALED DJ0810* NAVD 88 - 76.48 (meters) 250.9 (feet) RESET DJ0810 ___________________________________________________________________ DJ0810 GEOID HEIGHT- -28.18 (meters) GEOID99 DJ0810 DJ0810 VERT ORDER - THIRD DJ0810 DJ0810.The horizontal coordinates were scaled from a topographic map and have DJ0810.an estimated accuracy of +/- 6 seconds. DJ0810 DJ0810.The orthometric height was computed from unverified reset data. DJ0810.No vertical observational check was made to the station. DJ0810 DJ0810.The geoid height was determined by GEOID99. DJ0810 DJ0810; North East Units Estimated Accuracy DJ0810;SPC MS E - 441,450. 322,490. MT (+/- 180 meters Scaled) DJ0810 DJ0810 SUPERSEDED SURVEY CONTROL DJ0810 DJ0810 NGVD 29 - 76.44 (m) 250.8 (f) RESET 3 DJ0810 DJ0810.Superseded values are not recommended for survey control. DJ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ0810.See file dsdata.txt to determine how the superseded data were derived. DJ0810 DJ0810_MARKER: DB = BENCH MARK DISK DJ0810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DJ0810_STAMPING: 82V221 RESET 1973 DJ0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DJ0810 DJ0810 HISTORY - Date Condition Report By DJ0810 HISTORY - 1973 MONUMENTED NGS DJ0810 DJ0810 STATION DESCRIPTION DJ0810 DJ0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 DJ0810'4.10 MI E FROM MAYHEW. DJ0810'LOCATED 4.1 MILES EAST ALONG U.S. HIGHWAY 82 FROM ITS JUNCTION WITH DJ0810'STATE HIGHWAY 45W, 0.6 MILE NORTH OF THE MAYHEW JUNCTION, IN THE DJ0810'NORTHWEST QUADRANT OF THE INTERSECTION WITH AIRPORT ROAD, IT IS 171.7 DJ0810'FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 82, DJ0810'146 FEET WEST OF THE CENTER OF OVERPASS ON AIRPORT ROAD, IN THE CENTER DJ0810'OF A TRIANGLE FORMED BY THREE WITNESS POSTS. IT IS A SHORT TYPE ROAD DJ0810'MARK FLUSH WITH THE GROUND AND STAMPED 82V221 RESET 1973. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ0804 *********************************************************************** DJ0804 DESIGNATION - 82 V 226 RESET 1973 DJ0804 PID - DJ0804 DJ0804 STATE/COUNTY- MS/LOWNDES DJ0804 USGS QUAD - BENT OAK (1987) DJ0804 DJ0804 *CURRENT SURVEY CONTROL DJ0804 ___________________________________________________________________ DJ0804* NAD 83(1986)- 33 28 40. (N) 088 31 13. (W) SCALED DJ0804* NAVD 88 - 71.23 (meters) 233.7 (feet) RESET DJ0804 ___________________________________________________________________ DJ0804 GEOID HEIGHT- -28.20 (meters) GEOID99 DJ0804 DJ0804 VERT ORDER - THIRD DJ0804 DJ0804.The horizontal coordinates were scaled from a topographic map and have DJ0804.an estimated accuracy of +/- 6 seconds. DJ0804 DJ0804.The orthometric height was computed from unverified reset data. DJ0804 DJ0804.The geoid height was determined by GEOID99. DJ0804 DJ0804; North East Units Estimated Accuracy DJ0804;SPC MS E - 441,070. 329,100. MT (+/- 180 meters Scaled) DJ0804 DJ0804 SUPERSEDED SURVEY CONTROL DJ0804 DJ0804.No superseded survey control is available for this station. DJ0804 DJ0804_MARKER: DD = SURVEY DISK DJ0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ0804_STAMPING: BM 82V-226 RESET 1973 DJ0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ0804+STABILITY: SURFACE MOTION DJ0804 DJ0804 HISTORY - Date Condition Report By DJ0804 HISTORY - 1973 MONUMENTED MSHD DJ0804 DJ0804 STATION DESCRIPTION DJ0804 DJ0804'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DJ0804'6 MI W FROM COLUMBUS. DJ0804'LOCATED 6 MILES WEST OF COLUMBUS, NEAR THE NORTH RIGHT-OF-WAY OF U.S. DJ0804'HIGHWAY 82, 0.9 MILE WEST OF THE JUNCTION OF OLD U.S. HIGHWAY 82 AND DJ0804'THE NEW HIGHWAY, AND 6.5 MILES EAST OF MAYHEW. IT IS 53 FEET NORTH OF DJ0804'THE CENTER OF THE NORTH FRONTAGE ROAD, 134 FEET WEST OF THE CENTER OF DJ0804'A DRIVEWAY, 130 FEET SOUTHWEST OF A 3-FOOT CEDAR TREE, 19.5 FEET SSW DJ0804'OF AN 8-INCH PECAN TREE, 68.5 FEET SOUTH OF A 15-INCH OAK TREE, 116.5 DJ0804'FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF A FARM HOUSE, 2 DJ0804'FEET EAST OF A FENCE CORNER AND 1 FOOT WEST OF A METAL WITNESS POST. DJ0804'IT IS A MISSISSIPPI STATE HIGHWAY DEPARTMENT DISK SET IN THE TOP OF A DJ0804'12-INCH ROUND CONCRETE POST PROJECTING 3 INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ0802 *********************************************************************** DJ0802 DESIGNATION - 82 V 227 RESET 1973 DJ0802 PID - DJ0802 DJ0802 STATE/COUNTY- MS/LOWNDES DJ0802 USGS QUAD - BENT OAK (1987) DJ0802 DJ0802 *CURRENT SURVEY CONTROL DJ0802 ___________________________________________________________________ DJ0802* NAD 83(1986)- 33 28 40. (N) 088 30 18. (W) SCALED DJ0802* NAVD 88 - 75.12 (meters) 246.5 (feet) RESET DJ0802 ___________________________________________________________________ DJ0802 GEOID HEIGHT- -28.21 (meters) GEOID99 DJ0802 DJ0802 VERT ORDER - THIRD DJ0802 DJ0802.The horizontal coordinates were scaled from a topographic map and have DJ0802.an estimated accuracy of +/- 6 seconds. DJ0802 DJ0802.The orthometric height was computed from unverified reset data. DJ0802 DJ0802.The geoid height was determined by GEOID99. DJ0802 DJ0802; North East Units Estimated Accuracy DJ0802;SPC MS E - 441,080. 330,520. MT (+/- 180 meters Scaled) DJ0802 DJ0802 SUPERSEDED SURVEY CONTROL DJ0802 DJ0802.No superseded survey control is available for this station. DJ0802 DJ0802_MARKER: DD = SURVEY DISK DJ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ0802_STAMPING: BM82V-227 RESET 1973 DJ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ0802+STABILITY: SURFACE MOTION DJ0802 DJ0802 HISTORY - Date Condition Report By DJ0802 HISTORY - 1973 MONUMENTED MSHD DJ0802 DJ0802 STATION DESCRIPTION DJ0802 DJ0802'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DJ0802'5 MI WSW FROM COLUMBUS. DJ0802'LOCATED 5 MILES WSW OF COLUMBUS NEAR THE SOUTH RIGHT-OF-WAY OF OLD DJ0802'U.S. HIGHWAY 82, ABOUT 0.1 MILE EAST OF THE JUNCTION WITH NEW U.S. DJ0802'HIGHWAY 82, AND 7.5 MILES EAST OF MAYHEW. IT IS 47 FEET SOUTH OF THE DJ0802'CENTER OF OLD HIGHWAY 82, 36 FEET WEST OF THE CENTER OF A DRIVEWAY, 44 DJ0802'FEET EAST OF A RIGHT-OF-WAY MARKER, 2 FEET WEST OF A POWER POLE, 1 DJ0802'FOOT EAST OF A METAL WITNESS POST AND ABOUT 1.5 FEET ABOVE THE LEVEL DJ0802'OF THE HIGHWAY. IT IS A MISSISSIPPI STATE HIGHWAY DISK SET IN THE TOP DJ0802'OF A 12-INCH ROUND CONCRETE POST PROJECTING 3 INCHES. TO REACH FROM DJ0802'THE POST OFFICE IN COLUMBUS GO WEST ON U.S. HIGHWAY 82 AND 45 (MAIN DJ0802'STREET) FOR 0.3 MILES TO THE JUNCTION WITH OLD U.S. HIGHWAY 82, TURN DJ0802'LEFT AND GO WEST ON OLD U.S. HIGHWAY 82 FOR 3.55 MILES TO THE DJ0802'INTERSECTION OF U.S. HIGHWAY 45, CONTINUE WEST ON OLD U.S. HIGHWAY 82 DJ0802'FOR 0.85 MILE TO A DRIVEWAY AND THE MARK ON THE LEFT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1482 *********************************************************************** DJ1482 DESIGNATION - BANKS RESET DJ1482 PID - DJ1482 DJ1482 STATE/COUNTY- MS/LOWNDES DJ1482 USGS QUAD - BENT OAK (1987) DJ1482 DJ1482 *CURRENT SURVEY CONTROL DJ1482 ___________________________________________________________________ DJ1482* NAD 83(1993)- 33 29 24.44052(N) 088 34 43.45702(W) ADJUSTED DJ1482* NAVD 88 - 85.05 (meters) 279.0 (feet) RESET DJ1482 ___________________________________________________________________ DJ1482 LAPLACE CORR- -0.39 (seconds) DEFLEC99 DJ1482 GEOID HEIGHT- -28.16 (meters) GEOID99 DJ1482 DJ1482 HORZ ORDER - FIRST DJ1482 VERT ORDER - THIRD DJ1482 DJ1482.The horizontal coordinates were established by classical geodetic methods DJ1482.and adjusted by the National Geodetic Survey in May 1994. DJ1482 DJ1482.The orthometric height was computed from unverified reset data. DJ1482.No vertical observational check was made to the station. DJ1482 DJ1482.The Laplace correction was computed from DEFLEC99 derived deflections. DJ1482 DJ1482.The geoid height was determined by GEOID99. DJ1482 DJ1482; North East Units Scale Converg. DJ1482;SPC MS E - 442,424.549 323,659.175 MT 0.99995690 +0 08 25.7 DJ1482;UTM 16 - 3,706,739.236 353,334.354 MT 0.99986520 -0 52 16.7 DJ1482 DJ1482: Primary Azimuth Mark Grid Az DJ1482:SPC MS E - BANKS AZ MK 257 20 13.6 DJ1482:UTM 16 - BANKS AZ MK 258 20 56.0 DJ1482 DJ1482|---------------------------------------------------------------------| DJ1482| PID Reference Object Distance Geod. Az | DJ1482| dddmmss.s | DJ1482| DJ1497 BANKS RM 2 33.782 METERS 00130 | DJ1482| DJ1805 COLUMBUS NEW MUN TANK APPROX.14.3 KM 0833331.9 | DJ1482| DJ1871 COLUMBUS MUNICIPAL TANK APPROX.14.1 KM 0871916.8 | DJ1482| DJ1875 COLUMBUS FIRST METH CH SPIRE APPROX.14.1 KM 0874259.4 | DJ1482| DJ1874 COLUMBUS M S C W PLANT STACK APPROX.15.1 KM 0891156.1 | DJ1482| DJ1873 COLUMBUS COMP AND WHSE TANK APPROX.14.7 KM 0911614.4 | DJ1482| DJ1496 BANKS RM 1 33.417 METERS 24425 | DJ1482| DJ1498 BANKS AZ MK 2572839.3 | DJ1482| DJ1914 WEST POINT FED COMP TANK APPROX.14.5 KM 3300111.0 | DJ1482| DJ1916 WEST POINT KNICKERBOCKER TANK APPROX.14.9 KM 3313330.2 | DJ1482| DJ1915 WEST POINT RAD STA WROB MAST APPROX.15.2 KM 3320602.2 | DJ1482|---------------------------------------------------------------------| DJ1482 DJ1482 SUPERSEDED SURVEY CONTROL DJ1482 DJ1482 NAD 83(1993)- 33 29 24.44715(N) 088 34 43.45671(W) AD( ) 1 DJ1482 NAD 83(1986)- 33 29 24.44899(N) 088 34 43.45752(W) AD( ) 1 DJ1482 NGVD 29 - 85.01 (m) 278.9 (f) RESET 3 DJ1482 DJ1482.Superseded values are not recommended for survey control. DJ1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1482.See file dsdata.txt to determine how the superseded data were derived. DJ1482 DJ1482_MARKER: DS = TRIANGULATION STATION DISK DJ1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1482_STAMPING: BANKS 1935 1980 DJ1482_MARK LOGO: NGS DJ1482_PROJECTION: RECESSED 38 CENTIMETERS DJ1482_MAGNETIC: N = NO MAGNETIC MATERIAL DJ1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1482+STABILITY: SURFACE MOTION DJ1482 DJ1482 HISTORY - Date Condition Report By DJ1482 HISTORY - 1980 MONUMENTED NGS DJ1482 HISTORY - 19800621 GOOD NGS DJ1482 DJ1482 STATION DESCRIPTION DJ1482 DJ1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 DJ1482'14.5 KM (9.0 MI) WEST FROM COLUMBUS. DJ1482'7.1 KM (4.4 MI) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S. DJ1482'HIGHWAY 45W TO A CROSSROAD, THENCE 0.2 KM (0.15 MI) NORTH TO FRONTAGE DJ1482'ROAD, THENCE 1.0 KM (0.65 MI) EAST ALONG FRONTAGE ROAD TO SIDEROAD DJ1482'ON LEFT, THENCE 1.0 KM (0.65 MI) NORTH ALONG GRAVEL ROAD TO A T-ROAD, DJ1482'THENCE 0.2 KM (0.15 MI) WEST ALONG GRAVEL ROAD TO MARK ON RIGHT, 15 DJ1482'INCHES BELOW GROUND IN CULTIVATED FIELD, 22.7 METERS (74.4 FT) DJ1482'WEST-NORTHWEST OR BANKS RM 3, 20.0 METERS (65.6 FT) NORTH-NORTHEAST DJ1482'OF BANKS RM 4, 138.0 METERS (452.8 FT) SOUTHWEST OF A 14-INCH CEDAR DJ1482'TREE NEAR POND, 67.6 METERS (221.8 FT) WEST-NORTHWEST OF TWIN DJ1482'TRUNKED CEDAR TREE AT EDGE OF ROAD, 28.8 METERS (94.5 FT) NORTHWEST DJ1482'OF CENTER OF INTERSECTION OF GRAVEL ROAD AND FIELD ENTRANCE, AND DJ1482'13.9 METERS (45.5 FT) NORTH OF THE CENTER OF GRAVEL ROAD. DJ1482'THE MARK IS 1.5 FT BELOW ROAD. DJ1482 DJ1482 STATION RECOVERY (1980) DJ1482 DJ1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) DJ1482'THE STATION MARK WAS FOUND DESTROYED, REFERENCE MARKS NO 1 AND NO 2 DJ1482'HAD BEEN HIT BY FARM EQUIPMENT. THE AZIMUTH MARK WAS RECOVERED IN DJ1482'GOOD CONDITION. THE STATION AND REFERENCE MARKS WERE IN A CULTIVATED DJ1482'FIELD. THE STATION UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE DJ1482'MARK WAS SET 15 INCHES BELOW THE SURFACE. NEW REFERENCE MARKS NO 3 DJ1482'AND NO 4 WERE ESTABLISHED. OBSERVATIONS WERE MADE TO REFERENCE MARKS DJ1482'NO 1 AND NO 2, THE MARKS WERE THEN DESTROYED AND THE DISKS RECLAIMED. DJ1482'A COMPLETE NEW DESCRIPTION FOLLOWS. DJ1482'THE STATION IS LOCATED 12 MI (19.3 KM) EAST NORTHEAST OF STARKVILLE, 9 DJ1482'MI (14.5 KM) SOUTH SOUTHEAST OF WEST POINT, 9 MI (14.5 KM) WEST OF DJ1482'COLUMBUS AND 0.65 MI (1.05 KM) NORTH OF US HIGHWAY 82. TO REACH FROM DJ1482'THE JUNCTION OF US HIGHWAY 82 AND 45W, ABOUT 8 MI (12.9 KM) EAST OF DJ1482'STARKVILLE, GO EAST ON US HIGHWAY 82 FOR 4.4 MI (7.1 KM) TO AN DJ1482'OVERPASS AND PAVED ROAD LEADING SOUTH TO AIRPORT, GO NORTH ON PAVED DJ1482'ROAD CROSSING OVER US HIGHWAY 82 FOR 0.15 MI (0.24 KM) TO NORTH END OF DJ1482'AIRPORT ROAD, TURN RIGHT AND GO EAST ON THE NORTH FRONTAGE ROAD FOR DJ1482'0.65 MI (1.05 KM) TO A SIDEROAD ON THE LEFT, TURN LEFT AND GO NORTH ON DJ1482'GRAVEL ROAD FOR 0.65 MI (1.05 KM) TO A T-ROAD, TURN LEFT AND GO WEST DJ1482'ON GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO FIELD ENTRANCE AND STATION ON DJ1482'THE RIGHT. DJ1482'THE STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS, DJ1482'STAMPED--BANKS 1935 1980--. THE SURFACE MARK IS SET IN TOP OF A ROUND DJ1482'CONCRETE POST 15 INCHES BELOW THE SURFACE OF THE GROUND. IT IS IN A DJ1482'CULTIVATED FIELD, 452.8 FT (138.0 M) SOUTHWEST OF A 14 INCH CEDAR TREE DJ1482'NEAR POND, 865.4 FT (263.8 M) WEST OF LAST POWER POLE OF POWERLINE AT DJ1482'T-ROAD, 221.8 FT (67.6 M) WEST NORTHWEST OF A TWIN-TRUNKED CEDAR TREE DJ1482'AT EDGE OF ROAD, 94.5 FT (28.8 M) NORTHWEST OF THE CENTER OF THE DJ1482'INTERSECTION OF GRAVEL ROAD AND FIELD ENTRANCE AND 45.5 FT (13.9 M) DJ1482'NORTH OF THE CENTER OF GRAVEL ROAD. REFERENCE MARK NO 3 IS A STANDARD DJ1482'DISK STAMPED--BANKS 1935 NO 3 1980--, SET IN THE TOP OF A ROUND DJ1482'CONCRETE POST, FLUSH WITH THE GROUND. IT IS AT THE NORTHWEST ANGLE OF DJ1482'FIELD ENTRANCE, 153.5 FT (46.8 M) WEST OF TWIN TRUNKED CEDAR TREE, DJ1482'13.0 FT (4.0 M) NORTH OF THE CENTER OF GRAVEL ROAD, 9.0 FT (2.7 M) DJ1482'WEST OF THE CENTER OF FIELD ENTRANCE AND 1.0 FT (0.3 M) EAST OF A DJ1482'METAL WITNESS POST AND SIGN. REFERENCE MARK NO 4 IS A STANDARD DISK DJ1482'STAMPED BANKS--1935 NO 4 1980-, SET IN THE TOP OF A ROUND CONCRETE DJ1482'POST, FLUSH WITH THE GROUND. IT IS ACROSS GRAVEL ROAD FROM THE DJ1482'STATION AT EDGE OF CULTIVATED FIELD, 102.0 FT (31.1 M) WEST SOUTHWEST DJ1482'OF THE CENTER OF INTERSECTION OF GRAVEL ROAD AND FIELD ENTRANCE, 15.0 DJ1482'FT (4.6 M) SOUTH OF THE CENTER OF GRAVEL ROAD AND 1.3 FT (0.4 M) EAST DJ1482'OF A METAL WITNESS POST AND SIGN. AZIMUTH MARK IS A STANDARD DISK DJ1482'STAMPED--BANKS AZI 1935--, SET IN THE TOP OF A ROUND CONCRETE POST, DJ1482'PROJECTING 3 INCHES. IT IS AT THE SOUTHWEST CORNER OF A CULTIVATED DJ1482'FIELD, 92.5 FT (28.2 M) WEST NORTHWEST OF A FORKED TRUNK COTTONWOOD DJ1482'TREE AT SOUTH EDGE OF ROAD, 43.3 FT (13.2 M) NORTH NORTHEAST AND DJ1482'ACROSS ROAD FROM A FENCE CORNER, 18.8 FT (5.7 M) EAST OF THE EAST GATE DJ1482'POST OF IRON GATE, 18.0 FT (5.5 M) NORTH OF THE CENTER OF GRAVEL ROAD DJ1482'AND 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS POST AND SIGN. TO REACH DJ1482'THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL ROAD FOR 0.3 MI DJ1482'(0.5 KM) TO MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1483 *********************************************************************** DJ1483 DESIGNATION - BANKS RM 3 DJ1483 PID - DJ1483 DJ1483 STATE/COUNTY- MS/LOWNDES DJ1483 USGS QUAD - BENT OAK (1987) DJ1483 DJ1483 *CURRENT SURVEY CONTROL DJ1483 ___________________________________________________________________ DJ1483* NAD 83(1986)- 33 29 23. (N) 088 34 43. (W) SCALED DJ1483* NAVD 88 - 85.74 (meters) 281.3 (feet) RESET DJ1483 ___________________________________________________________________ DJ1483 GEOID HEIGHT- -28.16 (meters) GEOID99 DJ1483 DJ1483 VERT ORDER - THIRD DJ1483 DJ1483.The horizontal coordinates were scaled from a topographic map and have DJ1483.an estimated accuracy of +/- 6 seconds. DJ1483 DJ1483.The orthometric height was computed from unverified reset data. DJ1483.No vertical observational check was made to the station. DJ1483 DJ1483.The geoid height was determined by GEOID99. DJ1483 DJ1483; North East Units Estimated Accuracy DJ1483;SPC MS E - 442,380. 323,670. MT (+/- 180 meters Scaled) DJ1483 DJ1483 SUPERSEDED SURVEY CONTROL DJ1483 DJ1483 NGVD 29 - 85.70 (m) 281.2 (f) RESET 3 DJ1483 DJ1483.Superseded values are not recommended for survey control. DJ1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1483.See file dsdata.txt to determine how the superseded data were derived. DJ1483 DJ1483_MARKER: DR = REFERENCE MARK DISK DJ1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1483_STAMPING: BANKS 1935 NO 3 1980 DJ1483_PROJECTION: FLUSH DJ1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1483+STABILITY: SURFACE MOTION DJ1483 DJ1483 HISTORY - Date Condition Report By DJ1483 HISTORY - 1980 MONUMENTED NGS DJ1483 HISTORY - 19810301 GOOD MSSU DJ1483 DJ1483 STATION DESCRIPTION DJ1483 DJ1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 DJ1483'14.5 KM (9.0 MI) WEST FROM COLUMBUS. DJ1483'7.1 KM (4.4 MI) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S. DJ1483'HIGHWAY 45W TO A CROSSROAD, THENCE 0.2 KM (0.15 MI) NORTH TO FRONTAGE DJ1483'ROAD, THENCE 1.0 KM (0.65 MI) EAST ALONG FRONTAGE ROAD TO SIDE ROAD DJ1483'ON LEFT, THENCE 1.0 KM (0.65 MI) NORTH ON GRAVEL ROAD TO T-ROAD, DJ1483'THENCE 0.2 KM (0.15 MI) WEST ON GRAVEL ROAD TO FIELD ENTRANCE AND DJ1483'MARK ON THE RIGHT, 46.8 METERS (153.5 FT) WEST OF TWIN TRUNKED DJ1483'CEDAR TREE, 2.7 METERS (9.0 FT) WEST OF CENTER OF ENTRANCE TO FIELD, DJ1483'AND 4.0 METERS (13.0 FT) NORTH OF THE CENTER OF GRAVEL ROAD. DJ1483'THE MARK IS 1.0 FT E FROM A WITNESS POST. DJ1483 DJ1483 STATION RECOVERY (1981) DJ1483 DJ1483'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) DJ1483'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1484 *********************************************************************** DJ1484 DESIGNATION - BANKS RM 4 DJ1484 PID - DJ1484 DJ1484 STATE/COUNTY- MS/LOWNDES DJ1484 USGS QUAD - BENT OAK (1987) DJ1484 DJ1484 *CURRENT SURVEY CONTROL DJ1484 ___________________________________________________________________ DJ1484* NAD 83(1986)- 33 29 23. (N) 088 34 43. (W) SCALED DJ1484* NAVD 88 - 85.51 (meters) 280.5 (feet) RESET DJ1484 ___________________________________________________________________ DJ1484 GEOID HEIGHT- -28.16 (meters) GEOID99 DJ1484 DJ1484 VERT ORDER - THIRD DJ1484 DJ1484.The horizontal coordinates were scaled from a topographic map and have DJ1484.an estimated accuracy of +/- 6 seconds. DJ1484 DJ1484.The orthometric height was computed from unverified reset data. DJ1484.No vertical observational check was made to the station. DJ1484 DJ1484.The geoid height was determined by GEOID99. DJ1484 DJ1484; North East Units Estimated Accuracy DJ1484;SPC MS E - 442,380. 323,670. MT (+/- 180 meters Scaled) DJ1484 DJ1484 SUPERSEDED SURVEY CONTROL DJ1484 DJ1484 NGVD 29 - 85.47 (m) 280.4 (f) RESET 3 DJ1484 DJ1484.Superseded values are not recommended for survey control. DJ1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1484.See file dsdata.txt to determine how the superseded data were derived. DJ1484 DJ1484_MARKER: DR = REFERENCE MARK DISK DJ1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1484_STAMPING: BANKS 1935 NO 4 1980 DJ1484_PROJECTION: FLUSH DJ1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1484+STABILITY: SURFACE MOTION DJ1484 DJ1484 HISTORY - Date Condition Report By DJ1484 HISTORY - 1980 MONUMENTED NGS DJ1484 HISTORY - 19810301 GOOD MSSU DJ1484 DJ1484 STATION DESCRIPTION DJ1484 DJ1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 DJ1484'14.5 KM (9.0 MI) WEST FROM COLUMBUS. DJ1484'7.1 KM (4.4 MI) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S. DJ1484'HIGHWAY 45W TO A CROSSROAD, THENCE 0.2 KM (0.15 MI) NORTH TO FRONTAGE DJ1484'ROAD, THENCE 1.0 KM (0.65 MI) NORTH TO FRONTAGE ROAD, THENCE 1.0 KM DJ1484'(0.65 MI) EAST ALONG FRONTAGE ROAD TO A SIDE ROAD ON LEFT, THENCE DJ1484'1.0 KM (0.65 MI) NORTH ALONG GRAVEL ROAD TO T-ROAD, THENCE 0.2 KM DJ1484'(0.15 MI) WEST ON GRAVEL ROAD TO MARK ON THE LEFT, 31.1 METERS DJ1484'(102.0 FT) WEST-SOUTHWEST OF THE CENTER OF INTERSECTION OF GRAVEL DJ1484'ROAD AND FIELD ENTRANCE, 29.0 METERS (95.1 FT) SOUTHWEST OF BANKS DJ1484'RM 3, AND 4.6 METERS (15.0 FT) SOUTH OF THE CENTER OF GRAVEL ROAD. DJ1484'THE MARK IS 1.3 FT E FROM A WITNESS POST. DJ1484 DJ1484 STATION RECOVERY (1981) DJ1484 DJ1484'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) DJ1484'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ0249 *********************************************************************** DJ0249 DESIGNATION - MISSILE 2 DJ0249 PID - DJ0249 DJ0249 STATE/COUNTY- MS/LOWNDES DJ0249 USGS QUAD - HAMILTON (1987) DJ0249 DJ0249 *CURRENT SURVEY CONTROL DJ0249 ___________________________________________________________________ DJ0249* NAD 83(1993)- 33 37 32.47676(N) 088 26 15.82685(W) ADJUSTED DJ0249* NAVD 88 - 62.78 (meters) 206.0 (feet) RESET DJ0249 ___________________________________________________________________ DJ0249 LAPLACE CORR- 0.14 (seconds) DEFLEC99 DJ0249 GEOID HEIGHT- -27.89 (meters) GEOID99 DJ0249 DJ0249 HORZ ORDER - SECOND DJ0249 VERT ORDER - THIRD DJ0249 DJ0249.The horizontal coordinates were established by classical geodetic methods DJ0249.and adjusted by the National Geodetic Survey in May 1994. DJ0249 DJ0249.The orthometric height was computed from unverified reset data. DJ0249 DJ0249.The Laplace correction was computed from DEFLEC99 derived deflections. DJ0249 DJ0249.The geoid height was determined by GEOID99. DJ0249 DJ0249; North East Units Scale Converg. DJ0249;SPC MS E - 457,501.148 336,705.562 MT 0.99996660 +0 13 08.7 DJ0249;UTM 16 - 3,721,580.922 366,643.801 MT 0.99981925 -0 47 46.6 DJ0249 DJ0249: Primary Azimuth Mark Grid Az DJ0249:SPC MS E - COLUMBUS AFB TANK BCN 325 37 34.1 DJ0249:UTM 16 - COLUMBUS AFB TANK BCN 326 38 29.4 DJ0249 DJ0249|---------------------------------------------------------------------| DJ0249| PID Reference Object Distance Geod. Az | DJ0249| dddmmss.s | DJ0249| DJ0250 MISSILE RM 2 72.716 METERS 03944 | DJ0249| DJ0248 MISSILE 124.121 METERS 07117 | DJ0249| DJ0247 MISSILE RM 1 118.300 METERS 10423 | DJ0249| DJ1812 COLUMBUS AFB TANK BCN APPROX. 1.0 KM 3255042.8 | DJ0249|---------------------------------------------------------------------| DJ0249 DJ0249 SUPERSEDED SURVEY CONTROL DJ0249 DJ0249 NAD 83(1993)- 33 37 32.48128(N) 088 26 15.82549(W) AD( ) 2 DJ0249 NAD 83(1986)- 33 37 32.48420(N) 088 26 15.82665(W) AD( ) 2 DJ0249 NAD 27 - 33 37 32.06328(N) 088 26 15.68273(W) AD( ) 2 DJ0249 DJ0249.Superseded values are not recommended for survey control. DJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ0249.See file dsdata.txt to determine how the superseded data were derived. DJ0249 DJ0249_MARKER: DS = TRIANGULATION STATION DISK DJ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ0249_STAMPING: MISSILE 2 1970 DJ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ0249+STABILITY: SURFACE MOTION DJ0249 DJ0249 HISTORY - Date Condition Report By DJ0249 HISTORY - 1970 MONUMENTED NGS DJ0249 HISTORY - 1970 GOOD NGS DJ0249 DJ0249 STATION DESCRIPTION DJ0249 DJ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS) DJ0249'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE COLUMBUS AIR FORCE DJ0249'BASE WHICH IS ABOUT 10 MILES NORTH OF COLUMBUS. IT IS NEAR THE DJ0249'SOUTHWEST EDGE OF THE ATHELETIC GROUNDS, 420 FEET NORTH-NORTHEAST DJ0249'OF THE CENTER OF THE ROAD LEADING WEST FROM THE EAST ENTRANCE OF DJ0249'THE BASE, 253.5 FEET NORTH NORTHEAST OF A POWER POLE, 24 FEET DJ0249'ESE OF THE EAST EDGE OF THE OLD RUNWAY, AND 89 FEET SSW OF THE DJ0249'CENTER OF THE MANHOLE COVER FOR THE SEWER. IT IS A DJ0249'TRIANGULATION STATION DISK, STAMPED MISSILE 2 1970, FLUSH WITH DJ0249'THE GROUND. DJ0249' DJ0249'REFERENCE MARK NO. 1 388.12 FEET EAST OF THE STATION. IT IS 493.5 DJ0249'FEET SSW OF THE SOUTHWEST CORNER OF THE LARGE TIN BUILDING, 376.5 DJ0249'FEET ESE OF THE EAST EDGE OF THE RUNWAY AND 78 FEET ESE OF THE DJ0249'PROJECTED PLANE OF THE NORTHEAST WALL OF THE TIN BUILDING AND 2 DJ0249'FEET NORTHOF POWER POLE C-52. IT IS A REFERENCE MARK DISK, DJ0249'STAMPED MISSILE NO 1 1960. DJ0249' DJ0249'REFERENCE MARK NO. 2 IS 238.57 FEET NNE OF THE STATION. IT IS DJ0249'27.5 FEET SSE OF THE EDGE OF THE RUNWAY AND ABOUT ON LINE WITH DJ0249'REFERENCE MARK NO. 1 AND THE AIR FORCE BEACON. IT IS 70 FEET WNW DJ0249'OF A DRAIN BASIN, 658 FEET NNE OF THE CENTER OF THE ROAD LEADING WEST DJ0249'FROM THE EAST ENTRANCE OF THE BASE. IT IS A REFERENCE MARK DISK, DJ0249'STAMPED MISSILE NO 2 1960 AND FLUSH WITH THE GROUND. DJ0249' DJ0249'TO REACH FROM THE EAST ENTRANCE TO THE BASE, GO WEST TO THE FIRST DJ0249'STREET TO THE RIGHT, TURN RIGHT AND GO ABOUT 420 FEET TO THE MARK DJ0249'ON THE RIGHT. DJ0249' DJ0249'NEAREST TOWN--COLUMBUS. DJ0249 DJ0249 STATION RECOVERY (1970) DJ0249 DJ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 DJ0249'12.0 MI N FROM COLUMBUS. DJ0249'LOCATED 12 MILES NORTH OF COLUMBUS ON THE COLUMBUS AIR FORCE BASE, DJ0249'NEAR THE SOUTHEAST EDGE OF THE BASE, 420 FEET NORTH-NORTHEAST OF THE DJ0249'CENTER OF A STREET RUNNING EAST AND WEST, FROM THE EAST ENTRANCE OF DJ0249'THE BASE, 253.5 FEET NORTH-NORTHEAST OF A POWER POLE, 24 FEET DJ0249'EAST-SOUTHEAST OF THE EAST EDGE OF THE OLD RUNWAY, AND 89 FEET DJ0249'SOUTH-SOUTHWEST OF A MANHOLE COVER FOR THE SEWER. IT IS A DJ0249'TRIANGULATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE DJ0249'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1481 *********************************************************************** DJ1481 DESIGNATION - SWOOPE RM 3 DJ1481 PID - DJ1481 DJ1481 STATE/COUNTY- MS/LOWNDES DJ1481 USGS QUAD - BENT OAK (1987) DJ1481 DJ1481 *CURRENT SURVEY CONTROL DJ1481 ___________________________________________________________________ DJ1481* NAD 83(1986)- 33 24 05. (N) 088 31 10. (W) SCALED DJ1481* NAVD 88 - 67.10 (meters) 220.1 (feet) RESET DJ1481 ___________________________________________________________________ DJ1481 GEOID HEIGHT- -28.33 (meters) GEOID99 DJ1481 DJ1481 VERT ORDER - THIRD DJ1481 DJ1481.The horizontal coordinates were scaled from a topographic map and have DJ1481.an estimated accuracy of +/- 6 seconds. DJ1481 DJ1481.The orthometric height was computed from unverified reset data. DJ1481.No vertical observational check was made to the station. DJ1481 DJ1481.The geoid height was determined by GEOID99. DJ1481 DJ1481; North East Units Estimated Accuracy DJ1481;SPC MS E - 432,600. 329,200. MT (+/- 180 meters Scaled) DJ1481 DJ1481 SUPERSEDED SURVEY CONTROL DJ1481 DJ1481 NGVD 29 - 67.08 (m) 220.1 (f) RESET 3 DJ1481 DJ1481.Superseded values are not recommended for survey control. DJ1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1481.See file dsdata.txt to determine how the superseded data were derived. DJ1481 DJ1481_MARKER: DR = REFERENCE MARK DISK DJ1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1481_STAMPING: SWOOPE 1955 NO 3 1981 DJ1481_PROJECTION: PROJECTING 5 CENTIMETERS DJ1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1481+STABILITY: SURFACE MOTION DJ1481 DJ1481 HISTORY - Date Condition Report By DJ1481 HISTORY - 1981 MONUMENTED NGS DJ1481 DJ1481 STATION DESCRIPTION DJ1481 DJ1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 DJ1481'12.9 KM (8.0 MI) SW FROM COLUMBUS. DJ1481'9.2 KM (5.7 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF DJ1481'U.S. HIGHWAY 82 ABOUT 5.6 KM (3.5 MI) WEST OF COLUMBUS, TO THE MARK DJ1481'ON THE RIGHT, ON A CLEARED RIGHT-OF-WAY, 19.8 METERS (65.0 FT) WEST OF DJ1481'THE CENTER OF HIGHWAY, 7.0 METERS (23.0 FT) EAST-SOUTHEAST OF A DJ1481'20-INCH OAK TREE, AND 3.7 METERS (12.0 FT) EAST OF EDGE OF WOODS. DJ1481'THE MARK IS 1.0 FT E FROM A WITNESS POST. DJ1481'THE MARK IS 4.0 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2151 *********************************************************************** DJ2151 DESIGNATION - W 177 RESET DJ2151 PID - DJ2151 DJ2151 STATE/COUNTY- MS/LOWNDES DJ2151 USGS QUAD - COLUMBUS SOUTH (1987) DJ2151 DJ2151 *CURRENT SURVEY CONTROL DJ2151 ___________________________________________________________________ DJ2151* NAD 83(1986)- 33 25 52. (N) 088 23 54. (W) SCALED DJ2151* NAVD 88 - 54.49 (meters) 178.8 (feet) RESET DJ2151 ___________________________________________________________________ DJ2151 GEOID HEIGHT- -28.30 (meters) GEOID99 DJ2151 DJ2151 VERT ORDER - THIRD DJ2151 DJ2151.The horizontal coordinates were scaled from a topographic map and have DJ2151.an estimated accuracy of +/- 6 seconds. DJ2151 DJ2151.The orthometric height was computed from unverified reset data. DJ2151.No vertical observational check was made to the station. DJ2151 DJ2151.The geoid height was determined by GEOID99. DJ2151 DJ2151; North East Units Estimated Accuracy DJ2151;SPC MS E - 435,940. 340,450. MT (+/- 180 meters Scaled) DJ2151 DJ2151 SUPERSEDED SURVEY CONTROL DJ2151 DJ2151 NGVD 29 - 54.47 (m) 178.7 (f) RESET 3 DJ2151 DJ2151.Superseded values are not recommended for survey control. DJ2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2151.See file dsdata.txt to determine how the superseded data were derived. DJ2151 DJ2151_MARKER: DV = VERTICAL CONTROL DISK DJ2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2151_STAMPING: W 177 RESET 1992 DJ2151_MARK LOGO: NGS DJ2151_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2151+STABILITY: SURFACE MOTION DJ2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DJ2151+SATELLITE: SATELLITE OBSERVATIONS - 1992 DJ2151 DJ2151 HISTORY - Date Condition Report By DJ2151 HISTORY - 1992 MONUMENTED NGS DJ2151 DJ2151 STATION DESCRIPTION DJ2151 DJ2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 DJ2151'3.0 MI (4.8 KM) SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF DJ2151'COUNTY ROUTES 50 AND 182 IN THE SOUTHEAST EDGE OF COLUMBUS, TO DJ2151'PICKENSVILLE ROAD ON THE RIGHT, THENCE WESTERLY ALONG PICKENSVILLE DJ2151'ROAD FOR 0.75 MI (1.21 KM) TO NASHVILLE FERRY ROAD ON THE LEFT, DJ2151'THENCE SOUTHERLY ALONG NASHVILLE FERRY ROAD FOR 2.1 MI (3.4 KM) TO DJ2151'CHURCH AND MARK ON THE LEFT, ABOUT 135 FT (41.1 M) NORTHEAST OF DJ2151'CENTER OF THE EXISTING ROAD, 96.0 FT (29.3 M) NORTH OF THE WEST DJ2151'CORNER OF CHURCH, 83.5 FT (25.5 M) NORTHWEST OF THE NORTH CORNER OF DJ2151'CHURCH, 26.5 FT (8.1 M) NORTH NORTHWEST OF A POWER SERVICE POLE, 24.5 DJ2151'FT (7.5 M) SOUTHWEST OF A 30 INCH PINE TREE, 17.5 FT (5.3 M) EAST OF DJ2151'AN 18 INCH GUM TREE, 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS DJ2151'POST SET IN FENCELINE AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH DJ2151'WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1485 *********************************************************************** DJ1485 DESIGNATION - W 180 RESET 1981 DJ1485 PID - DJ1485 DJ1485 STATE/COUNTY- MS/LOWNDES DJ1485 USGS QUAD - STEENS (1987) DJ1485 DJ1485 *CURRENT SURVEY CONTROL DJ1485 ___________________________________________________________________ DJ1485* NAD 83(1986)- 33 34 40. (N) 088 17 10. (W) SCALED DJ1485* NAVD 88 - 80.46 (meters) 264.0 (feet) RESET DJ1485 ___________________________________________________________________ DJ1485 GEOID HEIGHT- -28.02 (meters) GEOID99 DJ1485 DJ1485 VERT ORDER - THIRD DJ1485 DJ1485.The horizontal coordinates were scaled from a topographic map and have DJ1485.an estimated accuracy of +/- 6 seconds. DJ1485 DJ1485.The orthometric height was computed from unverified reset data. DJ1485.No vertical observational check was made to the station. DJ1485 DJ1485.The geoid height was determined by GEOID99. DJ1485 DJ1485; North East Units Estimated Accuracy DJ1485;SPC MS E - 452,250. 350,800. MT (+/- 180 meters Scaled) DJ1485 DJ1485 SUPERSEDED SURVEY CONTROL DJ1485 DJ1485 NGVD 29 - 80.43 (m) 263.9 (f) RESET 3 DJ1485 DJ1485.Superseded values are not recommended for survey control. DJ1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1485.See file dsdata.txt to determine how the superseded data were derived. DJ1485 DJ1485_MARKER: DB = BENCH MARK DISK DJ1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1485_STAMPING: W 180 RESET 1981 DJ1485_PROJECTION: RECESSED 5 CENTIMETERS DJ1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1485+STABILITY: SURFACE MOTION DJ1485 DJ1485 HISTORY - Date Condition Report By DJ1485 HISTORY - 1981 MONUMENTED USE DJ1485 DJ1485 STATION DESCRIPTION DJ1485 DJ1485'DESCRIBED BY US ENGINEERS 1981 DJ1485'1.65 MI EAST FROM STEEN. DJ1485'1.65 MILES EAST ALONG STEENS-VERNON ROAD FROM THE POST OFFICE IN DJ1485'STEENS, AT THE NORTHEAST SIDE OF A PASTURE, 31.4 FEET WEST OF THE DJ1485'CENTERLINE OF STEENS-VERNON ROAD, 140.0 FEET EAST OF A POWERPOLE, 77.1 DJ1485'FEET SOUTHEAST OF AN 26-INCH OAK TREE, AND 2.0 FEET SOUTHWEST OF A DJ1485'CORNER FENCE POST.