1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0328 *********************************************************************** EH0328 DESIGNATION - F 30 EH0328 PID - EH0328 EH0328 STATE/COUNTY- MS/QUITMAN EH0328 USGS QUAD - MARKS (1969) EH0328 EH0328 *CURRENT SURVEY CONTROL EH0328 ___________________________________________________________________ EH0328* NAD 83(1986)- 34 15 12. (N) 090 16 09. (W) SCALED EH0328* NAVD 88 - 50.688 (meters) 166.30 (feet) ADJUSTED EH0328 ___________________________________________________________________ EH0328 GEOID HEIGHT- -26.49 (meters) GEOID99 EH0328 DYNAMIC HT - 50.639 (meters) 166.14 (feet) COMP EH0328 MODELED GRAV- 979,667.2 (mgal) NAVD 88 EH0328 EH0328 VERT ORDER - SECOND CLASS 0 EH0328 EH0328.The horizontal coordinates were scaled from a topographic map and have EH0328.an estimated accuracy of +/- 6 seconds. EH0328 EH0328.The orthometric height was determined by differential leveling EH0328.and adjusted by the National Geodetic Survey in June 1991. EH0328 EH0328.The geoid height was determined by GEOID99. EH0328 EH0328.The dynamic height is computed by dividing the NAVD 88 EH0328.geopotential number by the normal gravity value computed on the EH0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0328.degrees latitude (g = 980.6199 gals.). EH0328 EH0328.The modeled gravity was interpolated from observed gravity values. EH0328 EH0328; North East Units Estimated Accuracy EH0328;SPC MS W - 527,050. 705,910. MT (+/- 180 meters Scaled) EH0328 EH0328 SUPERSEDED SURVEY CONTROL EH0328 EH0328 NGVD 29 - 50.734 (m) 166.45 (f) ADJUSTED 2 0 EH0328 EH0328.Superseded values are not recommended for survey control. EH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0328.See file dsdata.txt to determine how the superseded data were derived. EH0328 EH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT514936(NAD 83) EH0328_MARKER: DB = BENCH MARK DISK EH0328_SETTING: 36 = BUILDING EH0328_STAMPING: F-30 1934 EH0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH0328 EH0328 HISTORY - Date Condition Report By EH0328 HISTORY - 1934 MONUMENTED CGS EH0328 HISTORY - 1977 GOOD DOD EH0328 HISTORY - 20030717 MARK NOT FOUND USACE EH0328 EH0328 STATION DESCRIPTION EH0328 EH0328'DESCRIBED BY US DEPARTMENT OF DEFENSE 1977 EH0328'IN MARKS. EH0328'THE MARK IS LOCATED ABOUT 0.2 MILE SOUTH OF THE CENTER OF MARKS EH0328'NEAR THE NORTHEAST CORNER OF THE MARKS JUNION HIGH SCHOOL ON THE EH0328'CORNER OF ASH AND LOCUST STREET IN THE SOUTHEAST 1/4 OF SECTION 35, EH0328'T 28N, R 10W. IT IS 95 FEET SOUTH OF THE CENTER OF ASH STREET, EH0328'114 FEET WEST OF THE CENTER OF LOCUST STREET, 59 FEET EAST OF THE EH0328'CENTER OF THE NORTH ENTRANCE TO THE SCHOOL, 7.5 FEET WEST OF THE EH0328'NORTHEAST CORNER OF THE SCHOOL SET VERTICALLY IN A DRILL HOLE IN EH0328'THE FACE OF THE NORTH WALL OF A RED BRICK SHED AND IS 4.5 FEET EH0328'ABOVE THE GROUND. TO REACH FROM THE POST OFFICE IN MARKS GO SOUTH EH0328'ON POPLAR STREET 0.15 MILE TO A T INTERSECTION. TURN LEFT AND GO EH0328'EAST ON ASH STREET FOR ABOUT 100 YARDS TO THE MARK ON THE RIGHT. EH0328 EH0328 STATION RECOVERY (2003) EH0328 EH0328'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0328'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0249 *********************************************************************** EH0249 DESIGNATION - G 195 EH0249 PID - EH0249 EH0249 STATE/COUNTY- MS/QUITMAN EH0249 USGS QUAD - FALCON (1969) EH0249 EH0249 *CURRENT SURVEY CONTROL EH0249 ___________________________________________________________________ EH0249* NAD 83(1986)- 34 23 14. (N) 090 15 46. (W) SCALED EH0249* NAVD 88 - 50.323 (meters) 165.10 (feet) ADJUSTED EH0249 ___________________________________________________________________ EH0249 GEOID HEIGHT- -26.65 (meters) GEOID99 EH0249 DYNAMIC HT - 50.275 (meters) 164.94 (feet) COMP EH0249 MODELED GRAV- 979,674.0 (mgal) NAVD 88 EH0249 EH0249 VERT ORDER - FIRST CLASS II EH0249 EH0249.The horizontal coordinates were scaled from a topographic map and have EH0249.an estimated accuracy of +/- 6 seconds. EH0249 EH0249.The orthometric height was determined by differential leveling EH0249.and adjusted by the National Geodetic Survey in June 1991. EH0249 EH0249.The geoid height was determined by GEOID99. EH0249 EH0249.The dynamic height is computed by dividing the NAVD 88 EH0249.geopotential number by the normal gravity value computed on the EH0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0249.degrees latitude (g = 980.6199 gals.). EH0249 EH0249.The modeled gravity was interpolated from observed gravity values. EH0249 EH0249; North East Units Estimated Accuracy EH0249;SPC MS W - 541,900. 706,490. MT (+/- 180 meters Scaled) EH0249 EH0249 SUPERSEDED SURVEY CONTROL EH0249 EH0249 NGVD 29 - 50.356 (m) 165.21 (f) ADJUSTED 1 2 EH0249 EH0249.Superseded values are not recommended for survey control. EH0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0249.See file dsdata.txt to determine how the superseded data were derived. EH0249 EH0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU516084(NAD 83) EH0249_MARKER: DB = BENCH MARK DISK EH0249_SETTING: 30 = CULVERT EH0249_STAMPING: G 195 1956 EH0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0249+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003 EH0249 EH0249 HISTORY - Date Condition Report By EH0249 HISTORY - 1956 MONUMENTED CGS EH0249 HISTORY - 1977 GOOD MSHD EH0249 HISTORY - 20030717 GOOD USACE EH0249 EH0249 STATION DESCRIPTION EH0249 EH0249'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 EH0249'2.25 MI NE FROM DARLING. EH0249'THE MARK IS LOCATED 4 MILES SOUTHWEST OF SLEDGE, 2.25 MILESNORTHEAST EH0249'OF DARLING, 0.65 MILE SOUTHWEST OF FALCON IN THE NORTHWEST 1/4 OF EH0249'SECTION 16, T 8S, R 10W. IT IS 92 FEET SOUTH OF A POWER POLE WITH EH0249'A GUY WIRE ANCHORED TO ANOTHER POLE, 25 FEET NORTH-NORTHWEST OF THE EH0249'CENTER OF CROSSROAD, 18 FEET NORTHWEST OF THE CENTER OF HIGHWAY 3, EH0249'1.5 FEET SOUTHWEST OF A METAL WITNESS POST SET IN A DRILL HOLE 0.8 EH0249'FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A EH0249'7 X 2 FOOT CONCRETE BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL EH0249'OF THE HIGHWAY. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 315 EH0249'AND STATE HIGHWAY 3 AT THE NORTH EDGE OF SLEDGE GO SOUTHWEST ON STATE EH0249'HIGHWAY 3 FOR 4.4 MILES TO A CROSSROAD AND THE MARK ON THE RIGHT. EH0249 EH0249 STATION RECOVERY (2003) EH0249 EH0249'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0249'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0329 *********************************************************************** EH0329 DESIGNATION - G 30 EH0329 PID - EH0329 EH0329 STATE/COUNTY- MS/QUITMAN EH0329 USGS QUAD - MARKS (1969) EH0329 EH0329 *CURRENT SURVEY CONTROL EH0329 ___________________________________________________________________ EH0329* NAD 83(1986)- 34 15 15. (N) 090 16 11. (W) SCALED EH0329* NAVD 88 - 50.157 (meters) 164.56 (feet) ADJUSTED EH0329 ___________________________________________________________________ EH0329 GEOID HEIGHT- -26.49 (meters) GEOID99 EH0329 DYNAMIC HT - 50.108 (meters) 164.40 (feet) COMP EH0329 MODELED GRAV- 979,667.3 (mgal) NAVD 88 EH0329 EH0329 VERT ORDER - SECOND CLASS 0 EH0329 EH0329.The horizontal coordinates were scaled from a topographic map and have EH0329.an estimated accuracy of +/- 6 seconds. EH0329 EH0329.The orthometric height was determined by differential leveling EH0329.and adjusted by the National Geodetic Survey in June 1991. EH0329 EH0329.The geoid height was determined by GEOID99. EH0329 EH0329.The dynamic height is computed by dividing the NAVD 88 EH0329.geopotential number by the normal gravity value computed on the EH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0329.degrees latitude (g = 980.6199 gals.). EH0329 EH0329.The modeled gravity was interpolated from observed gravity values. EH0329 EH0329; North East Units Estimated Accuracy EH0329;SPC MS W - 527,140. 705,860. MT (+/- 180 meters Scaled) EH0329 EH0329 SUPERSEDED SURVEY CONTROL EH0329 EH0329 NGVD 29 - 50.203 (m) 164.71 (f) ADJUSTED 2 0 EH0329 EH0329.Superseded values are not recommended for survey control. EH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0329.See file dsdata.txt to determine how the superseded data were derived. EH0329 EH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT514937(NAD 83) EH0329_MARKER: DB = BENCH MARK DISK EH0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0329_STAMPING: G-30 1934 EH0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0329+STABILITY: SURFACE MOTION EH0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0329+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003 EH0329 EH0329 HISTORY - Date Condition Report By EH0329 HISTORY - 1934 MONUMENTED CGS EH0329 HISTORY - 1977 GOOD DOD EH0329 HISTORY - 20030717 GOOD USACE EH0329 EH0329 STATION DESCRIPTION EH0329 EH0329'DESCRIBED BY US DEPARTMENT OF DEFENSE 1977 EH0329'IN MARKS. EH0329'THE MARK IS LOCATED ABOUT 0.2 MILE SOUTH OF THE CENTER OF MARKS EH0329'ABOUT MIDWAY OF THE WEST BOUNDARY OF MR. PAUL EUBANKS AT 620 EH0329'LOCUST STREET IN THE SOUTHWEST 1/4 OF SECTION 35, T 28N, R 1W. EH0329'IT IS 126 FEET NORTH OF THE CENTER OF ASH STREET, 36.5 FEET EAST EH0329'OF THE CENTER OF LOCUST STREET, 52.5 FEET NORTH-NORTHWEST CORNER EH0329'OF A 1 1/2 STORY FRAME HOUSE, 80.5 FEET SOUTHWEST OF A POWER POLE EH0329'WITH A TRANSFORMER, 47 FEET SOUTH OF THE CENTER OF A GRAVELED EH0329'DRIVEWAY, 38.5 FEET SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE, EH0329'6.5 FEET EAST OF THE EAST EDGE OF A WALK, 2.5 FEET EAST OF A ROW EH0329'OF OAKS SET IN THE TOP OF A LARGE TAPERING CONCRETE POST WITH USGS EH0329'NO 3 IMBEDED ON THE NORTH SIDE AND MISS 1908 ON THE SOUTH SIDE AND EH0329'PROJECTS 2.4 FEET. TO REACH FROM THE POST OFFICE IN MARKS GO SOUTH EH0329'ON POPLAR STREET FOR 0.15 MILE TO A T INTERSECTION. TURN LEFT AND EH0329'GO EAST ON ASH STREET FOR 0.1 MILE TO AN INTERSECTION JUST BEYOND EH0329'THE JUNIOR HIGH SCHOOL AND THE MARK ON THE LEFT. EH0329 EH0329 STATION RECOVERY (2003) EH0329 EH0329'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0329'MONUMENT PROJECTS 28 INCHES AND ENGRAVED MISS 1908 USGS. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0248 *********************************************************************** EH0248 DESIGNATION - H 195 EH0248 PID - EH0248 EH0248 STATE/COUNTY- MS/QUITMAN EH0248 USGS QUAD - FALCON (1969) EH0248 EH0248 *CURRENT SURVEY CONTROL EH0248 ___________________________________________________________________ EH0248* NAD 83(1986)- 34 23 55. (N) 090 15 11. (W) SCALED EH0248* NAVD 88 - 49.956 (meters) 163.90 (feet) ADJUSTED EH0248 ___________________________________________________________________ EH0248 GEOID HEIGHT- -26.66 (meters) GEOID99 EH0248 DYNAMIC HT - 49.908 (meters) 163.74 (feet) COMP EH0248 MODELED GRAV- 979,674.5 (mgal) NAVD 88 EH0248 EH0248 VERT ORDER - FIRST CLASS II EH0248 EH0248.The horizontal coordinates were scaled from a topographic map and have EH0248.an estimated accuracy of +/- 6 seconds. EH0248 EH0248.The orthometric height was determined by differential leveling EH0248.and adjusted by the National Geodetic Survey in June 1991. EH0248 EH0248.The geoid height was determined by GEOID99. EH0248 EH0248.The dynamic height is computed by dividing the NAVD 88 EH0248.geopotential number by the normal gravity value computed on the EH0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0248.degrees latitude (g = 980.6199 gals.). EH0248 EH0248.The modeled gravity was interpolated from observed gravity values. EH0248 EH0248; North East Units Estimated Accuracy EH0248;SPC MS W - 543,160. 707,380. MT (+/- 180 meters Scaled) EH0248 EH0248 SUPERSEDED SURVEY CONTROL EH0248 EH0248 NGVD 29 - 49.989 (m) 164.01 (f) ADJUSTED 1 2 EH0248 EH0248.Superseded values are not recommended for survey control. EH0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0248.See file dsdata.txt to determine how the superseded data were derived. EH0248 EH0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU525097(NAD 83) EH0248_MARKER: DB = BENCH MARK DISK EH0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0248_STAMPING: H 195 1956 EH0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0248+STABILITY: SURFACE MOTION EH0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH0248+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003 EH0248 EH0248 HISTORY - Date Condition Report By EH0248 HISTORY - 1956 MONUMENTED CGS EH0248 HISTORY - 1977 GOOD MSHD EH0248 HISTORY - 20030717 GOOD USACE EH0248 EH0248 STATION DESCRIPTION EH0248 EH0248'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 EH0248'2.9 MI SW FROM SLEDGE. EH0248'THE MARK IS LOCATED 2.8 MILES SOUTHWEST OF THE CENTER OF SLEDGE ON EH0248'THE SOUTHEAST RIGHT OF WAY OF OLD HIGHWAY 3, 0.3 MILE NORTHEAST OF EH0248'FALCON IN THE SOUTHEAST 1/4 OF SECTION 9, T 8S, R 10W. IT IS 81.5 EH0248'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 58 FEET EAST OF TELEPHONE EH0248'POLE NO. 1320, 29 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, EH0248'2.5 FEET NORTHWEST OF A POWER POLE NO. 191, 1 FOOT SOUTHEAST OF A EH0248'METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 7 EH0248'FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 3 INCHES. TO EH0248'REACH FROM THE US POST OFFICE NEAR THE CENTER OF SLEDGE GO SOUTHWEST EH0248'ON OLD HIGHWAY 3 FOR 2.8 MILES TO THE MARK ON THE LEFT. EH0248'NOTE--THE MARK HAS BEEN CHIPPED ON THE NORTHWEST SLIDE AND SHOULD BE EH0248'USE WITH CAUTION. EH0248 EH0248 STATION RECOVERY (2003) EH0248 EH0248'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0248'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0330 *********************************************************************** EH0330 DESIGNATION - H 30 EH0330 PID - EH0330 EH0330 STATE/COUNTY- MS/QUITMAN EH0330 USGS QUAD - MARKS (1969) EH0330 EH0330 *CURRENT SURVEY CONTROL EH0330 ___________________________________________________________________ EH0330* NAD 83(1986)- 34 15 11. (N) 090 16 26. (W) SCALED EH0330* NAVD 88 - 50.878 (meters) 166.92 (feet) ADJUSTED EH0330 ___________________________________________________________________ EH0330 GEOID HEIGHT- -26.49 (meters) GEOID99 EH0330 DYNAMIC HT - 50.829 (meters) 166.76 (feet) COMP EH0330 MODELED GRAV- 979,667.1 (mgal) NAVD 88 EH0330 EH0330 VERT ORDER - SECOND CLASS 0 EH0330 EH0330.The horizontal coordinates were scaled from a topographic map and have EH0330.an estimated accuracy of +/- 6 seconds. EH0330 EH0330.The orthometric height was determined by differential leveling EH0330.and adjusted by the National Geodetic Survey in June 1991. EH0330 EH0330.The geoid height was determined by GEOID99. EH0330 EH0330.The dynamic height is computed by dividing the NAVD 88 EH0330.geopotential number by the normal gravity value computed on the EH0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0330.degrees latitude (g = 980.6199 gals.). EH0330 EH0330.The modeled gravity was interpolated from observed gravity values. EH0330 EH0330; North East Units Estimated Accuracy EH0330;SPC MS W - 527,020. 705,480. MT (+/- 180 meters Scaled) EH0330 EH0330 SUPERSEDED SURVEY CONTROL EH0330 EH0330 NGVD 29 - 50.926 (m) 167.08 (f) ADJUSTED 2 0 EH0330 EH0330.Superseded values are not recommended for survey control. EH0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0330.See file dsdata.txt to determine how the superseded data were derived. EH0330 EH0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT510935(NAD 83) EH0330_MARKER: DB = BENCH MARK DISK EH0330_SETTING: 36 = BUILDING EH0330_STAMPING: H 30 1934 EH0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH0330 EH0330 HISTORY - Date Condition Report By EH0330 HISTORY - 1934 MONUMENTED CGS EH0330 HISTORY - 1977 GOOD DOD EH0330 HISTORY - 20030717 MARK NOT FOUND USACE EH0330 EH0330 STATION DESCRIPTION EH0330 EH0330'DESCRIBED BY US DEPARTMENT OF DEFENSE 1977 EH0330'IN MARKS. EH0330'THE MARK IS LOCATED ABOUT THE CENTER OF MARKS ABOUT 100 YARDS EAST EH0330'OF THE RAILROAD STATION IN THE FACE OF THE BRICK WALL DIVIDING EH0330'PERKS GROCERY AND MOSSEY JEWELRY STORE, 1 BLOCK NORTH AND 1/2 BLOCK EH0330'EAST OF THE POST OFFICE. IT IS 155 FEET EAST OF THE CENTER OF EH0330'MAIN STREET, 72.5 FEET WEST OF THE CENTER OF THE ENTRANCE TO EH0330'CITIZENS BANK AND TRUST COMPANY SET VERTICALLY IN A DRILL HOLE IN EH0330'THE FACE OF THE SOUTH BRICK WALL DIVIDING THE TWO STORES AND IS 4 EH0330'FEET ABOVE THE WALK. EH0330 EH0330 STATION RECOVERY (2003) EH0330 EH0330'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0330'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0331 *********************************************************************** EH0331 DESIGNATION - J 30 EH0331 PID - EH0331 EH0331 STATE/COUNTY- MS/QUITMAN EH0331 USGS QUAD - MARKS (1969) EH0331 EH0331 *CURRENT SURVEY CONTROL EH0331 ___________________________________________________________________ EH0331* NAD 83(1986)- 34 15 15. (N) 090 16 38. (W) SCALED EH0331* NAVD 88 - 47.506 (meters) 155.86 (feet) ADJUSTED EH0331 ___________________________________________________________________ EH0331 GEOID HEIGHT- -26.49 (meters) GEOID99 EH0331 DYNAMIC HT - 47.460 (meters) 155.71 (feet) COMP EH0331 MODELED GRAV- 979,667.1 (mgal) NAVD 88 EH0331 EH0331 VERT ORDER - SECOND CLASS 0 EH0331 EH0331.The horizontal coordinates were scaled from a topographic map and have EH0331.an estimated accuracy of +/- 6 seconds. EH0331 EH0331.The orthometric height was determined by differential leveling EH0331.and adjusted by the National Geodetic Survey in June 1991. EH0331 EH0331.The geoid height was determined by GEOID99. EH0331 EH0331.The dynamic height is computed by dividing the NAVD 88 EH0331.geopotential number by the normal gravity value computed on the EH0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0331.degrees latitude (g = 980.6199 gals.). EH0331 EH0331.The modeled gravity was interpolated from observed gravity values. EH0331 EH0331; North East Units Estimated Accuracy EH0331;SPC MS W - 527,140. 705,170. MT (+/- 180 meters Scaled) EH0331 EH0331 SUPERSEDED SURVEY CONTROL EH0331 EH0331 NGVD 29 - 47.554 (m) 156.02 (f) ADJUSTED 2 0 EH0331 EH0331.Superseded values are not recommended for survey control. EH0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0331.See file dsdata.txt to determine how the superseded data were derived. EH0331 EH0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT507936(NAD 83) EH0331_MARKER: DB = BENCH MARK DISK EH0331_SETTING: 36 = BUILDING EH0331_STAMPING: J-30 1934 EH0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0331+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003 EH0331 EH0331 HISTORY - Date Condition Report By EH0331 HISTORY - 1934 MONUMENTED CGS EH0331 HISTORY - 1977 GOOD DOD EH0331 HISTORY - 20030717 GOOD USACE EH0331 EH0331 STATION DESCRIPTION EH0331 EH0331'DESCRIBED BY US DEPARTMENT OF DEFENSE 1977 EH0331'IN MARKS. EH0331'THE MARK IS LOCATED 0.3 MILE SOUTHWEST OF THE CENTER OF MARKS IN EH0331'THE NORHTEAST CORNER OF AN ABANDONED RED BRICK SCHOOL BUILDING AT EH0331'THE NORTHWEST CORNER OF THE GROUNDS OF THE WEST SIDE ELEMENTARY EH0331'SCHOOL IN THE SOUTHEAST 1/4 OF SECTION 34, T 28N R 10W. IT IS EH0331'82 FEET SOUTH OF THE CENTER OF A BLACK TOP STREET, 22 FEET EAST EH0331'OF THE EXTENDED CENTER OF A BLACK TOP STREET LEADING NORTH, 53 FEET EH0331'SOUTH OF A CYCLONE FENCE, 53 FEET WEST OF THE NORTHWEST CORNER OF EH0331'THE NEW BUILDING, 3 FEET WEST OF THE NORTHEAST CORNER OF THE OLD EH0331'SCHOOL BUILDING SET VERTICALLY IN A DRILL HOLE IN THE FACE OF THE EH0331'NORTH WALL OF THE WEST ONE AND THE OLDEST OF TWO BRICK SCHOOL EH0331'BUILDINGS AND IS 3.8 FEET ABOVE THE GROUND. TO REACH FROM THE EH0331'INTERSECTION OF STATE HIGHWAY 3 AND 6 AT THE NORTH EDGE OF MARKS GO EH0331'SOUTH ON STATE HIGHWAY 3 FOR 0.45 MILE TO THE INTERSECTION, 1 BLOCK EH0331'SOUTH OF MAIN STREET. TURN RIGHT AND GO WEST ON A BLACK TOP STREET EH0331'FOR 0.2 MILE TO THE JUNCTION OF FIFTH STREET ON THE RIGHT AND THE EH0331'MARK ON THE LEFT. EH0331 EH0331 STATION RECOVERY (2003) EH0331 EH0331'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0331'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0263 *********************************************************************** EH0263 DESIGNATION - L 133 EH0263 PID - EH0263 EH0263 STATE/COUNTY- MS/QUITMAN EH0263 USGS QUAD - MARKS (1969) EH0263 EH0263 *CURRENT SURVEY CONTROL EH0263 ___________________________________________________________________ EH0263* NAD 83(1986)- 34 15 32. (N) 090 16 12. (W) SCALED EH0263* NAVD 88 - 51.131 (meters) 167.75 (feet) ADJUSTED EH0263 ___________________________________________________________________ EH0263 GEOID HEIGHT- -26.49 (meters) GEOID99 EH0263 DYNAMIC HT - 51.081 (meters) 167.59 (feet) COMP EH0263 MODELED GRAV- 979,667.5 (mgal) NAVD 88 EH0263 EH0263 VERT ORDER - FIRST CLASS II EH0263 EH0263.The horizontal coordinates were scaled from a topographic map and have EH0263.an estimated accuracy of +/- 6 seconds. EH0263 EH0263.The orthometric height was determined by differential leveling EH0263.and adjusted by the National Geodetic Survey in June 1991. EH0263 EH0263.The geoid height was determined by GEOID99. EH0263 EH0263.The dynamic height is computed by dividing the NAVD 88 EH0263.geopotential number by the normal gravity value computed on the EH0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0263.degrees latitude (g = 980.6199 gals.). EH0263 EH0263.The modeled gravity was interpolated from observed gravity values. EH0263 EH0263; North East Units Estimated Accuracy EH0263;SPC MS W - 527,670. 705,830. MT (+/- 180 meters Scaled) EH0263 EH0263 SUPERSEDED SURVEY CONTROL EH0263 EH0263 NGVD 29 - 51.165 (m) 167.86 (f) ADJUSTED 1 2 EH0263 EH0263.Superseded values are not recommended for survey control. EH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0263.See file dsdata.txt to determine how the superseded data were derived. EH0263 EH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT513942(NAD 83) EH0263_MARKER: DB = BENCH MARK DISK EH0263_SETTING: 36 = BUILDING EH0263_STAMPING: L-133 1939 EH0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH0263 EH0263 HISTORY - Date Condition Report By EH0263 HISTORY - 1939 MONUMENTED CGS EH0263 HISTORY - 20030717 MARK NOT FOUND USACE EH0263 EH0263 STATION DESCRIPTION EH0263 EH0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 EH0263'IN MARKS. EH0263'LOCATED IN THE TOWN OF MARKS, QUITMAN CO. MISS. AT COURT HOUSE. A EH0263'VERTICAL MARK SET IN QUITMAN CO. COURT HOUSE, AND IN THE SOUTHEAST EH0263'CORNER OF BLDG. B.M. IS ON THE SOUTH BRICK WALL AND 4 FEET FROM EH0263'SOUTHEAST CORNER. COURT HOUSE IS LOCATED ONE BLOCK NORTH, AND THEN EH0263'ONE BLOCK EAST OF I. C. RAILROAD STATION IN MARKS, MISS. EH0263 EH0263 STATION RECOVERY (2003) EH0263 EH0263'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0263'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0261 *********************************************************************** EH0261 DESIGNATION - M 133 EH0261 PID - EH0261 EH0261 STATE/COUNTY- MS/QUITMAN EH0261 USGS QUAD - MARKS (1969) EH0261 EH0261 *CURRENT SURVEY CONTROL EH0261 ___________________________________________________________________ EH0261* NAD 83(1986)- 34 16 16. (N) 090 16 17. (W) SCALED EH0261* NAVD 88 - 50.034 (meters) 164.15 (feet) ADJUSTED EH0261 ___________________________________________________________________ EH0261 GEOID HEIGHT- -26.51 (meters) GEOID99 EH0261 DYNAMIC HT - 49.986 (meters) 164.00 (feet) COMP EH0261 MODELED GRAV- 979,668.1 (mgal) NAVD 88 EH0261 EH0261 VERT ORDER - FIRST CLASS II EH0261 EH0261.The horizontal coordinates were scaled from a topographic map and have EH0261.an estimated accuracy of +/- 6 seconds. EH0261 EH0261.The orthometric height was determined by differential leveling EH0261.and adjusted by the National Geodetic Survey in June 1991. EH0261 EH0261.The geoid height was determined by GEOID99. EH0261 EH0261.The dynamic height is computed by dividing the NAVD 88 EH0261.geopotential number by the normal gravity value computed on the EH0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0261.degrees latitude (g = 980.6199 gals.). EH0261 EH0261.The modeled gravity was interpolated from observed gravity values. EH0261 EH0261; North East Units Estimated Accuracy EH0261;SPC MS W - 529,020. 705,700. MT (+/- 180 meters Scaled) EH0261 EH0261 SUPERSEDED SURVEY CONTROL EH0261 EH0261 NGVD 29 - 50.068 (m) 164.26 (f) ADJUSTED 1 2 EH0261 EH0261.Superseded values are not recommended for survey control. EH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0261.See file dsdata.txt to determine how the superseded data were derived. EH0261 EH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT512955(NAD 83) EH0261_MARKER: DB = BENCH MARK DISK EH0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0261_STAMPING: M 133 1939 EH0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0261+STABILITY: SURFACE MOTION EH0261 EH0261 HISTORY - Date Condition Report By EH0261 HISTORY - 1939 MONUMENTED CGS EH0261 HISTORY - 1977 GOOD MSHD EH0261 HISTORY - 20030717 MARK NOT FOUND USACE EH0261 EH0261 STATION DESCRIPTION EH0261 EH0261'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 EH0261'0.9 MI N FROM MARKS. EH0261'THE MARK IS LOCATED 0.9 MILE NORTH OF THE CENTER OF MARKS IN THE EH0261'CENTER OF MARKS IN THE SOUTHWEST ANGLE OF THE CROSSING OF THE ICRR EH0261'TRACK WITH A NARROW GRAVELED ROAD, 0.45 MILE SOUTH OF MILE POST EH0261'M 66 IN THE NORTHWEST 1/4 OF SECTION 26, T 28N, R 1W. IT IS 83 EH0261'FEET EAST OF THE CENTER OF HIGHWAY 3, 33 FEET SOUTH OF THE CENTER EH0261'OF A GRAVELED ROAD, 13 FEET WEST OF THE WEST RAIL, 24.5 FEET EH0261'SOUTHEAST OF A RAILROAD STOP SIGN, 12 FEET EAST-NORTHEAST OF A EH0261'TELEPHONE POLE SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 EH0261'FEET BELOW THE LEVEL OF THE TRACK AND PROJECTS 2 INCHES. TO REACH EH0261'FROM THE INTERSECTION OF STATE HIGHWAY 3 AND 6 AT THE NORTHEDGE OF EH0261'MARKS GO NORTH ON STATE HIGHWAY 3 FOR 0.65 MILE TO A SIDE ROAD AND EH0261'THE MARK ON THE RIGHT. EH0261'NOTE--THE MARK WAS FOUND TO BE BROKEN OFF ABOUT 14 INCHES BELOW THE EH0261'GROUND. IT WAS REPOSITIONED OVER THE STATIONARY PORTION AND DIRT EH0261'PACKED AROUND IT. THE MARK SHOULD BE USED WITH CAUTION. EH0261 EH0261 STATION RECOVERY (2003) EH0261 EH0261'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0261'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0260 *********************************************************************** EH0260 DESIGNATION - N 133 EH0260 PID - EH0260 EH0260 STATE/COUNTY- MS/QUITMAN EH0260 USGS QUAD - MARKS (1969) EH0260 EH0260 *CURRENT SURVEY CONTROL EH0260 ___________________________________________________________________ EH0260* NAD 83(1986)- 34 17 10. (N) 090 16 17. (W) SCALED EH0260* NAVD 88 - 50.703 (meters) 166.35 (feet) ADJUSTED EH0260 ___________________________________________________________________ EH0260 GEOID HEIGHT- -26.53 (meters) GEOID99 EH0260 DYNAMIC HT - 50.654 (meters) 166.19 (feet) COMP EH0260 MODELED GRAV- 979,668.8 (mgal) NAVD 88 EH0260 EH0260 VERT ORDER - FIRST CLASS II EH0260 EH0260.The horizontal coordinates were scaled from a topographic map and have EH0260.an estimated accuracy of +/- 6 seconds. EH0260 EH0260.The orthometric height was determined by differential leveling EH0260.and adjusted by the National Geodetic Survey in June 1991. EH0260 EH0260.The geoid height was determined by GEOID99. EH0260 EH0260.The dynamic height is computed by dividing the NAVD 88 EH0260.geopotential number by the normal gravity value computed on the EH0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0260.degrees latitude (g = 980.6199 gals.). EH0260 EH0260.The modeled gravity was interpolated from observed gravity values. EH0260 EH0260; North East Units Estimated Accuracy EH0260;SPC MS W - 530,680. 705,700. MT (+/- 180 meters Scaled) EH0260 EH0260 SUPERSEDED SURVEY CONTROL EH0260 EH0260 NGVD 29 - 50.737 (m) 166.46 (f) ADJUSTED 1 2 EH0260 EH0260.Superseded values are not recommended for survey control. EH0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0260.See file dsdata.txt to determine how the superseded data were derived. EH0260 EH0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT511972(NAD 83) EH0260_MARKER: DB = BENCH MARK DISK EH0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0260_STAMPING: N 133 1939 EH0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0260+STABILITY: SURFACE MOTION EH0260 EH0260 HISTORY - Date Condition Report By EH0260 HISTORY - 1939 MONUMENTED CGS EH0260 HISTORY - 1977 GOOD MSHD EH0260 HISTORY - 20030717 MARK NOT FOUND USACE EH0260 EH0260 STATION DESCRIPTION EH0260 EH0260'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 EH0260'2.1 MI N FROM MARKS. EH0260'THE MARK IS LOCATED 1.9 MILES NORTH OF MARKS IN THE SOUTHWEST ANGLE EH0260'OF A FIELD ROAD CROSSING THE ICRR TRACK, 0.5 MILE SOUTH OF THE EH0260'RAILROAD BRIDGE OVER THE COLDWATER RIVER IN THE NORTHWEST 1/4 OF EH0260'SECTION 23, T 28N, R 1 W. IT IS 81 FEET EAST OF THE CENTEROF HIGH- EH0260'WAY 3, 23 FEET NORTHEAST OF A TELEPHONE POLE, 14 FEET WEST OF THE EH0260'WEST RAIL, 16 FEET SOUTH OF THE CENTER OF A FIELD ROAD SET IN THE EH0260'TOP OF A ROUND CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL OF THE EH0260'TRACK AND PROJECTS 1 INCH. TO REACH FROM THE INTERSECTION OF STATE EH0260'HIGHWAY 3 AND 6 AT THE NORTH EDGE OF MARKS GO NORTH ON STATE EH0260'HIGHWAY 3 FOR 1.65 MILES TO A FIELD ROAD AND THE MARK ON THE RIGHT. EH0260'NOTE--THE MARK WAS FOUND TO BE BROKEN OFF ABOUT 14 INCHES BELOW THE EH0260'GROUND. THE MARK WAS REPOSITIONED OVER THE STATION MARK PORTION EH0260'AND DIRT PACKED AROUND IT. IT SHOULD BE USED WITH CAUTION. EH0260 EH0260 STATION RECOVERY (2003) EH0260 EH0260'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0260'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0258 *********************************************************************** EH0258 DESIGNATION - P 133 EH0258 PID - EH0258 EH0258 STATE/COUNTY- MS/QUITMAN EH0258 USGS QUAD - MARKS (1969) EH0258 EH0258 *CURRENT SURVEY CONTROL EH0258 ___________________________________________________________________ EH0258* NAD 83(1986)- 34 18 34. (N) 090 16 24. (W) SCALED EH0258* NAVD 88 - 51.196 (meters) 167.97 (feet) ADJUSTED EH0258 ___________________________________________________________________ EH0258 GEOID HEIGHT- -26.56 (meters) GEOID99 EH0258 DYNAMIC HT - 51.147 (meters) 167.80 (feet) COMP EH0258 MODELED GRAV- 979,669.9 (mgal) NAVD 88 EH0258 EH0258 VERT ORDER - FIRST CLASS II EH0258 EH0258.The horizontal coordinates were scaled from a topographic map and have EH0258.an estimated accuracy of +/- 6 seconds. EH0258 EH0258.The orthometric height was determined by differential leveling EH0258.and adjusted by the National Geodetic Survey in June 1991. EH0258 EH0258.The geoid height was determined by GEOID99. EH0258 EH0258.The dynamic height is computed by dividing the NAVD 88 EH0258.geopotential number by the normal gravity value computed on the EH0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0258.degrees latitude (g = 980.6199 gals.). EH0258 EH0258.The modeled gravity was interpolated from observed gravity values. EH0258 EH0258; North East Units Estimated Accuracy EH0258;SPC MS W - 533,270. 705,520. MT (+/- 180 meters Scaled) EH0258 EH0258 SUPERSEDED SURVEY CONTROL EH0258 EH0258 NGVD 29 - 51.231 (m) 168.08 (f) ADJUSTED 1 2 EH0258 EH0258.Superseded values are not recommended for survey control. EH0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0258.See file dsdata.txt to determine how the superseded data were derived. EH0258 EH0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT509998(NAD 83) EH0258_MARKER: DB = BENCH MARK DISK EH0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0258_STAMPING: P 133 1939 EH0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0258+STABILITY: SURFACE MOTION EH0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0258+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003 EH0258 EH0258 HISTORY - Date Condition Report By EH0258 HISTORY - 1939 MONUMENTED CGS EH0258 HISTORY - 1977 GOOD MSHD EH0258 HISTORY - 20030717 GOOD USACE EH0258 EH0258 STATION DESCRIPTION EH0258 EH0258'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 EH0258'3.3 MI S FROM DARLING. EH0258'THE MARK IS LOCATED 3.65 MILES NORTH OF MARKS IN THE NORTHEAST ANGLE EH0258'OF THE CROSSING OF THE ICRR TRACK WITH A BLACK TOP ROAD, 3.3 MILES EH0258'SOUTH OF DARLING, 0.2 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY EH0258'3 AND THE RAILROAD TRACK IN THE COMMUNITY OF HINCHCLIFF IN THE SOUTH EH0258'THE SOUTHWEST 1/4 OF SECTION 11, T 28N, R 1W. IT IS 67 FEET WEST EH0258'OF THE CENTER OF A BLACK TOP ROAD, 35 FEET NORTH OF THE CENTER OF EH0258'ANOTHER BLACK TOP ROAD, 49 FEET EAST OF A TELEPHONE POLE, 9.5 FEET EH0258'EAST OF THE EAST RAIL, 2 FEET WEST OF A METAL WITNESS POST SET IN EH0258'THE TOP OF A ROUND CONCRETE POST ABOUT 18 INCHES BELOW THE LEVEL OF EH0258'THE TRACK AND IS FLUSH WITH THE GROUND. TO REACH FROM THE EH0258'INTERSECTION OF STATE HIGHWAY 3 AND 6 AT THE NORTH EDGE OF MARKS GO EH0258'NORTH ON STATE HIGHWAY 3 FOR 3.15 MILES TO A CROSSROAD. TURN RIGHT EH0258'AND GO EAST ON A BLACK TOP ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT. EH0258'THE MARK IS CHIPPED OFF ON THE EAST SIDE. EH0258 EH0258 STATION RECOVERY (2003) EH0258 EH0258'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0258'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0256 *********************************************************************** EH0256 DESIGNATION - X 194 EH0256 PID - EH0256 EH0256 STATE/COUNTY- MS/QUITMAN EH0256 USGS QUAD - MARKS (1969) EH0256 EH0256 *CURRENT SURVEY CONTROL EH0256 ___________________________________________________________________ EH0256* NAD 83(1986)- 34 19 17. (N) 090 16 29. (W) SCALED EH0256* NAVD 88 - 50.142 (meters) 164.51 (feet) ADJUSTED EH0256 ___________________________________________________________________ EH0256 GEOID HEIGHT- -26.57 (meters) GEOID99 EH0256 DYNAMIC HT - 50.093 (meters) 164.35 (feet) COMP EH0256 MODELED GRAV- 979,670.5 (mgal) NAVD 88 EH0256 EH0256 VERT ORDER - FIRST CLASS II EH0256 EH0256.The horizontal coordinates were scaled from a topographic map and have EH0256.an estimated accuracy of +/- 6 seconds. EH0256 EH0256.The orthometric height was determined by differential leveling EH0256.and adjusted by the National Geodetic Survey in June 1991. EH0256 EH0256.The geoid height was determined by GEOID99. EH0256 EH0256.The dynamic height is computed by dividing the NAVD 88 EH0256.geopotential number by the normal gravity value computed on the EH0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0256.degrees latitude (g = 980.6199 gals.). EH0256 EH0256.The modeled gravity was interpolated from observed gravity values. EH0256 EH0256; North East Units Estimated Accuracy EH0256;SPC MS W - 534,600. 705,390. MT (+/- 180 meters Scaled) EH0256 EH0256 SUPERSEDED SURVEY CONTROL EH0256 EH0256 NGVD 29 - 50.174 (m) 164.61 (f) ADJUSTED 1 2 EH0256 EH0256.Superseded values are not recommended for survey control. EH0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0256.See file dsdata.txt to determine how the superseded data were derived. EH0256 EH0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU507011(NAD 83) EH0256_MARKER: DB = BENCH MARK DISK EH0256_SETTING: 30 = CULVERT EH0256_STAMPING: X 194 1956 EH0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EH0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH0256+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003 EH0256 EH0256 HISTORY - Date Condition Report By EH0256 HISTORY - 1956 MONUMENTED CGS EH0256 HISTORY - 1977 GOOD MSHD EH0256 HISTORY - 20030717 GOOD USACE EH0256 EH0256 STATION DESCRIPTION EH0256 EH0256'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 EH0256'2.55 MI S FROM DARLING. EH0256'THE MARK IS LOCATED 4.4 MILES NORTH OF MARKS, 2.6 MILES SOUTH OF EH0256'DARLING, 0.55 MILE NORTH OF THE CROSSING OF STATE HIGHWAY 3AND THE EH0256'ICRR TRACK NEAR HINCHCLIFF, 120 YARDS NORTH OF MILE POST 63IN THE EH0256'SOUTHWEST 1/4 OF SECTION 2, T 28N, R 1W. IT IS 63 FEET EAST OF THE EH0256'EAST RAIL, 13.5 FEET WEST OF THE CENTER OF OLD HIGHWAY 3, 1FOOT SOUTH EH0256'OF A METAL WITNESS POST SET IN A DRILL HOLE IN THE NORTH END OF THE EH0256'WEST HEADWALL OF A 8 X 5 FOOT CONCRETE BOX CULVERT UNDER THE OLD EH0256'HIGHWAY AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK. TO REACH EH0256'FROM THE INTERSECTION OF STATE HIGHWAY 3 AND 6 AT THE NORTHEDGE OF EH0256'MARKS GO NORTH ON STATE HIGHWAY 3 FOR 3.5 MILES TO A RAILROAD EH0256'CROSSING. CONTINUE NORTH ON STATE HIGHWAY 3 FOR 0.5 MILE TO A SIDE EH0256'ROAD LEFT. TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.15 MILE EH0256'TO THE INTERSECTION OF OLD HIGHWAY 3 JUST BEFORE REACHING THE RAILROAD EH0256'TRACK. TURN RIGHT AND GO NORTH ON OLD HIGHWAY 3 FOR 100 YARDS TO THE EH0256'MARK ON THE LEFT. EH0256 EH0256 STATION RECOVERY (2003) EH0256 EH0256'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0256'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EH0254 *********************************************************************** EH0254 DESIGNATION - Z 194 EH0254 PID - EH0254 EH0254 STATE/COUNTY- MS/QUITMAN EH0254 USGS QUAD - MARKS (1969) EH0254 EH0254 *CURRENT SURVEY CONTROL EH0254 ___________________________________________________________________ EH0254* NAD 83(1986)- 34 21 12. (N) 090 16 30. (W) SCALED EH0254* NAVD 88 - 50.066 (meters) 164.26 (feet) ADJUSTED EH0254 ___________________________________________________________________ EH0254 GEOID HEIGHT- -26.61 (meters) GEOID99 EH0254 DYNAMIC HT - 50.017 (meters) 164.10 (feet) COMP EH0254 MODELED GRAV- 979,672.1 (mgal) NAVD 88 EH0254 EH0254 VERT ORDER - FIRST CLASS II EH0254 EH0254.The horizontal coordinates were scaled from a topographic map and have EH0254.an estimated accuracy of +/- 6 seconds. EH0254 EH0254.The orthometric height was determined by differential leveling EH0254.and adjusted by the National Geodetic Survey in June 1991. EH0254 EH0254.The geoid height was determined by GEOID99. EH0254 EH0254.The dynamic height is computed by dividing the NAVD 88 EH0254.geopotential number by the normal gravity value computed on the EH0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0254.degrees latitude (g = 980.6199 gals.). EH0254 EH0254.The modeled gravity was interpolated from observed gravity values. EH0254 EH0254; North East Units Estimated Accuracy EH0254;SPC MS W - 538,140. 705,370. MT (+/- 180 meters Scaled) EH0254 EH0254 SUPERSEDED SURVEY CONTROL EH0254 EH0254 NGVD 29 - 50.098 (m) 164.36 (f) ADJUSTED 1 2 EH0254 EH0254.Superseded values are not recommended for survey control. EH0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0254.See file dsdata.txt to determine how the superseded data were derived. EH0254 EH0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU506046(NAD 83) EH0254_MARKER: DB = BENCH MARK DISK EH0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0254_STAMPING: Z 194 1956 EH0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0254+STABILITY: SURFACE MOTION EH0254 EH0254 HISTORY - Date Condition Report By EH0254 HISTORY - 1956 MONUMENTED CGS EH0254 HISTORY - 1977 GOOD MSHD EH0254 HISTORY - 20030717 MARK NOT FOUND USACE EH0254 EH0254 STATION DESCRIPTION EH0254 EH0254'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 EH0254'IN DARLING. EH0254'THE MARK IS LOCATED 6.8 MILES NORTH MARKS IN THE NORTHEAST ANGLE OF EH0254'THE CROSSING OF THE ICRR TRACK WITH A FIELD ROAD, 0.3 MILE SOUTH EH0254'OF DARLING, 510 YARDS NORTH OF MILEPOST 61 IN THE SOUTHEAST1/4 OF EH0254'SECTION 29, T 8S, R 10W. IT IS 77 FEET EAST OF A TELEPHONEPOLE, 51 EH0254'FEET EAST-NORTHEAST OF THE CENTER OF THE CROSSING, 42 FEET EAST OF EH0254'THE EAST RAIL, 34 FEET WEST OF THE CENTER OF THE OLD HIGHWAY ON THE EH0254'EAST SIDE OF THE TRACK, 24 FEET NORTH OF THE CENTER OF A FIELD ROAD, EH0254'1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND EH0254'CONCRETE POST ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACKAND EH0254'PROJECTS 3 INCHES. TO REACH FROM THE INTERSECTION OF STATEHIGHWAY EH0254'3 AND 6 AT THE NORTH EDGE OF MARKS, GO NORTH ON STATE HIGHWAY 3 FOR EH0254'3.6 MILES TO A RAILROAD CROSSING. CONTINUE NORTH ON STATE HIGHWAY EH0254'3 FOR 3.2 MILES TO A CROSSROAD. TURN LEFT AND GO WEST ON A BLACK TOP EH0254'ROAD FOR 0.45 MILE TO A RAILROAD CROSSING IN DARLING. THENCE SOUTH EH0254'ALONG THE RAILROAD TRACK FOR 0.3 MILE TO A FIELD ROAD CROSSING AND EH0254'THE MARK ON THE LEFT. EH0254 EH0254 STATION RECOVERY (2003) EH0254 EH0254'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EH0254'MARK NOT FOUND.