1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2152 *********************************************************************** DJ2152 DESIGNATION - 1 DWE RESET DJ2152 PID - DJ2152 DJ2152 STATE/COUNTY- MS/MONTGOMERY DJ2152 USGS QUAD - WINONA (1966) DJ2152 DJ2152 *CURRENT SURVEY CONTROL DJ2152 ___________________________________________________________________ DJ2152* NAD 83(1986)- 33 28 50. (N) 089 41 06. (W) SCALED DJ2152* NAVD 88 - 148.86 (meters) 488.4 (feet) RESET DJ2152 ___________________________________________________________________ DJ2152 GEOID HEIGHT- -26.75 (meters) GEOID99 DJ2152 DJ2152 VERT ORDER - THIRD DJ2152 DJ2152.The horizontal coordinates were scaled from a topographic map and have DJ2152.an estimated accuracy of +/- 6 seconds. DJ2152 DJ2152.The orthometric height was computed from unverified reset data. DJ2152.No vertical observational check was made to the station. DJ2152 DJ2152.The geoid height was determined by GEOID99. DJ2152 DJ2152; North East Units Estimated Accuracy DJ2152;SPC MS W - 441,520. 760,260. MT (+/- 180 meters Scaled) DJ2152 DJ2152 SUPERSEDED SURVEY CONTROL DJ2152 DJ2152 NGVD 29 - 148.84 (m) 488.3 (f) RESET 3 DJ2152 DJ2152.Superseded values are not recommended for survey control. DJ2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2152.See file dsdata.txt to determine how the superseded data were derived. DJ2152 DJ2152_MARKER: DV = VERTICAL CONTROL DISK DJ2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2152_STAMPING: 1 DWE USGS RESET 1992 DJ2152_MARK LOGO: NGS DJ2152_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2152+STABILITY: SURFACE MOTION DJ2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DJ2152+SATELLITE: SATELLITE OBSERVATIONS - 1992 DJ2152 DJ2152 HISTORY - Date Condition Report By DJ2152 HISTORY - 1992 MONUMENTED MSHD DJ2152 DJ2152 STATION DESCRIPTION DJ2152 DJ2152'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 DJ2152'2.47 MI (3.97 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF DJ2152'U.S. HIGHWAY 51, AT NORTH EDGE OF WINONA, TO GRAVEL DRIVE AND MARK DJ2152'ON THE RIGHT, 138.0 FT (42.1 M) SOUTH OF THE CENTER OF EAST BOUND DJ2152'LANE, 61.0 FT (18.6 M) WEST OF THE CENTER OF GRAVEL DRIVEWAY, 4.5 FT DJ2152'(1.4 M) EAST OF POWER POLE NO.1061, 1.5 FT (0.5 M) WEST OF WITNESS DJ2152'POST AND SET IN TOP A ROUND CONCRETE POST ABOUT 4.0 FT (1.2 M) ABOVE DJ2152'LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2121 *********************************************************************** DJ2121 DESIGNATION - 10 DWE RESET DJ2121 PID - DJ2121 DJ2121 STATE/COUNTY- MS/MONTGOMERY DJ2121 USGS QUAD - KILMICHAEL (1966) DJ2121 DJ2121 *CURRENT SURVEY CONTROL DJ2121 ___________________________________________________________________ DJ2121* NAD 83(1986)- 33 26 16. (N) 089 30 58. (W) SCALED DJ2121* NAVD 88 - 96.93 (meters) 318.0 (feet) RESET DJ2121 ___________________________________________________________________ DJ2121 GEOID HEIGHT- -27.16 (meters) GEOID99 DJ2121 DJ2121 VERT ORDER - THIRD DJ2121 DJ2121.The horizontal coordinates were scaled from a topographic map and have DJ2121.an estimated accuracy of +/- 6 seconds. DJ2121 DJ2121.The orthometric height was computed from unverified reset data. DJ2121.No vertical observational check was made to the station. DJ2121 DJ2121.The geoid height was determined by GEOID99. DJ2121 DJ2121; North East Units Estimated Accuracy DJ2121;SPC MS W - 436,890. 775,990. MT (+/- 180 meters Scaled) DJ2121 DJ2121 SUPERSEDED SURVEY CONTROL DJ2121 DJ2121 NGVD 29 - 96.91 (m) 317.9 (f) RESET 3 DJ2121 DJ2121.Superseded values are not recommended for survey control. DJ2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2121.See file dsdata.txt to determine how the superseded data were derived. DJ2121 DJ2121_MARKER: DB = BENCH MARK DISK DJ2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2121_STAMPING: 10 DWE USGS RESET 1987 DJ2121_MARK LOGO: NGS DJ2121_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2121+STABILITY: SURFACE MOTION DJ2121 DJ2121 HISTORY - Date Condition Report By DJ2121 HISTORY - 1987 MONUMENTED NGS DJ2121 DJ2121 STATION DESCRIPTION DJ2121 DJ2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 DJ2121'3.2 MILES EAST ALONG U.S. HIGHWAY 82 FROM THE POST OFFICE IN DJ2121'KILMICHAEL TO A FIELD ENTRANCE AND MARK ON THE RIGHT, 0.1 MILE EAST DJ2121'OF SMALL BRIDGE, 46.0 FT (14.0 M) SOUTH OF THE CENTER OF EAST BOUND DJ2121'LANES HIGHWAY 82, 21.0 FT (6.4 M) EAST OF THE CENTER OF GRAVEL FIELD DJ2121'ROAD, 2.5 FT (0.8 M) NORTHWEST OF A TWIN-TRUNK ASH TREE, MARK IS DJ2121'FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2122 *********************************************************************** DJ2122 DESIGNATION - 82 V 117 RESET DJ2122 PID - DJ2122 DJ2122 STATE/COUNTY- MS/MONTGOMERY DJ2122 USGS QUAD - BAILEY LAKE (1982) DJ2122 DJ2122 *CURRENT SURVEY CONTROL DJ2122 ___________________________________________________________________ DJ2122* NAD 83(1986)- 33 29 12. (N) 089 45 30. (W) SCALED DJ2122* NAVD 88 - 147.78 (meters) 484.8 (feet) RESET DJ2122 ___________________________________________________________________ DJ2122 GEOID HEIGHT- -26.62 (meters) GEOID99 DJ2122 DJ2122 VERT ORDER - THIRD DJ2122 DJ2122.The horizontal coordinates were scaled from a topographic map and have DJ2122.an estimated accuracy of +/- 6 seconds. DJ2122 DJ2122.The orthometric height was computed from unverified reset data. DJ2122.No vertical observational check was made to the station. DJ2122 DJ2122.The geoid height was determined by GEOID99. DJ2122 DJ2122; North East Units Estimated Accuracy DJ2122;SPC MS W - 442,160. 753,440. MT (+/- 180 meters Scaled) DJ2122 DJ2122 SUPERSEDED SURVEY CONTROL DJ2122 DJ2122 NGVD 29 - 147.76 (m) 484.8 (f) RESET 3 DJ2122 DJ2122.Superseded values are not recommended for survey control. DJ2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2122.See file dsdata.txt to determine how the superseded data were derived. DJ2122 DJ2122_MARKER: DB = BENCH MARK DISK DJ2122_SETTING: 35 = GAS STATION APRON DJ2122_STAMPING: 82 V 117 RESET 1986 DJ2122_MARK LOGO: NGS DJ2122_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2122+STABILITY: SURFACE MOTION DJ2122 DJ2122 HISTORY - Date Condition Report By DJ2122 HISTORY - 1986 MONUMENTED NGS DJ2122 DJ2122 STATION DESCRIPTION DJ2122 DJ2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 DJ2122'1.4 MILES WEST ALONG U.S. HIGHWAY 82 FROM JUNCTION OF U.S. HIGHWAY 51 DJ2122'IN WINONA OR 0.3 MILE EAST ALONG U.S. HIGHWAY 82 FROM JUNCTION OF DJ2122'INTERSTATE HIGHWAY 55 TO A CHEVRON STATION AND STORE AND MARK ON DJ2122'SOUTH SIDE OF HIGHWAY, 109.5 FT (33.4 M) SOUTH OF THE PRESENT HIGHWAY DJ2122'(WILL BE CENTER OF WEST BOUND LANES), 54.4 FT (16.6 M) WEST OF THE DJ2122'NORTHWEST CORNER OF STORE, 74.4 FT (22.7 M) NORTHWEST OF THE DJ2122'SOUTHWEST CORNER OF STORE, 0.6 FT (0.2 M) EAST OF THE WEST EDGE OF DJ2122'CONCRETE APRON AND ON THE EXTENDED PLANE OF THE NORTH SIDE OF STORE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1340 *********************************************************************** DJ1340 DESIGNATION - 82 V 119 RESET 1967 DJ1340 PID - DJ1340 DJ1340 STATE/COUNTY- MS/MONTGOMERY DJ1340 USGS QUAD - WINONA (1966) DJ1340 DJ1340 *CURRENT SURVEY CONTROL DJ1340 ___________________________________________________________________ DJ1340* NAD 83(1986)- 33 29 15. (N) 089 44 14. (W) SCALED DJ1340* NAVD 88 - 125.59 (meters) 412.0 (feet) RESET DJ1340 ___________________________________________________________________ DJ1340 GEOID HEIGHT- -26.65 (meters) GEOID99 DJ1340 DJ1340 VERT ORDER - THIRD DJ1340 DJ1340.The horizontal coordinates were scaled from a topographic map and have DJ1340.an estimated accuracy of +/- 6 seconds. DJ1340 DJ1340.The orthometric height was computed from unverified reset data. DJ1340 DJ1340.The geoid height was determined by GEOID99. DJ1340 DJ1340; North East Units Estimated Accuracy DJ1340;SPC MS W - 442,260. 755,400. MT (+/- 180 meters Scaled) DJ1340 DJ1340 SUPERSEDED SURVEY CONTROL DJ1340 DJ1340 NGVD 29 - 125.57 (m) 412.0 (f) RESET 3 DJ1340 DJ1340.Superseded values are not recommended for survey control. DJ1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1340.See file dsdata.txt to determine how the superseded data were derived. DJ1340 DJ1340_MARKER: DD = SURVEY DISK DJ1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1340_STAMPING: 82V-119 1965 RESET 1967 DJ1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1340+STABILITY: SURFACE MOTION DJ1340 DJ1340 HISTORY - Date Condition Report By DJ1340 HISTORY - 1967 MONUMENTED MSHD DJ1340 HISTORY - 1968 GOOD MSHD DJ1340 DJ1340 STATION DESCRIPTION DJ1340 DJ1340'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 DJ1340'0.5 MI NW FROM WINONA. DJ1340'THE MARK IS LOCATED 0.5 MILE NORTHWEST OF THE APPROXIMATE CENTER OF DJ1340'WINONA, 0.05 MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY 82 WEST AND DJ1340'U.S. HIGHWAY 51 IN A ROW OF LOW WOODEN POST MARKING THE RIGHT-OF-WAY DJ1340'FOR U.S. HIGHWAY 82 AND IS IN THE SOUTHEAST 1/4 OF SECTION 23, T 19N, DJ1340'R 5E. IT IS 51 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 104 FEET DJ1340'EAST OF THE CENTER OF A BLACKTOP STREET, 118 FEET NORTHEAST OF THE DJ1340'CENTER OF A T INTERSECTION 24 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY DJ1340'MARKER, 122.5 FEET NORTH OF A POWER LINE POLE WITH A LAMP AND TWIN DJ1340'TRANSFORMERS ON IT, 40.5 FEET WEST OF THE EXTENDED WEST WALL OF A DJ1340'FRAME HOUSE, 1 FOOT SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A DJ1340'12 INCH ROUND CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH DJ1340'WITH THE GROUND. TO REACH FROM THE U.S. POST OFFICE IN WINONA GO WEST DJ1340'ON SUMMIT STREET FOR 0.3 MILE TO THE INTERSECTON OF U.S. HIGHWAY 51. DJ1340'TURN RIGHT (NORTH) AND CONTINUE ON U.S. HIGHWAY 51 FOR 0.35 MILE TO DJ1340'THE JUNCTION OF U.S. HIGHWAY 82 WEST DIRECTLY ACROSS FROM THE HITCHING DJ1340'POST RESTAURANT. TURN LEFT (WEST) AND CONTINUE ON U.S. HIGHWAY 82 FOR DJ1340'0.05 MILE TO A SIDE STREET AND THE MARK ON THE RIGHT AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2127 *********************************************************************** DJ2127 DESIGNATION - 82 V 120 RESET DJ2127 PID - DJ2127 DJ2127 STATE/COUNTY- MS/MONTGOMERY DJ2127 USGS QUAD - WINONA (1966) DJ2127 DJ2127 *CURRENT SURVEY CONTROL DJ2127 ___________________________________________________________________ DJ2127* NAD 83(1986)- 33 29 53. (N) 089 44 10. (W) SCALED DJ2127* NAVD 88 - 135.02 (meters) 443.0 (feet) RESET DJ2127 ___________________________________________________________________ DJ2127 GEOID HEIGHT- -26.65 (meters) GEOID99 DJ2127 DJ2127 VERT ORDER - THIRD DJ2127 DJ2127.The horizontal coordinates were scaled from a topographic map and have DJ2127.an estimated accuracy of +/- 6 seconds. DJ2127 DJ2127.The orthometric height was computed from unverified reset data. DJ2127.No vertical observational check was made to the station. DJ2127 DJ2127.The geoid height was determined by GEOID99. DJ2127 DJ2127; North East Units Estimated Accuracy DJ2127;SPC MS W - 443,440. 755,490. MT (+/- 180 meters Scaled) DJ2127 DJ2127 SUPERSEDED SURVEY CONTROL DJ2127 DJ2127 NGVD 29 - 135.00 (m) 442.9 (f) RESET 3 DJ2127 DJ2127.Superseded values are not recommended for survey control. DJ2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2127.See file dsdata.txt to determine how the superseded data were derived. DJ2127 DJ2127_MARKER: DD = SURVEY DISK DJ2127_SETTING: 38 = BRIDGE ABUTMENT DJ2127_STAMPING: 82V 120 RESET 1987 DJ2127_MARK LOGO: MSHD DJ2127_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DJ2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DJ2127+SATELLITE: SATELLITE OBSERVATIONS - 1987 DJ2127 DJ2127 HISTORY - Date Condition Report By DJ2127 HISTORY - 1987 MONUMENTED MSHD DJ2127 DJ2127 STATION DESCRIPTION DJ2127 DJ2127'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987 DJ2127'1.0 MI (1.61 KM) NORTH OF THE CENTER OF WINONA, AT THE JUNCTION OF U DJ2127'.S. HIGHWAYS 82 AND 51. A STANDARD MSHD DISK SET IN A DRILL HOLE IN DJ2127'THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF EAST BOUND DJ2127'BRIDGE OF HIGHWAY 82 OVER HIGHWAY 51, 43.0 FT (13.11 M) SOUTH OF THE DJ2127'CENTER OF BRIDGE, 16.5 FT (5.03 M) SOUTH OF THE SOUTHEAST CORNER OF DJ2127'BRIDGE AND ABOUT 4.0 FT (1.22 M) BELOW THE LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2128 *********************************************************************** DJ2128 DESIGNATION - 82 V 121 RESET DJ2128 PID - DJ2128 DJ2128 STATE/COUNTY- MS/MONTGOMERY DJ2128 USGS QUAD - WINONA (1966) DJ2128 DJ2128 *CURRENT SURVEY CONTROL DJ2128 ___________________________________________________________________ DJ2128* NAD 83(1986)- 33 29 50. (N) 089 43 33. (W) SCALED DJ2128* NAVD 88 - 128.61 (meters) 421.9 (feet) RESET DJ2128 ___________________________________________________________________ DJ2128 GEOID HEIGHT- -26.66 (meters) GEOID99 DJ2128 DJ2128 VERT ORDER - THIRD DJ2128 DJ2128.The horizontal coordinates were scaled from a topographic map and have DJ2128.an estimated accuracy of +/- 6 seconds. DJ2128 DJ2128.The orthometric height was computed from unverified reset data. DJ2128.No vertical observational check was made to the station. DJ2128 DJ2128.The geoid height was determined by GEOID99. DJ2128 DJ2128; North East Units Estimated Accuracy DJ2128;SPC MS W - 443,350. 756,450. MT (+/- 180 meters Scaled) DJ2128 DJ2128 SUPERSEDED SURVEY CONTROL DJ2128 DJ2128 NGVD 29 - 128.59 (m) 421.9 (f) RESET 3 DJ2128 DJ2128.Superseded values are not recommended for survey control. DJ2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2128.See file dsdata.txt to determine how the superseded data were derived. DJ2128 DJ2128_MARKER: DV = VERTICAL CONTROL DISK DJ2128_SETTING: 38 = BRIDGE ABUTMENT DJ2128_STAMPING: 82V 121 RESET 1987 DJ2128_MARK LOGO: NGS DJ2128_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DJ2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DJ2128+SATELLITE: SATELLITE OBSERVATIONS - 1987 DJ2128 DJ2128 HISTORY - Date Condition Report By DJ2128 HISTORY - 1987 MONUMENTED MSHD DJ2128 DJ2128 STATION DESCRIPTION DJ2128 DJ2128'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1987 DJ2128'0.60 MI (0.97 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S. DJ2128'HIGHWAY 51, ABOUT 1.0 MI (1.61 KM) NORTH OF WINONA, TO THE MARK ON DJ2128'THE RIGHT, SET IN DRILL HOLE IN TOP OF THE SOUTH END OF THE EAST DJ2128'CONCRETE ABUTMENT OF EAST BOUND HIGHWAY 82 BRIDGE OVER THE ILLINOIS DJ2128'CENTRAL RAILROAD, 33.5 FT (10.21 M) SOUTH OF THE CENTER OF BRIDGE, DJ2128'11.0 FT (3.35 M) SOUTH OF THE SOUTHEAST CORNER OF BRIDGE AND ABOUT DJ2128'4.0 FT (1.22 M) BELOW LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2129 *********************************************************************** DJ2129 DESIGNATION - 82 V 123 RESET DJ2129 PID - DJ2129 DJ2129 STATE/COUNTY- MS/MONTGOMERY DJ2129 USGS QUAD - WINONA (1966) DJ2129 DJ2129 *CURRENT SURVEY CONTROL DJ2129 ___________________________________________________________________ DJ2129* NAD 83(1986)- 33 29 20. (N) 089 42 05. (W) SCALED DJ2129* NAVD 88 - 113.12 (meters) 371.1 (feet) RESET DJ2129 ___________________________________________________________________ DJ2129 GEOID HEIGHT- -26.71 (meters) GEOID99 DJ2129 DJ2129 VERT ORDER - THIRD DJ2129 DJ2129.The horizontal coordinates were scaled from a topographic map and have DJ2129.an estimated accuracy of +/- 6 seconds. DJ2129 DJ2129.The orthometric height was computed from unverified reset data. DJ2129.No vertical observational check was made to the station. DJ2129 DJ2129.The geoid height was determined by GEOID99. DJ2129 DJ2129; North East Units Estimated Accuracy DJ2129;SPC MS W - 442,440. 758,730. MT (+/- 180 meters Scaled) DJ2129 DJ2129 SUPERSEDED SURVEY CONTROL DJ2129 DJ2129 NGVD 29 - 113.10 (m) 371.1 (f) RESET 3 DJ2129 DJ2129.Superseded values are not recommended for survey control. DJ2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2129.See file dsdata.txt to determine how the superseded data were derived. DJ2129 DJ2129_MARKER: DV = VERTICAL CONTROL DISK DJ2129_SETTING: 38 = BRIDGE ABUTMENT DJ2129_STAMPING: 82V 123 RESET 1988 DJ2129_MARK LOGO: NGS DJ2129_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DJ2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DJ2129+SATELLITE: SATELLITE OBSERVATIONS - 1988 DJ2129 DJ2129 HISTORY - Date Condition Report By DJ2129 HISTORY - 1988 MONUMENTED MSHD DJ2129 DJ2129 STATION DESCRIPTION DJ2129 DJ2129'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988 DJ2129'2.25 MI (3.62 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF U.S. DJ2129'HIGHWAY 51, ABOUT 1.0 MI (1.61 KM) NORTH OF THE CENTER OF WINONA, TO DJ2129'CONCRETE BRIDGE OVER CREEK AND MARK ON THE RIGHT, SET IN A DRILL HOLE DJ2129'IN TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 32.5 FT DJ2129'(9.91 M) SOUTH OF THE CENTER OF BRIDGE, 9.0 FT (2.74 M) SOUTH OF THE DJ2129'SOUTHEAST CORNER OF BRIDGE, 2.0 FT (0.61 M) WEST OF THE BRIDGE DJ2129'WINGWALL AND ABOUT 4.0 FT (1.22 M) BELOW THE LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2153 *********************************************************************** DJ2153 DESIGNATION - 82 V 124 RESET DJ2153 PID - DJ2153 DJ2153 STATE/COUNTY- MS/MONTGOMERY DJ2153 USGS QUAD - WINONA (1966) DJ2153 DJ2153 *CURRENT SURVEY CONTROL DJ2153 ___________________________________________________________________ DJ2153* NAD 83(1986)- 33 29 03. (N) 089 41 30. (W) SCALED DJ2153* NAVD 88 - 143.91 (meters) 472.1 (feet) RESET DJ2153 ___________________________________________________________________ DJ2153 GEOID HEIGHT- -26.73 (meters) GEOID99 DJ2153 DJ2153 VERT ORDER - THIRD DJ2153 DJ2153.The horizontal coordinates were scaled from a topographic map and have DJ2153.an estimated accuracy of +/- 6 seconds. DJ2153 DJ2153.The orthometric height was computed from unverified reset data. DJ2153.No vertical observational check was made to the station. DJ2153 DJ2153.The geoid height was determined by GEOID99. DJ2153 DJ2153; North East Units Estimated Accuracy DJ2153;SPC MS W - 441,920. 759,630. MT (+/- 180 meters Scaled) DJ2153 DJ2153 SUPERSEDED SURVEY CONTROL DJ2153 DJ2153 NGVD 29 - 143.90 (m) 472.1 (f) RESET 3 DJ2153 DJ2153.Superseded values are not recommended for survey control. DJ2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2153.See file dsdata.txt to determine how the superseded data were derived. DJ2153 DJ2153_MARKER: DD = SURVEY DISK DJ2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2153_STAMPING: B.M. 82V 124 RESET 1992 DJ2153_MARK LOGO: MSHD DJ2153_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2153+STABILITY: SURFACE MOTION DJ2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DJ2153+SATELLITE: SATELLITE OBSERVATIONS - 1992 DJ2153 DJ2153 HISTORY - Date Condition Report By DJ2153 HISTORY - 1992 MONUMENTED MSHD DJ2153 DJ2153 STATION DESCRIPTION DJ2153 DJ2153'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 DJ2153'2.02 MI (3.25 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF DJ2153'U.S. HIGHWAY 51, IN THE NORTH EDGE OF WINONA, TO MARK ON THE RIGHT, DJ2153'98.0 FT (29.9 M) SOUTH OF THE CENTER OF EAST BOUND LANE OF HIGHWAY, DJ2153'95.0 FT (29.0 M) WEST OF POWER POLE, 75.0 FT (22.9 M) NORTHEAST OF DJ2153'NORTHEAST CORNER OF WHITE FRAME HOUSE, 2.0 FT (0.6 M) WEST OF WITNESS DJ2153'POST AND ABOUT 4.0 FT (1.2 M) ABOVE THE LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2154 *********************************************************************** DJ2154 DESIGNATION - 82 V 125 RESET DJ2154 PID - DJ2154 DJ2154 STATE/COUNTY- MS/MONTGOMERY DJ2154 USGS QUAD - WINONA (1966) DJ2154 DJ2154 *CURRENT SURVEY CONTROL DJ2154 ___________________________________________________________________ DJ2154* NAD 83(1986)- 33 28 44. (N) 089 40 44. (W) SCALED DJ2154* NAVD 88 - 144.19 (meters) 473.1 (feet) RESET DJ2154 ___________________________________________________________________ DJ2154 GEOID HEIGHT- -26.76 (meters) GEOID99 DJ2154 DJ2154 VERT ORDER - THIRD DJ2154 DJ2154.The horizontal coordinates were scaled from a topographic map and have DJ2154.an estimated accuracy of +/- 6 seconds. DJ2154 DJ2154.The orthometric height was computed from unverified reset data. DJ2154.No vertical observational check was made to the station. DJ2154 DJ2154.The geoid height was determined by GEOID99. DJ2154 DJ2154; North East Units Estimated Accuracy DJ2154;SPC MS W - 441,340. 760,830. MT (+/- 180 meters Scaled) DJ2154 DJ2154 SUPERSEDED SURVEY CONTROL DJ2154 DJ2154 NGVD 29 - 144.17 (m) 473.0 (f) RESET 3 DJ2154 DJ2154.Superseded values are not recommended for survey control. DJ2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2154.See file dsdata.txt to determine how the superseded data were derived. DJ2154 DJ2154_MARKER: DD = SURVEY DISK DJ2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2154_STAMPING: B.M. 82V 125 RESET 1992 DJ2154_MARK LOGO: MSHD DJ2154_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2154+STABILITY: SURFACE MOTION DJ2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DJ2154+SATELLITE: SATELLITE OBSERVATIONS - 1992 DJ2154 DJ2154 HISTORY - Date Condition Report By DJ2154 HISTORY - 1992 MONUMENTED MSHD DJ2154 DJ2154 STATION DESCRIPTION DJ2154 DJ2154'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 DJ2154'3.91 MI (6.29 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF DJ2154'U.S. HIGHWAY 51, IN THE NORTH EDGE OF WINONA, TO MARK ON THE RIGHT, DJ2154'314.0 FT (95.7 M) SOUTH OF THE CENTER OF EAST BOUND LANE OF HIGHWAY, DJ2154'6.0 FT (1.8 M) WEST OF POWER POLE NO.540, 8 FT (2.4 M) WEST OF THE DJ2154'NORTHEAST CORNER OF COUNTY MAINTENANCE BARN AND 1.5 FT (0.5 M) WEST DJ2154'OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2155 *********************************************************************** DJ2155 DESIGNATION - 82 V 126 RESET DJ2155 PID - DJ2155 DJ2155 STATE/COUNTY- MS/MONTGOMERY DJ2155 USGS QUAD - WINONA (1966) DJ2155 DJ2155 *CURRENT SURVEY CONTROL DJ2155 ___________________________________________________________________ DJ2155* NAD 83(1986)- 33 28 39. (N) 089 40 04. (W) SCALED DJ2155* NAVD 88 - 121.79 (meters) 399.6 (feet) RESET DJ2155 ___________________________________________________________________ DJ2155 GEOID HEIGHT- -26.78 (meters) GEOID99 DJ2155 DJ2155 VERT ORDER - THIRD DJ2155 DJ2155.The horizontal coordinates were scaled from a topographic map and have DJ2155.an estimated accuracy of +/- 6 seconds. DJ2155 DJ2155.The orthometric height was computed from unverified reset data. DJ2155.No vertical observational check was made to the station. DJ2155 DJ2155.The geoid height was determined by GEOID99. DJ2155 DJ2155; North East Units Estimated Accuracy DJ2155;SPC MS W - 441,190. 761,860. MT (+/- 180 meters Scaled) DJ2155 DJ2155 SUPERSEDED SURVEY CONTROL DJ2155 DJ2155 NGVD 29 - 121.78 (m) 399.5 (f) RESET 3 DJ2155 DJ2155.Superseded values are not recommended for survey control. DJ2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2155.See file dsdata.txt to determine how the superseded data were derived. DJ2155 DJ2155_MARKER: DD = SURVEY DISK DJ2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2155_STAMPING: B.M. 82V 126 RESET 1992 DJ2155_MARK LOGO: MSHD DJ2155_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2155+STABILITY: SURFACE MOTION DJ2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DJ2155+SATELLITE: SATELLITE OBSERVATIONS - 1992 DJ2155 DJ2155 HISTORY - Date Condition Report By DJ2155 HISTORY - 1992 MONUMENTED MSHD DJ2155 DJ2155 STATION DESCRIPTION DJ2155 DJ2155'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 DJ2155'4.67 MI (7.52 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF DJ2155'U.S. HIGHWAY 51, IN THE NORTH EDGE OF WINONA, TO MARK ON THE RIGHT, DJ2155'97.0 FT (29.6 M) SOUTH OF THE CENTER OF EAST BOUND LANE OF HIGHWAY, DJ2155'91.0 FT (27.7 M) NORTH OF NORTHEAST CORNER OF WHITE FRAME HOUSE, 44.0 DJ2155'FT (13.4 M) NORTH OF 15-INCH TWIN ELM TREE AND 2.0 FT (0.6 M) WEST OF DJ2155'A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2125 *********************************************************************** DJ2125 DESIGNATION - 82 V 129 RESET DJ2125 PID - DJ2125 DJ2125 STATE/COUNTY- MS/MONTGOMERY DJ2125 USGS QUAD - KILMICHAEL (1966) DJ2125 DJ2125 *CURRENT SURVEY CONTROL DJ2125 ___________________________________________________________________ DJ2125* NAD 83(1986)- 33 28 27. (N) 089 37 28. (W) SCALED DJ2125* NAVD 88 - 108.76 (meters) 356.8 (feet) RESET DJ2125 ___________________________________________________________________ DJ2125 GEOID HEIGHT- -26.88 (meters) GEOID99 DJ2125 DJ2125 VERT ORDER - THIRD DJ2125 DJ2125.The horizontal coordinates were scaled from a topographic map and have DJ2125.an estimated accuracy of +/- 6 seconds. DJ2125 DJ2125.The orthometric height was computed from unverified reset data. DJ2125.No vertical observational check was made to the station. DJ2125 DJ2125.The geoid height was determined by GEOID99. DJ2125 DJ2125; North East Units Estimated Accuracy DJ2125;SPC MS W - 440,850. 765,890. MT (+/- 180 meters Scaled) DJ2125 DJ2125 SUPERSEDED SURVEY CONTROL DJ2125 DJ2125 NGVD 29 - 108.74 (m) 356.8 (f) RESET 3 DJ2125 DJ2125.Superseded values are not recommended for survey control. DJ2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2125.See file dsdata.txt to determine how the superseded data were derived. DJ2125 DJ2125_MARKER: DB = BENCH MARK DISK DJ2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2125_STAMPING: 82 V 129 RESET 1987 DJ2125_MARK LOGO: NGS DJ2125_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2125+STABILITY: SURFACE MOTION DJ2125 DJ2125 HISTORY - Date Condition Report By DJ2125 HISTORY - 1987 MONUMENTED NGS DJ2125 DJ2125 STATION DESCRIPTION DJ2125 DJ2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 DJ2125'4.05 MILES WEST ALONG U.S. HIGHWAY 82 FROM THE POST OFFICE IN DJ2125'KILMICHAEL TO A FIELD ENTRANCE AND MARK ON THE LEFT, 0.1 MILE WEST OF DJ2125'SMALL BRIDGE, 62.0 FT (18.9 M) SOUTH OF THE CENTER OF EAST BOUND DJ2125'LANES OF HIGHWAY 82, 61.0 FT (18.6 M) WEST-SOUTHWEST OF POWER POLE DJ2125'NO. P 138, 49.0 FT (14.9 M) WEST OF THE CENTER OF FIELD ROAD, 20.5 FT DJ2125'(6.2 M) NORTH-NORTHEAST OF A 6-INCH ELM TREE, MARK IS FLUSH WITH THE DJ2125'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2156 *********************************************************************** DJ2156 DESIGNATION - 82 V 130 RESET DJ2156 PID - DJ2156 DJ2156 STATE/COUNTY- MS/MONTGOMERY DJ2156 USGS QUAD - KILMICHAEL (1966) DJ2156 DJ2156 *CURRENT SURVEY CONTROL DJ2156 ___________________________________________________________________ DJ2156* NAD 83(1986)- 33 28 09. (N) 089 36 42. (W) SCALED DJ2156* NAVD 88 - 117.33 (meters) 384.9 (feet) RESET DJ2156 ___________________________________________________________________ DJ2156 GEOID HEIGHT- -26.91 (meters) GEOID99 DJ2156 DJ2156 VERT ORDER - THIRD DJ2156 DJ2156.The horizontal coordinates were scaled from a topographic map and have DJ2156.an estimated accuracy of +/- 6 seconds. DJ2156 DJ2156.The orthometric height was computed from unverified reset data. DJ2156.No vertical observational check was made to the station. DJ2156 DJ2156.The geoid height was determined by GEOID99. DJ2156 DJ2156; North East Units Estimated Accuracy DJ2156;SPC MS W - 440,300. 767,080. MT (+/- 180 meters Scaled) DJ2156 DJ2156 SUPERSEDED SURVEY CONTROL DJ2156 DJ2156 NGVD 29 - 117.31 (m) 384.9 (f) RESET 3 DJ2156 DJ2156.Superseded values are not recommended for survey control. DJ2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2156.See file dsdata.txt to determine how the superseded data were derived. DJ2156 DJ2156_MARKER: DD = SURVEY DISK DJ2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2156_STAMPING: B.M. 82V 130 RESET 1992 DJ2156_MARK LOGO: MSHD DJ2156_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2156+STABILITY: SURFACE MOTION DJ2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DJ2156+SATELLITE: SATELLITE OBSERVATIONS - 1992 DJ2156 DJ2156 HISTORY - Date Condition Report By DJ2156 HISTORY - 1992 MONUMENTED MSHD DJ2156 DJ2156 STATION DESCRIPTION DJ2156 DJ2156'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 DJ2156'3.91 MI (6.29 KM) WEST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF DJ2156'STATE HIGHWAY 413, AT KILMICHAEL TO MARK ON THE LEFT, 108.0 FT (32.9 DJ2156'M) SOUTH OF THE CENTER OF EAST BOUND LANE OF HIGHWAY, 4.0 FT (1.2 M) DJ2156'WEST OF POWER POLE NO. 158, 4.0 FT (1.2 M) NORTH OF BARBWIRE FENCE DJ2156'AND 2.0 FT (0.6 M) WEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2157 *********************************************************************** DJ2157 DESIGNATION - 82 V 131 RESET DJ2157 PID - DJ2157 DJ2157 STATE/COUNTY- MS/MONTGOMERY DJ2157 USGS QUAD - KILMICHAEL (1966) DJ2157 DJ2157 *CURRENT SURVEY CONTROL DJ2157 ___________________________________________________________________ DJ2157* NAD 83(1993)- 33 27 39.55989(N) 089 35 56.44555(W) ADJUSTED DJ2157* NAVD 88 - 127.03 (meters) 416.8 (feet) RESET DJ2157 ___________________________________________________________________ DJ2157 X - 37,277.748 (meters) COMP DJ2157 Y - -5,326,409.424 (meters) COMP DJ2157 Z - 3,496,780.485 (meters) COMP DJ2157 LAPLACE CORR- -3.60 (seconds) DEFLEC99 DJ2157 ELLIP HEIGHT- 99.94 (meters) GPS OBS DJ2157 GEOID HEIGHT- -26.94 (meters) GEOID99 DJ2157 DJ2157 HORZ ORDER - FIRST DJ2157 VERT ORDER - THIRD DJ2157 ELLP ORDER - FOURTH CLASS II DJ2157 DJ2157.The horizontal coordinates were established by GPS observations DJ2157.and adjusted by the National Geodetic Survey in February 2002. DJ2157 DJ2157.The orthometric height was computed from unverified reset data. DJ2157.No vertical observational check was made to the station. DJ2157 DJ2157.The X, Y, and Z were computed from the position and the ellipsoidal ht. DJ2157 DJ2157.The Laplace correction was computed from DEFLEC99 derived deflections. DJ2157 DJ2157.The ellipsoidal height was determined by GPS observations DJ2157.and is referenced to NAD 83. DJ2157 DJ2157.The geoid height was determined by GEOID99. DJ2157 DJ2157; North East Units Scale Converg. DJ2157;SPC MS W - 439,405.620 768,262.862 MT 1.00000743 +0 24 17.6 DJ2157;UTM 16 - 3,705,416.057 258,448.780 MT 1.00031940 -1 26 01.4 DJ2157 DJ2157 SUPERSEDED SURVEY CONTROL DJ2157 DJ2157 ELLIP HT - 99.95 (m) GP( ) 4 1 DJ2157 NGVD 29 - 127.01 (m) 416.7 (f) RESET 3 DJ2157 DJ2157.Superseded values are not recommended for survey control. DJ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2157.See file dsdata.txt to determine how the superseded data were derived. DJ2157 DJ2157_MARKER: DD = SURVEY DISK DJ2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2157_STAMPING: B.M. 82V 131 RESET 1992 DJ2157_MARK LOGO: MSHD DJ2157_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2157+STABILITY: SURFACE MOTION DJ2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DJ2157+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000 DJ2157 DJ2157 HISTORY - Date Condition Report By DJ2157 HISTORY - 1992 MONUMENTED MSHD DJ2157 HISTORY - 20001010 GOOD MSHD DJ2157 DJ2157 STATION DESCRIPTION DJ2157 DJ2157'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 DJ2157'2.29 MI (3.69 KM) WEST ALONG U.S. HIGHWAY 82 FROM THE JUNCTION OF DJ2157'STATE HIGHWAY 413, AT KILMICHAEL TO MARK ON THE LEFT, 107 FT (32.6 M) DJ2157'SOUTH OF THE CENTER OF EAST BOUND LANE OF HIGHWAY, 100.0 FT (30.5 M) DJ2157'WEST OF POWER POLE NO. 178, 83.0 FT (25.3 M) NORTH OF NORTHWEST DJ2157'CORNER OF PINE CABIN MOTEL AND RESTAURANT, 50.0 FT (15.2 M) WEST OF DJ2157'THE CENTER OF COUNTY ROAD LEADING NORTH AND 2.0 FT (0.6 M) WEST OF A DJ2157'METAL WITNESS POST. DJ2157 DJ2157 STATION RECOVERY (2000) DJ2157 DJ2157'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 DJ2157'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2130 *********************************************************************** DJ2130 DESIGNATION - 82 V 138 RESET DJ2130 PID - DJ2130 DJ2130 STATE/COUNTY- MS/MONTGOMERY DJ2130 USGS QUAD - KILMICHAEL (1966) DJ2130 DJ2130 *CURRENT SURVEY CONTROL DJ2130 ___________________________________________________________________ DJ2130* NAD 83(1986)- 33 26 16. (N) 089 30 42. (W) SCALED DJ2130* NAVD 88 - 100.15 (meters) 328.6 (feet) RESET DJ2130 ___________________________________________________________________ DJ2130 GEOID HEIGHT- -27.18 (meters) GEOID99 DJ2130 DJ2130 VERT ORDER - THIRD DJ2130 DJ2130.The horizontal coordinates were scaled from a topographic map and have DJ2130.an estimated accuracy of +/- 6 seconds. DJ2130 DJ2130.The orthometric height was computed from unverified reset data. DJ2130.No vertical observational check was made to the station. DJ2130 DJ2130.The geoid height was determined by GEOID99. DJ2130 DJ2130; North East Units Estimated Accuracy DJ2130;SPC MS W - 436,890. 776,400. MT (+/- 180 meters Scaled) DJ2130 DJ2130 SUPERSEDED SURVEY CONTROL DJ2130 DJ2130 NGVD 29 - 100.12 (m) 328.5 (f) RESET 3 DJ2130 DJ2130.Superseded values are not recommended for survey control. DJ2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2130.See file dsdata.txt to determine how the superseded data were derived. DJ2130 DJ2130_MARKER: DV = VERTICAL CONTROL DISK DJ2130_SETTING: 38 = BRIDGE ABUTMENT DJ2130_STAMPING: 82V 138 RESET 1988 DJ2130_MARK LOGO: NGS DJ2130_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DJ2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DJ2130+SATELLITE: SATELLITE OBSERVATIONS - 1988 DJ2130 DJ2130 HISTORY - Date Condition Report By DJ2130 HISTORY - 1988 MONUMENTED MSHD DJ2130 DJ2130 STATION DESCRIPTION DJ2130 DJ2130'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988 DJ2130'3.3 MI (5.31 KM) EAST ALONG U.S. HIGHWAY 82 FROM THE POST OFFICE AT DJ2130'KILMICHAEL TO EAST END OF CONCRETE BRIDGE AND MARK ON THE RIGHT, SET DJ2130'IN A DRILL HOLE IN TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT DJ2130', 33 FT (10.06 M) SOUTH OF THE CENTER OF BRIDGE AND ABOUT 4.0 FT DJ2130'(1.22 M) BELOW THE LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI2799 *********************************************************************** AI2799 CBN - This is a Cooperative Base Network Control Station. AI2799 DESIGNATION - Q 28 RESET AI2799 PID - AI2799 AI2799 STATE/COUNTY- MS/MONTGOMERY AI2799 USGS QUAD - ESKRIDGE (1983) AI2799 AI2799 *CURRENT SURVEY CONTROL AI2799 ___________________________________________________________________ AI2799* NAD 83(1993)- 33 34 15.95109(N) 089 42 03.04429(W) ADJUSTED AI2799* NAVD 88 - 91.50 (meters) 300.2 (feet) RESET AI2799 ___________________________________________________________________ AI2799 X - 27,775.593 (meters) COMP AI2799 Y - -5,319,694.378 (meters) COMP AI2799 Z - 3,506,943.081 (meters) COMP AI2799 LAPLACE CORR- -3.18 (seconds) DEFLEC99 AI2799 ELLIP HEIGHT- 64.58 (meters) GPS OBS AI2799 GEOID HEIGHT- -26.69 (meters) GEOID99 AI2799 AI2799 HORZ ORDER - B AI2799 VERT ORDER - THIRD AI2799 ELLP ORDER - FOURTH CLASS II AI2799 AI2799.The horizontal coordinates were established by GPS observations AI2799.and adjusted by the National Geodetic Survey in February 2002. AI2799 AI2799.The orthometric height was computed from unverified reset data. AI2799.No vertical observational check was made to the station. AI2799.WARNING-GPS observations at this control monument resulted in a GPS AI2799.derived orthometric height which differed from the leveled height by AI2799.more than one decimeter (0.1 meter). AI2799 AI2799.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI2799 AI2799.The Laplace correction was computed from DEFLEC99 derived deflections. AI2799 AI2799.The ellipsoidal height was determined by GPS observations AI2799.and is referenced to NAD 83. AI2799 AI2799.The geoid height was determined by GEOID99. AI2799 AI2799; North East Units Scale Converg. AI2799;SPC MS W - 451,555.599 758,721.805 MT 0.99999250 +0 20 59.1 AI2799;UTM 16 - 3,717,870.653 249,299.871 MT 1.00037492 -1 29 39.4 AI2799 AI2799 SUPERSEDED SURVEY CONTROL AI2799 AI2799 ELLIP HT - 64.59 (m) GP( ) 4 1 AI2799 AI2799.Superseded values are not recommended for survey control. AI2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI2799.See file dsdata.txt to determine how the superseded data were derived. AI2799 AI2799_MARKER: DV = VERTICAL CONTROL DISK AI2799_SETTING: 38 = BRIDGE ABUTMENT AI2799_STAMPING: Q 28 RESET 1999 AI2799_MARK LOGO: NGS AI2799_MAGNETIC: N = NO MAGNETIC MATERIAL AI2799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI2799+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 AI2799 AI2799 HISTORY - Date Condition Report By AI2799 HISTORY - 1999 MONUMENTED MSDOT AI2799 HISTORY - 20000401 GOOD NGS AI2799 AI2799 STATION DESCRIPTION AI2799 AI2799'DESCRIBED BY MS DEPT TRANS 1999 (FMP) AI2799'BENCHMARK IS LOCATED 4.3 MILES (6.9 KM) SOUTHEAST OF APPROXIMATE AI2799'CENTER OF DUCK HILL IN THE EAST END OF THE NORTH ABUTMENT OF A AI2799'CONCRETE BRIDGE ON US 51, 6.4 MILES (10.3 KM) NORTHEAST OF WINONA, 0.3 AI2799'MILES (0.5 KM) SOUTH OF THE CROSSROADS OF ESKRIDGE, IN NORTHEAST 1/4 AI2799'OF SECTION 30, T20N R6E. DISK IS 34 FT (10.4 M) EAST OF CENTER OF US AI2799'51, 48 FT (14.6 M) WEST OF THE WEST RAIL OF ILLINOIS CENTRAL RR TRACK, AI2799'SET IN EAST END OF NORTH ABUTMENT AND ABOUT LEVEL WITH THE TRACK. TO AI2799'REACH FROM US POST OFFICE IN WINONA, DRIVE WEST ON SUMMIT ST FOR 0.3 AI2799'MILES (0.5 KM) TO US 51. TURN RIGHT (NORTH) ON US 51 AND CONTINUE AI2799'7.25 MILES (11.67 KM) TO BRIDGE AND MARK ON RIGHT. AI2799 AI2799 STATION RECOVERY (2000) AI2799 AI2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 AI2799'RECOVERED AS DESCRIBED.